Multipurpose solar energy systems and methods for their construction.

Abstract

The present invention relates to a multipurpose solar energy system that adds a secondary function of solar energy (electricity or heat) production to an object having a primary use, and a method for constructing the system. A solar mounting frame is placed on a basic framework roof beam assembled from multiple elevation frames formed by roof beams and columns, forming a flat roof with a #-shaped lattice structure, and a solar energy panel is installed on the frame beam at an appropriate inclination angle to create a solar workpiece, which is expected to effectively collect solar energy. The basic framework forms various elevation frames including a portal frame, which are mixed and assembled to meet the primary use of the object. The roof beams and mounting beams as well as the columns include horizontal or vertical long members with a rectangular cross section, and the long members are formed by a roll forming process. The present invention is characterized by being able to be manufactured and assembled in a factory in advance according to the design, which allows for low-cost effects on the site, while at the same time fulfilling the initial primary use of the object and effectively installing a solar energy system for the additional secondary use of energy production.

Description

[Technical field]

[0001] The present invention relates to a solar energy system, and more particularly to a multipurpose solar energy system that adds solar structures to objects such as farmland or construction structures that have their original uses, or that itself produces electricity and heat from solar energy. [Background technology]

[0002] Generally, construction structures are divided into architectural structures and civil engineering structures. Architectural structures are intended to ensure comfortable and convenient living and are classified into residential, commercial and public structures according to their uses. Civil engineering structures are intended to satisfy safety and welfare needs in daily life and production activities such as roads and rivers. The present invention aims to form an architectural structure with a flat roof structure solar structure or to add it to an existing architectural structure or civil engineering structure to realize a multi-purpose solar energy system. The present invention provides a solar structure in which solar panels are installed (including) on ​​a flat roof with a suitable inclination angle facing due south in the northern hemisphere or due north in the southern hemisphere. The architectural structures include buildings such as residential buildings, shopping streets, schools, workshops, factories, warehouses, livestock sheds, cultivation sheds, aquaculture farms, fish farms, and (semi-shaded) horticulture facilities, and the civil engineering structures include parking lots, parks, rivers, bridges, railways, roads, intersections, sidewalks, sewage treatment plants, water purification plants, wharves, mooring areas, (station) platforms, and road soundproof tunnels. In addition to the above-mentioned construction structures, the present invention recognizes not only cultivated land for agriculture, forestry, etc., but also non-cultivated land as objects for application, and aims not only to fulfill the original uses but also to improve them. A solar energy system is a system that converts solar energy incident on solar panels installed on the Earth's surface into electricity and heat. The amount of solar energy incident on the Earth's surface is expressed as the amount of solar radiation on a horizontal plane, and it is natural that the lower part of the solar panel will be reduced by the amount of solar radiation incident on it. Therefore, if the amount of solar radiation does not have a significant impact on the original purpose of the construction structure, a system that can generate electricity and heat using solar energy (abbreviated as "solar energy system") can be added. The solar energy system includes a solar photovoltaic system and a solar thermal energy system, which include a solar photovoltaic panel and a solar thermal collector as the corresponding solar energy panel (abbreviated as "solar panel"), respectively, through which solar energy can be obtained and utilized. In the case of agricultural photovoltaic power generation systems, solar panels must be placed with consideration given to the reduction in crop yields due to a decrease in horizontal solar radiation, and photovoltaic power generation systems can be constructed with optimal efficiency for sites such as walkways, bridges, building rooftops, parking lots, and rivers that do not require 100% solar radiation to reach the bottom of the solar panels. However, it is desirable to consider environmentally friendly landscaping that meets the original uses of the site, such as parking and drainage, in addition to the purpose of solar power generation. Multipurpose solar energy systems that can be applied in parallel with farming can be constructed by installing solar panels on the roofs of buildings with primary uses such as workshops, livestock sheds, mushroom cultivation sheds, insect farms, aquaculture farms, fish farms, and (partial shade) horticulture facilities, and can be constructed with the addition of secondary uses such as producing electricity and heat. Other buildings such as residential buildings, shops, schools, factories, and warehouses can also be constructed without much change. Also, a basic framework can be erected on the rooftops or open spaces of existing buildings so as not to impede or improve the original primary use, and solar panels can be installed on top of it to produce secondary uses such as electricity or heat. The above open spaces include parking lots, parks, rivers, bridges, railways, roads, intersections, sidewalks, sewage treatment plants, water purification plants, wharves, mooring areas, (station) platforms, and road soundproof tunnels, and a basic framework consisting of long and large members and a small number of columns is required to minimize the impact on the original primary use. In the case of agricultural photovoltaic power generation systems applied to agricultural or forestry cultivated land, the distance between the poles must be sufficient to allow the operation of agricultural machinery. If a photovoltaic power generation system is to be installed on a river site, the poles should be located on the river bank or other locations as much as possible to avoid impeding the flow of water and to ensure the safety of the photovoltaic power generation system facilities. Generally, in order to utilize the space under the solar panel for various purposes, a portal frame or similar structure that is made up of tall columns supporting long beams is suitable. The portal frame is made up of the above long and large members, so it must be considered to be a load-bearing structure. The spread of solar energy is encouraged at the national level, and various research and development and support policies are being implemented to promote this. In order to secure land for solar power generation, priority is being given to the use of existing facilities such as agriculture and buildings as multi-purpose solar energy systems. Solar energy resources can be used appropriately because they are evenly distributed anywhere on the earth's surface where they are not shaded by the surrounding terrain or structures. If solar panels are installed on dead spaces such as rivers, dams, bridges, roads, parking lots, and parks, solar energy can be utilized without hindering the original use of the land, or even improving it in some ways. For example, in the case of a park, if they are installed on the promenade, a useful sunshade effect can be expected, increasing utilization throughout the summer. Existing photovoltaic power generation systems for agricultural use are described in the following patent documents. These systems have the problem that their installation is limited by the layout and direction of the land, as the photovoltaic panels must be adjusted to face and track the sun in accordance with the direction of the substructure in order to effectively capture solar energy. To solve this problem, a photovoltaic power generation system has been presented in which a photovoltaic panel is fixed onto a single pole, but this also creates another problem of maintaining structural stability. Solar energy systems have a design life of at least 20 years, so they must be designed to withstand weather disasters such as heavy snowfall and strong winds as well as the efficiency of solar energy acquisition. The Ministry of Agriculture, Food, and Rural Affairs of Korea has published the built-in standards for horticulture and specialty crop facilities (Ministry of Agriculture, Food, and Rural Affairs Notice No. 2014-78, 2014.7.24.) as well as the specifications, blueprints, and specifications for built-in standard facilities for vinyl greenhouses, dried shiitake mushroom cultivation buildings, and ginseng facilities on the Rural Development Administration website (www.rda.go.kr). It is self-evident that the 'multipurpose solar energy system' proposed in this invention must be designed and constructed in consideration of the built-in standards. [Prior art documents] [Patent documents]

[0003] [Patent Document 1] Korean Patent Application No. 10-2019-0124916 (Application date: October 8, 2019) "Building structure, solar energy building and its construction method" [Patent Document 2] Korean Patent Application No. 10-2020-0053772 (Application date: May 6, 2020) "Multipurpose solar power generation system for parallel farming and the construction method thereof" [Patent Document 3] Korean Patent Registered Patent Publication No. 10-1212647 (Registration Date: December 10, 2012) "Solar Power Generation Facility with Crop Cultivation Greenhouse" [Patent Document 4] Korean Patent Registration Patent Publication No. 10-1274199 (Registration Date: June 5, 2013) "Solar Power Generation Facility with Crop Cultivation Greenhouse and Its Construction Method" [Patent Document 5] Korean Patent Registered Patent Publication No. 10-1547864 (Registration Date: August 21, 2015) "Mushroom Cultivation Facility with Solar Energy Collection Unit" [Patent Document 6] Korean Patent Registered Patent Publication No. 10-2001242 (Registration Date: July 11, 2019) "Solar Power Generation Device Based on Agricultural and Livestock Regions" [Patent Document 7] Korean Patent Registered Patent Publication No. 10-1870374 (Registration Date: June 21, 2018) "Module for Installation of Agricultural Solar Power Generation Facilities" [Patent Document 8] Korean Patent Registered Patent Publication No. 10-2038530 (Registration Date: October 24, 2019) "Agricultural Solar Power Generation Structure and Agricultural Solar Power Generation System Including the Same" [Patent Document 9] Korean Patent Registered Patent Publication No. 10-2010-0018891 (Registration Date: February 18, 2010) "Floating Solar Panel Installation Structure" [Patent Document 10] Korean Patent Registered Patent Publication No. 10-2010-0061961 (Registration Date: June 10, 2010) "Floating Structure for Solar Cell Array Installation" [Patent Document 11] US Patent US10,723,422 B2 (Registered: July 28, 2020) “Solar Cell Array System and Method” Summary of the Invention [Problem to be solved by the invention]

[0004] The present invention attempts to embody the technical ideas presented in the background art above, and one of the problems it aims to solve is to effectively capture solar energy by constructing an architectural structure as the solar structure proposed in the present invention itself or by adding it to it. Another object of the present invention is to add the above-mentioned solar structure above the space utilized as the primary use of the above-mentioned civil structure, thereby effectively realizing a multi-purpose solar energy system for secondary uses such as electricity or heat production. Another objective of the present invention is to minimize the hindrance to the usability of the primary use and maximize the efficiency of the secondary use, that is, the acquisition of solar energy, without being restricted by the location (related to the direction and the presence or absence of flatness) of the object, which may be cultivated land such as agriculture or forestry, as well as non-cultivated land. Another object of the present invention is to provide wide spacing between the pillars and tall height of the pillars so that sufficient working space is secured underneath so that the space underneath the solar panels can be utilized as the primary purpose. Another object of the present invention is to form the above-mentioned solar structure, including the solar cell panel installed in an open natural space or on a facility, into a load-bearing structure so that it has long-term (20 years or more) disaster resistance against meteorological disasters such as heavy snow and strong winds. Another object of the present invention is to add tertiary uses such as the installation of power lines and communication lines, lighting, irrigation, pesticide and liquid fertilizer spraying equipment, attachment of pest control nets, or landscaping using climbing plants inside or underneath the solar structure. Another object of the present invention is to contribute to the widespread use of solar energy by enabling the integration of solar energy systems into architectural and civil engineering structures that do not require 100% sunlight. Another object of the present invention is to allow major components to be prefabricated in a factory, thereby maintaining pre-planned standards and quality. Another object of the present invention is to provide a "multi-purpose solar energy system" that can be easily assembled and constructed on-site. [Means for solving the problem]

[0005] In order to solve the above problems, the present invention provides a solar energy system in which a solar energy panel (abbreviated as "solar panel") is installed on a roof (abbreviated as "flat roof") consisting of a polygonal horizontal surface of a solar structure. The solar panel is installed on the flat roof at a suitable tilt angle in a suitable direction, which is a value determined near a north latitude tilt angle facing south in the Northern Hemisphere or a south latitude tilt angle facing north in the Southern Hemisphere (abbreviated as "properly oriented tilt angle"). The solar workpiece includes a basic frame on the upper part that forms a solar mounting base and a space therebelow (i.e., the space below the solar panel), the solar mounting base includes two or more pairs of mounting beams (abbreviated as "mounting beam pair"), an inclined support base, and a solar panel, the mounting beams are arranged in the east-west direction as horizontal members, the mounting beam pair includes a south mounting beam on the south side and a north mounting beam on the north side, the south mounting beam and the north mounting beam are placed in parallel at regular intervals, and a large number of mounting beam pairs are arranged in parallel at regular intervals, the inclined support base includes a horizontal base and an inclined base having a predetermined inclination angle, the base is fixed in an orthogonal shape across the plane on the south mounting beam and the north mounting beam, and the solar panel is fixed in a row on the inclined base. The basic framework includes a number of elevation frames and foundations, the elevation frames include a roof beam, which is a horizontal member, and one or more columns, which are soft vertical members, the roof beam is fixed to the upper part of the column by a <column-beam> connection means, the elevation frames are arranged so that the roof beam is at a certain height when crossing the inside of the space or along the periphery of the space, and the frame beams are fixed on top of the roof beams to form one or more polygonal horizontal roofs (abbreviated as 'flat roofs'), and the roof beams are arranged in a different direction from the frame beams. The foundation is fixed to the object by including a frame fixing means at the lower portion of the column, the frame fixing means including a load bearing or base plate fixture, the load bearing and base plate fixture are placed or fixed on concrete or a pile foundation, and the foundation is fixed by the frame fixing means at a predetermined direction and interval within the object, thereby erecting the solar structure. The frame beam is placed on the roof beam and fixed in a layered framing manner by a <beam-beam> lap connection means, so that the flat roof of the solar workpiece formed by the frame beam and the roof beam together is constructed in a #-shaped lattice structure. In addition, the base of the inclined support is fixed on the pair of frame beams, so that the flat roof is strengthened as a load-bearing structure. The pillars include cylindrical pillars, square tube pillars, truss pillars, or main members applied to the frame beams or roof beams, and have a certain height length so as to function the purpose of the object, and the main members include horizontal or upright long members having a rectangular cross section formed by a roll forming process. The pair of mounting beams are arranged in an east-west direction, and the inclined support base is manufactured in advance taking into account the latitude of the area, so that the solar panels installed on it have a tilt angle in the appropriate direction. The solar mounting base and the basic framework each selectively include the following components, and further include a frame beam fascia, which is a horizontal member, as a component of the solar mounting base. The frame beam fascia is a main member similar to the frame beam, and is fixed to the end of the adjacent frame beam by a <frame beam-fascia> connection means. The basic framework further includes horizontal members such as roof beam fascias, reinforcing beams or purlins, and the roof beam fascias are the same main members as the roof beams and are fixed to the ends of adjacent roof beams with <roof beam-fascia> connecting means, and the reinforcing beams and purlins are the same main members as the roof beams, and the columns are connected horizontally between portions of a certain height, the reinforcing beams are located at the same height as the roof beams and are fixed between the elevation frames with <column-beam> connecting means in a flush framing format, and the purlins are located below the roof beams and are fixed between the elevation frames with <column-purlin> connecting means in a hierarchical framing format. The solar structure having a flat roof with the above-mentioned #-shaped lattice structure is further strengthened as a load-bearing structure by connecting the ends of the frame beams to the frame beam fascia and the ends of the roof beams to the roof beam fascia, and by adding reinforcing beams and purlins. The above-mentioned <frame beam-fascia> connection means, <roof beam-fascia> connection means, <column-beam> connection means and <column-purlin> connection means include direct fastening using welding, direct screws or bolts and nuts, and indirect fastening using an added plate-type bracket. The elevation frame selectively includes at least one of a cantilever frame, a portal frame, a box frame, a pile frame, and a mixed frame, and the cantilever frame is formed by fixing the top of a column, which is a soft vertical member, and one end of a roof beam, which is a horizontal member, with a <column-beam> connection means; the portal frame is formed by supporting the top of two columns, which are soft vertical members, and both ends of a roof beam, which is a horizontal member, respectively, and fixing them with a <column-beam> connection means; the box frame is formed by fixing both ends of two horizontal members, a roof beam and a floor beam, to the top and middle parts of two columns, which are soft vertical members, with a <column-beam> connection means; the pile frame is formed by fixing both ends of two upper and lower horizontal members, a roof beam and a floor beam, to the top and middle parts of two columns, which are soft vertical members, with a <column-beam> connection means, and thus the pile frame has a structure in which a column protrudes downward from the box frame and is extended; The mixed frame is an integrated structure selectively mixed with the cantilever frame, portal frame, box frame and pile frame, and is applied to form the basic framework. The roof beams and floor beams have both ends that exceed the pillars by a certain length, which includes the eave width in the case of roof beams and the balcony width in the case of floor beams, and the length of the roof beams and floor beams is equal to or longer than the inner-outer distance between the two pillars. The horizontal members and soft beams mentioned above include main members with rectangular cross sections as well as cylindrical columns, square tube columns, I-beams or H-beams. The main member selectively includes the following characteristics related to material, process, and shape, the material of the main member includes at least one of metal, synthetic resin, and composite material, the molding process of the main member includes at least one of cold or hot rolling molding, extrusion molding, pultrusion molding, and composite material molding, the cross-sectional shape of the main member being: TIFF0007665228000001.tif77 type, C type (Channels), Square type, H type, I type, L type (Angles) and T type, and the main member includes horizontal members and soft straight members formed with a single of the above cross-sectional shapes or mixed cross-sectional shapes, and includes composite members formed by combining two or more of the main members with welding, direct screws or bolts and nuts. The main members are assembled by fixing them with a <main member> joint connection means in a straight line or a ray at a certain point in the length direction, and the main members can form a half-line based on the certain point and have a corner of a certain angle (180 degrees or less). The above-mentioned columns, frame beams, roof beams, frame beam fascias, roof beam parcias, reinforcing beams and purlins each include another main member similar to the main member used, and two single-layered main members are butted together at their backs and fixed together by welding, direct screws or direct fastening with bolts and nuts to form one double long large member. A horizontal frame is included between the pair of frame beams composed of the single or double main members, and the horizontal frame beam is The plate-type fixing bracket has a TIFF0007665228000002.tif77 shape, and one or a set of them is connected between the pair of frame beams in an orthogonal manner by a fastening means such as a direct screw, and the pair of frame beam horizontal frames are fixed together with their backs butted together. The above single or double main members (abbreviated as 'single layer member' and 'double layer member' respectively) are placed in parallel to form a pair of main members (abbreviated as 'composite material pair': 'single layer material pair' and 'double layer material pair' respectively) that are made up of long, large composite structure members. The elevation frame includes a column and a roof beam that are made of the composite pair, and further includes a main member frame between the composite pair, and the main member frame is The plate-shaped fixing bracket has a TIFF0007665228000003.tif77 shape, and one or a pair of these are connected at right angles between the composite material pairs by a fastening means such as a direct screw, and the pair of main component stands are formed by fixing them together with their backs butted together. As a result, the stand beam pair including the stand beam horizontal frame and the elevation frame including the main member horizontal frame form a Vierendeel Truss, making the solar workpiece a load-bearing structure. The above-mentioned <frame beam-fascia> connection means, <roof beam-fascia> connection means, <column-purlin> connection means, <beam-beam> lap connection means, <column-beam> connection means and <main member> joint connection means respectively include direct fastening by welding, direct screws or bolts and nuts as connection means between two corresponding main members, that is, frame beam and frame beam fascia, roof beam and roof beam fascia, column and purlin, frame beam and roof beam, column and roof beam or reinforcing beam, and main member and main member, and the above connection means further includes indirect fastening by welding, direct screws or bolts and nuts by adding a bracket to the connection portion of two main members. The bracket is formed into a shape that can be attached to the connection portion of the main member, and the means for forming the bracket includes any one or more of casting, pressing, sheet metal processing, and composite material processing, and the sheet metal processing includes any one or more of shaping means including cutting, bending, and welding. The bracket includes a plate-like bracket formed from a single plate, and the sheet metal processing includes single bracket, double bracket and combined bracket types, where the single bracket type is formed as one and applied to one point of the connection part, the double bracket type is formed in two and applied together to one point of the connection part, and the combined bracket type is formed as the single bracket or double bracket by merging the corresponding bracket shapes at a point where there are two or more adjacent connection parts or three or more main members passing through the connection parts, and is applied integrally to the connection part. The plate-type bracket is formed by cutting and bending a single metal flat sheet according to the shape of the connection portion, and the plate-type bracket includes a <frame beam-fascia> bracket, a <roof beam-fascia> bracket, a <column-purlin> bracket, a <beam-beam> bracket, a <column-beam> bracket and a <main member> bracket, and the <frame beam-fascia> bracket is applied to a <frame beam-fascia> connection means, the <roof beam-fascia> bracket is applied to a <roof beam-fascia> connection means, the <column-purlin> bracket is applied to a <column-purlin> connection means, the <beam-beam> bracket is applied to a <beam-beam> lap connection means, the <column-beam> bracket is applied to a <column-beam> connection means and the <main member> bracket is applied to a <main member> joint connection means. When the <frame beam-fascia> bracket, <roof beam-fascia> bracket, <column-purlin> bracket, <beam-beam> bracket, <column-beam> bracket and <main member> bracket are adjacent and the plate-type bracket overlaps, the overlapping plane is cut into one plane and formed as an <integrated> bracket in the form of the combined bracket, as a single bracket or double bracket, and is applied integrally to the connection portion. The planar combination type of the elevation frame for forming the basic framework may selectively include at least one of a horizontal cross-sectional frame, a vertical side wall frame, and a mixed frame. The cross section frame is a structure in which the elevation frames are arranged at regular intervals across the inside of the object, and the ends of adjacent roof beams are connected with roof beam partitions or the tops of adjacent columns are connected with other reinforcing beams; the side wall frame is a structure in which the elevation frames are arranged in two or more rows in the length direction along the inside or outside boundary line of the object, and two opposing columns between the two rows, one column and a roof beam, or two roof beams are connected with reinforcing beams (flush framing method); and the mixed frame is a structure in which the cross section frames and side wall frames are selectively mixed and arranged. In the configuration arranged according to the above combination format, columns (of the same main member) are selectively added to the connection points of the reinforcing beams or roof beams, or the main frame is fixed to the adjacent columns (using a hierarchical framing method). The basic skeleton type may selectively include one or more of a single-action type, an interlocking type, a multi-layer type, and a composite type in three dimensions, the single-action type being a type in which a column is placed on the outer boundary of the object, the interlocking type being a type in which one or more columns are added immediately next to the single-action type, and including one or more rows of columns inside the object, the multi-layer type being a type in which a plurality of basic skeletons of the same or smaller area are formed on the single-action type or the interlocking type, and the other types being a basic skeleton formed by selectively mixing the single-action type, the interlocking type, and the multi-layer type according to the shape of a given object. In addition, the combined form of the elevation frame for forming the basic framework includes at least one of a primary three-dimensional frame and a secondary three-dimensional frame, the primary three-dimensional frame being formed in a planar combination form of the elevation frame, and the secondary three-dimensional frame being formed in a vertical combination form of the elevation frame so that the primary three-dimensional frame is supported by the object. The means for being supported by the object includes a floating body, a pile, or a mixed support method, the floating body being installed in or under the primary space frame, and the pile being attached to a column in the primary space frame or the secondary space frame, and the mixed support method is supported by attaching the pile to a column in the primary space frame including the floating body. The primary space frame or the secondary space frame optionally further includes a roof, a floor, and a wall or a handrail, which are secondary frames, and the roof is formed by adding and fixing a plate-like structure onto the roof beams, the floor is formed by adding and fixing a plate-like structure onto the floor beams, and the wall is formed by adding and fixing a plate-like structure to the side of the column. The handrail is formed as an elevation structure integrated with the column at the corner of the floor, whereby the roof becomes a non-shielding structure, the floor and the wall become a safety structure, the internal space is divided according to the purpose, and a solar work is formed with a structure in which the roof and the floor share the horizontal load, and the wall and the handrail share the vertical load. The objects on which the solar structures are constructed include the ground surface consisting of cultivated and non-cultivated land, as well as architectural structures and civil engineering structures, and the architectural structures are formed and completed based on the basic framework to suit the original primary use of the building, and may further include separate facilities (abbreviated as "internal facilities") inside to suit or improve the primary use, or may be added and installed outside the building (abbreviated as "external installation"). The architectural structures include residential buildings, shops, schools, workshops, factories, warehouses, livestock sheds, cultivation sheds, breeding sheds, aquaculture farms, fish farms, and (semi-shade) horticultural facilities. The internal facilities include other useful equipment such as electricity, communications, lighting, irrigation, pesticide and liquid fertilizer spraying equipment, and pest control nets, and the external installation is formed by erecting pillars on or around the roof of the entire or part of the building. In addition, the basic framework is installed as an addition to or constructed as an integral part of the existing or new civil engineering structure. The civil engineering structure includes parking lots, parks, rivers, bridges, railways, roads, intersections, sidewalks, sewage treatment plants, water purification plants, wharves, moorings, (railroad station) platforms, and road soundproofing tunnels, and the basic framework is formed in the form of a cloister by erecting pillars inside, outside, or at the boundaries of the civil engineering structure. The ground surface on which the basic framework is installed includes land, water and swamp, the basic framework is installed by erecting pillars on the boundary or inside of the object, the water mooring type of the basic framework including the floating body includes anchor and pile mooring, the anchor is connected to the basic framework with a rope and fixed to the water bottom in the form of a floating water framework, and the pile mooring is fixed in the form of a semi-floating water framework by inserting a cylinder that can move up and down to a certain height with the pile as a fixed axis into the basic framework. In addition to the separate useful facilities, the basic structure further includes a landscaping structure inside so that climbing plants can be induced to a certain area for landscaping, and the space between the roof and floor of the three-dimensional frame forming the basic structure includes facilities for use as a promenade, walkway, or camping deck, and if the space is above water, a pool or fish farm is included below it. The method for constructing the above-mentioned multipurpose solar energy system, which is constructed as a solar structure including a solar energy panel (abbreviated as "solar panel") on a ground object and also for utilizing the space underneath, is as follows: (1) A construction planning stage, which is a process for preparing the above-mentioned solar structure for construction on a specified target object, includes the following stages: (a) A design phase that utilizes on-site digital maps and the Global Positioning System (GPS) to ensure that the solar panels meet the required orientation and tilt angle, including the following steps: 1) The outer perimeter of the lower space is surveyed, the roof beams are set to a certain height, and the frame beams are fixed on top of the roof beams to form one or more polygonal horizontal roofs (abbreviated as "flat roofs"). A pair of frame beams is placed on top of the roof beams that form the flat roof and fixed in a hierarchical framing method; 2) The pair of frame beams is arranged in an east-west direction so that the solar panels have an inclination angle facing due south in the northern hemisphere or due north in the southern hemisphere; 3) The inclination angle of the inclined support installed on the pair of frame beams is within the range of the latitude of the location minus the inclination of the earth's axis of rotation (Obliquity ≒ 23.5°) plus, or is determined and shaped in advance to the inclination angle value that will produce maximum energy during a year or a specific period; 4) The spacing between the pair of mounting beams in the due south or due north direction is adjacent but sufficiently far apart so that the shading effect of the solar panels in front and behind is minimized; 5) the elevation frame is arranged so that the flat roof of the solar structure formed by the mounting beams and roof beams is constructed in a #-shaped lattice structure; 6) if the acute angle of intersection between the mounting beams and roof beams is 30 degrees or less, the reinforcing beam is added and fixed between the elevation frames in a flush framing form at the same height as the roof beams so that the mounting beams and reinforcing beams are constructed in a #-shaped lattice structure; 7) the design step is thus a step of determining the layout of a versatile solar energy system so that the columns in the elevation frame are appropriately arranged on the target body; (b) conducting an investigation of the candidate sites of the object where the foundation of the said column is to be fixed; (c) determining the said frame adjustment initiation means through the said investigation; (d) if the candidate sites where the foundation is to be fixed are not suitable for the application of the frame adjustment initiation means, relocating the said columns in the said design stage to determine the layout of the multi-purpose solar energy system; (e) completing a detailed design of the said solar structure based on the said layout so as to comply with the inherent design criteria and road transport regulations; (2) The process of manufacturing the above solar mounting system and basic frame components in a factory, which further includes the following steps: (a) investigating the transportation restrictions stipulated in the Road Traffic Act and the transportation conditions from the factory to the site, and based on this, cutting the main members of the solar mounting frame and the basic frame and assembling them to the allowable scale; (b) assembling on site and drilling the main members to fix the connecting means; producing the vertical frame in the form of the basic frame and the plate-type bracket applied to the connecting means of the horizontal members and the soft vertical members added thereto; (c) forming the plate-type bracket by cutting and bending a single metal flat sheet according to the shape of the connecting part of the main members; (3) A site transportation stage in which the above components of the multipurpose solar energy system fabricated in the factory fabrication stage are transported to the site in accordance with the Road Traffic Act; (4) A site assembly step for assembling, in units, the components of the multi-purpose solar energy system transported in the site transportation step, the steps being as follows: (a) preparing the construction means required for land excavation work, frame assembly work and work at height; (b) preparing concrete or pile foundations for fixing the frame adjustment excavation means at a predetermined position within the target structure at the design stage as the land excavation construction means; (c) determining the scale of the components of the solar structure to be assembled on the ground by the frame assembly construction means taking into consideration the capacity of the work at height means; 1) the solar mounting frame is assembled by attaching an inclined support to each mounting beam pair unit, including or excluding the solar panel according to the allowable scale; 2) the elevation frame forming the basic framework is assembled individually; (d) the elevation frame is erected by the elevation load construction means and fixed on the foundation by erecting it by the frame assembly construction means; (e) the assembly of the basic framework is carried out by applying the main members, roof beam parsha, roof beam and purlin between the elevation frames according to the design stage, 1) fixing the ends of adjacent roof beams with the roof beam parsha, or 2) (f) Lifting the solar mounting frame on top of the basic framework with a high-altitude load construction means and fixing the roof beam and the frame beam, and assembling the solar work by adding a frame beam fascia according to the design step; (g) In the case of the solar mounting frame excluding the solar panel, lifting the solar panel on the roof of the solar work by a high-altitude load construction means and attaching it on the inclined support, and assembling the solar work on site to complete construction; (5) The on-site assembly stage of the multi-purpose solar energy system construction completion stage, which further includes the following stages: (a) After the completion of the above solar structure, work is carried out on the remaining parts so that they are suitable for the original primary use of the building and additional facilities are added inside to suit or improve the above primary use; (b) the above construction means used in the on-site work are removed from the site and the site is tidied up; (c) power lines required for electricity trading under relevant laws such as the Electricity Business Act are connected, and the necessary electrical equipment is added, installed and commissioned; and (d) safety and performance certification based on the above commissioning is obtained from the authorities, completing the construction of the above multi-purpose solar energy system. Effect of the Invention

[0006] According to the means for solving the above problems of the present invention, the following effects can be achieved. Since the "multipurpose solar energy system" includes solar structures that can be applied in a variety of ways, not only to cultivated land but also to non-cultivated land, and to new or existing architectural and civil engineering structures, it will be easier to secure space for installing solar energy systems, and therefore the spread of solar energy, which is encouraged and required at the national level, can be expanded. The above architectural structures include buildings such as residential buildings, shopping malls, schools, workshops, factories, warehouses, livestock sheds, cultivation sheds, breeding sheds, aquaculture farms, fish farms, and (semi-shaded) horticultural facilities, and the above civil engineering structures include parking lots, parks, rivers, bridges, railways, roads, intersections, sidewalks, sewage treatment plants, water purification plants, wharves, moorings, (railway station) platforms, road soundproof tunnels, etc., and by adding a flat-roof solar structure based on the technical concept of the present invention to the above architectural structures and civil engineering structures, a solar energy system can be effectively completed. In the above-mentioned architectural structure, the basic framework is formed by erecting pillars on the entire or part of the roof or on the rooftop or surrounding area, and in the above-mentioned civil engineering structure, the basic framework is formed in the form of a cloister by erecting pillars on the inside, outside or at the boundary, and a solar energy system is installed to fulfill the secondary purpose of utilizing solar energy in addition to the original primary purpose. The internal facilities of the basic structure include additional useful equipment such as electricity, communication, lighting, irrigation, pesticide and liquid fertilizer spraying equipment, and pest control nets, thereby improving the utilization of existing uses such as farming. The space in which the basic framework is installed includes land, water and swamps, and the basic framework is installed on pillars at the boundaries or within the space, thereby not only expanding the installation space of the solar energy system, but also increasing the utility of the land by creating other uses for the space such as residence or leisure. The basic framework installed on the water forms a floating or semi-floating floating framework including a float, making it easy to realize a floating solar energy system, and at the same time, by utilizing the internal space for residential or leisure purposes, it increases the added value of the "multipurpose solar energy system". In addition to the separate useful facilities, the basic framework further includes a landscaping structure inside so that climbing plants can be induced to a certain area for landscaping, and the space between the roof and floor of the three-dimensional frame that forms the basic framework includes facilities for use as a promenade, walkway, or camp deck, and if the space is above water, a pool or fish farm can be included below it, maximizing the added value of the "multipurpose solar energy system." The main components applied to the solar structure include horizontal or vertical long large components with rectangular cross sections formed by a roll forming process, and the flat roof of the solar structure is constructed with a #-shaped lattice structure, making the flat roof a load-bearing structure and realizing a disaster-resistant "multi-purpose solar energy system." The backs of the single main member are stacked to form a double long member, and another single or double main member is placed in parallel to form a pair of composite long members (abbreviated as "composite pair").A support for the main member can be further included between the composite pair, forming a Vierendeel Truss, making the solar structure a load-bearing structure that resists buckling due to horizontal loads. The means for connecting the main components include direct fastening using welding, direct screws or bolts and nuts, or indirect fastening using a plate-type bracket. The plate-type bracket is formed and applied by cutting and bending a single metal flat sheet according to the shape of the connecting portion without a welding process, which makes the construction easy and provides the effect of a load-bearing structure in which the connection of the main components is strong. The types of the elevation frame including one or more horizontal members and one or more soft vertical members as the main members forming the basic framework include one or more of a cantilever frame, a portal frame, a box frame, a pile frame (and a mixed frame). In the planar combination format of the elevation frame, one or more of a horizontal cross-section frame, a vertical side wall frame and a mixed frame can be selectively mixed and arranged to flexibly form various basic frameworks, thereby easily and cost effectively realizing a "multi-purpose solar energy system" in a systematic manner. The basic framework that applies the above-mentioned load-bearing structure can be formed of high pillars with soft vertical members and long horizontal beams, and sufficient working space can be secured underneath, minimizing problems that arise when using land that was originally used for primary purposes such as agriculture, parking lots, walkways, and rivers. Since the solar panels are fixed and installed on the flat roof of the solar structure with an appropriate tilt angle, the effects of the shape and direction of the land for primary use can be minimized and the solar energy system can be effectively realized. By installing the solar panels with an appropriate tilt angle even on uneven terrain, it is possible to efficiently obtain solar energy while eliminating locational constraints. The above-mentioned main components can be procured from commercially available standard products, and since these standard products are structurally verified products, they can maintain a high level of quality; and since they are widely used in the construction market, the price-performance ratio is also optimized, which results in the "multi-purpose solar energy system" being constructed cost-effectively. The main components of the present invention are manufactured and verified in advance in a factory where quality control can be performed to meet the inherent design standards, and then transported to the site for assembly and installation, thereby ensuring the inherent structural safety of the "multipurpose solar energy system" without requiring highly skilled labor as well as more systematic construction. In addition, the main components of the present invention are planned, designed, cut and manufactured in consideration of the construction conditions and road transport regulations at the site, so that the components transported to the site can be easily assembled on site with minimal construction equipment and manpower, making it possible to install a "multipurpose solar energy system" systematically and at low cost. [Brief description of the drawings]

[0007] [Figure 1] FIG. 1 is a conceptual perspective view of a "multipurpose solar energy system" formed of a solar structure having a rectangular planar roof as a first embodiment of the present invention. [Diagram 2] 2 is a top-bottom exploded perspective view of the solar structure illustrated in FIG. 1. FIG. [Diagram 3] Figure 3 is an enlarged detailed perspective view of the portion {I} indicated by the dotted ellipse in Figures 1 and 2 above. [Figure 4] Figure 4 is an enlarged detailed perspective view of the portion {II} indicated by the dotted ellipse in Figures 1 and 2 above. [Diagram 5] Figure 5 is a partially enlarged detailed perspective view of {III} indicated by the dotted ellipse in Figures 1 and 2. [Figure 6] Figure 6 is an enlarged detailed perspective view of the {IV} portion indicated by the dotted ellipse in Figures 1 and 2. [Figure 7] Figure 7 is an enlarged detailed perspective view of the {V} portion indicated by the dotted ellipse in Figures 1 and 2. [Figure 8] Figure 8 is an enlarged detailed perspective view of the {VI} portion indicated by the dotted ellipse in Figures 1 and 2. [Figure 9] Figure 9 is a partial perspective view showing the formation of an elevation frame in which a main member (abbreviated as "composite material pair") is applied, in relation to the portion indicated by the double-dotted ellipse in Figure 8 above, in which a single main member is added to form a pair of long composite structural members based on the technical concept of the present invention. [Figure 10]FIG. 10 is a partial perspective view showing the formation of an elevation frame using a double composite pair according to the technical concept of the present invention, related to the same category as FIG. 9 above. [Figure 11] FIG. 11 is a conceptual perspective view showing typical types and combinations of elevation frames that form the basic framework for utilizing the lower space based on the technical concept of the present invention. [Figure 12] FIG. 12 is a conceptual perspective view showing typical types and combinations of elevation frames that form the basic framework for utilizing the lower space based on the technical concept of the present invention. [Figure 13] FIG. 13 is an enlarged detailed perspective view of the portion {VII} indicated by the dotted ellipse in FIG. 12. [Figure 14] FIG. 14 is a conceptual perspective view showing the combination of the elevation frame that supports the basic framework for utilizing the lower space and the column mounting structure based on the technical concept of the present invention. [Figure 15] FIG. 15 is a conceptual perspective view of a "multipurpose solar energy system" formed with a solar structure having a roof with a circular arc plane including two circular arc contour curves, as a second embodiment of the present invention. [Figure 16] FIG. 16 is a partially enlarged detailed perspective view of {VIII} indicated by the dotted ellipse in FIG. 15. [Figure 17] Fig. 17 is an enlarged detailed perspective view of a portion {IX} indicated by a dotted ellipse in Fig. 15. [Figure 18] Figure 18 is a partially enlarged detailed perspective view of {X} indicated by the dotted ellipse in Figure 15 above. [Figure 19] FIG. 19 is a conceptual perspective view of a "multipurpose solar energy system" formed by a solar structure having a roof of any polygonal plane constructed on a sloping ground surface as a third embodiment of the present invention. [Figure 20] Figure 20 is a partially enlarged detailed perspective view of {XI} indicated by the dotted ellipse in Figure 19 above. [Figure 21] Fig. 21 is an enlarged detailed perspective view of the portion {XII} shown by the dotted ellipse in Fig. 19. [Figure 22] FIG. 22 is an enlarged detailed perspective view of the portion {XIII} indicated by the dotted ellipse in FIG. 19. [Figure 23] FIG. 23 is a conceptual perspective view of a "multipurpose solar energy system" formed of a hexahedral solar structure having a rectangular planar roof constructed in a floating manner on water as a fourth embodiment of the present invention. [Figure 24] Figure 24 is a partially enlarged detailed perspective view of {XIV} indicated by the dotted ellipse in Figure 23 above. [Diagram 25] Figure 25 is an enlarged detailed perspective view of the {XV} portion indicated by the dotted ellipse in Figure 23. [Figure 26] FIG. 26 is a conceptual perspective view of a "multipurpose solar energy system" formed of a hexahedral solar structure having a rectangular plan roof constructed in a semi-floating manner on water as a fifth embodiment of the present invention. [Figure 27] Figure 27 is an enlarged detailed perspective view of the {XVI} portion indicated by the dotted ellipse in Figure 26. [Figure 28] FIG. 28 is a conceptual perspective view of a "multipurpose solar energy system" formed by a solar structure having a roof of any polygonal plane constructed on pillars erected on the ground surface, as a sixth embodiment of the present invention. [Figure 29] Figure 29 is an enlarged detailed perspective view of the portion {XVII} indicated by the dotted ellipse in Figure 28 above. [Diagram 30] FIG. 30 is a detailed perspective view showing the connection and disassembly of the columns within the area indicated by the double-dotted ellipse in FIG. 29 above. [Diagram 31] FIG. 31 is a perspective view specifically showing the plate-shaped brackets [i] to [vii]. [Diagram 32] FIG. 32 is a perspective view specifically showing the plate-shaped brackets [viii] to [xiv]. [Diagram 33] FIG. 33 is a perspective view specifically showing the plate-shaped brackets [xv] to [xxi]. [Diagram 34]FIG. 34 is a perspective view showing the developed plane of specific objects ([iv], [vi], [vii], [ix], [x]) of the plate-like bracket before bending. [Diagram 35] FIG. 35 is a perspective view showing an unfolded plane of a specific object ([xiii], [xix], [xx], [xxi]) among the plate-like brackets before bending. [Diagram 36] Figure 36 is an oblique view showing the application of a bracket (main member) for fixing the roof beam and roof beam parsha, which are the two main members that form the vertex of the basic skeletal roof surface. [Figure 37] Figure 37 is a perspective view showing the application of a <base beam-fascia> bracket for fixing the base beam pair and the base beam fascia that form the outer shell of the solar mounting system. [Figure 38] FIG. 38 is a perspective view showing the application of a beam-to-beam bracket for fixing a pair of support beams forming a flat roof of a solar workpiece to a roof beam and a reinforcing structure of the pair of support beams. [Figure 39] Figure 39 is a perspective view showing the application of an <integrated> bracket that combines a <column-beam> bracket for fixing the columns and roof beams of the elevation frame that form the apex or edge of the basic skeletal roof surface, and a <roof beam-fascia> bracket for finishing the ends of the above-mentioned roof beams with roof beam fascia, into one, and showing the connection of the main member to other columns. [Diagram 40] Figure 40 is a perspective view showing application of <post-beam> bracket for fixing at the mid-portion of the post and roof beam and combination of said post and roof beam for conversion into load-bearing structure. [Diagram 41] Figure 41 is a perspective view showing the shape of a plate-type bracket formed by cutting and bending a <beam-beam> bracket, a <frame beam-fascia> bracket, an <integrated> bracket in which a <main member> bracket and a <column-beam> bracket are integrated from a single flat plate. [Diagram 42] Figure 42 is an oblique view showing the shape of an <integrated> bracket for connecting multiple beams and columns. [Diagram 43] Figure 43 is a perspective view showing the application of a <column-beam> bracket for cross connection of columns and beams. [Diagram 44]FIG. 44 is a perspective view showing a typical shape of a main member applied to the technical idea of ​​the present invention. [Diagram 45] Figure 45 is a top-bottom exploded perspective view of a solar structure with a concept in which the pair of solar frame beams and the roof beams of the elevation frame are nearly perpendicular to each other. [Diagram 46] FIG. 46 is a top-bottom exploded perspective view of a conceptual solar structure in which the pair of solar frame beams and the roof beams of the elevation frame are placed approximately parallel to each other. [Figure 47] FIG. 47 is a conceptual perspective view of a "multipurpose solar energy system" formed by a solar structure on the building roof as a seventh embodiment applied to an architectural structure according to the present invention. [Figure 48] FIG. 48 is a conceptual perspective view of a "multipurpose solar energy system" formed by solar structures on a crosswalk, bridge and sidewalk, as an eighth embodiment applied to a civil engineering structure according to the present invention. Best Mode for Carrying Out the Invention

[0008] [Example 1]

[0009] FIG. 1 conceptually illustrates a "multipurpose solar energy system" formed of a solar structure having a rectangular planar roof that is fixed and constructed on the ground surface (900), which is the target object, as a first embodiment of the present invention. The inner space of the solar structure (i.e., the space under the solar panel) is utilized for various purposes such as linear roads, rivers, parking lots, and farming parallel, and the solar structure includes a solar mount (100) at the top and a basic framework below it. The basic framework includes a number of elevation frames (200) and foundations (400), and the elevation frames (200∥210, 220, 240) include a roof beam (210) which is a horizontal member and one or more columns (220, 240) which are soft members. The horizontal members and soft members are generally formed of rectangular members as main members having the same rectangular cross section, but it is shown that the columns as the main members can be replaced with cylindrical columns (250) of other shapes. The elevation frame (200) is arranged to traverse the interior of the lower space or along the periphery of the lower space so that the roof beams are at a constant height, and the frame beams are fixed onto the roof beams to form one or more polygonal horizontal roofs (abbreviated as 'flat roofs'). The roof beams are maintained in a different direction from the frame beams, and thus the flat roof is formed in a plane including the multiple roof beams and frame beams, which are horizontal members. The foundation is fixed to the object including a bone adjustment starting means at the lower part of the column. The foundation is constructed in the same manner as the foundation of a general building structure, so a detailed description is not given. The bone adjustment starting means includes a load support or a base plate fixture, and the load support and the base plate fixture can be placed or fixed on concrete or a pile foundation, and the foundation is fixed in the lower space at a predetermined direction and interval. The types of foundations for application of the bone adjustment starting means include continuous footing, mat foundation, independent footing and pile foundation, and the continuous footing is a foundation on which a wall is connected, a mat foundation is a foundation that creates a slab over the entire building or a wide area, an independent foundation is a foundation that is created for each pillar, and the pile foundation is a foundation in which piles are driven into soft ground and other foundations are applied on top of it, and is determined by the shape, load, bearing capacity and topography of the building. Korean administrative authorities designate agricultural promotion areas to efficiently use and conserve farmland (Article 28, Clause 1 of the Farmland Act). Farmland zoned in agricultural promotion areas is generally reorganized into a rectangle. (National Construction Standards Design Criteria, Korean Design Standard, KDS 675010, '2018 Farmland Consolidation Plan', enacted on April 24, 2018, Ministry of Agriculture, Food and Rural Affairs) According to the above '2018 Farmland Consolidation Plan', in the case of flat land (1 / 200 or less), one plot of farmland is a rectangle with an area of ​​30~90a and a short side of 30~60m and a long side of 100~150m. FIG. 1 shows one embodiment of the present invention in which a number of pillars (220, 240, 250) are arranged at regular intervals parallel to the vertical and horizontal sides of the ground surface {e.g., cultivated land (900)} in a matrix distribution, and adjacent soft vertical pillars at a certain height above the ground surface are connected horizontally and vertically by long horizontal members. The columns (220, 240) include cylindrical columns (250), square tube columns, truss columns, or main members applied to the frame beams or roof beams, and have a certain height length capable of functioning for the spatial use, and the main members include horizontal or straight long members having a rectangular cross section formed by a roll forming process. In Fig. 1, the dotted oval lines are shown and the Roman numerals are {I}, {II}, {III}, {III}, {IV}, {V}, and {VI}. The parts marked with the numerals are intended to be described in detail later on in the upper assembly state of the solar structure.

[0010] FIG. 2 is a diagram showing the solar structure illustrated in FIG. 1 disassembled in the vertical direction. The solar mount (100) includes a number of mount beams (120), an inclined support base (160), a solar panel (170), and a mount beam fascia (140). Reference symbol (a) in the figure indicates the form in which the solar panel (170) is attached to the inclined support base (160). Reference symbol (b) in the figure indicates the form of a single flat frame completed by attaching the mount beam (120), which is a horizontal member, and its outer casing to the mount beam fascia (140). The solar mount (100) includes at least one pair of two mount beams {abbreviated as 'mount beam pair' (120)}, the mount beam pair (120) is arranged in the east-west direction, and the multiple mount beam pairs are arranged parallel to each other at regular intervals. Reference symbol (c) in the figure indicates the basic framework that forms the solar structure, and indicates the formation and arrangement method of the elevation frame (200) and various applications according to the type of columns (220, 240, 250). The basic framework is a three-dimensional type with an interlocking structure, which will be described in more detail later. The solar mounting frame beam pair (120) is placed on the basic frame roof beam (210) and fixed in a hierarchical framing format, so that the flat roof of the solar structure formed by the mounting beams and roof beams becomes a #-shaped lattice structure. Furthermore, the inclined support base (160) is fixed on the mounting beam pair (120), thereby forming a load-bearing structure against the loads applied to the flat roof. The solar structure becomes a load-bearing structure by adding a fascia (140) and a roof beam (340) to the planar frame of the solar mount (100) and the elevation frame (200) of the basic structure. In general, the fascia (140) and the roof beam (340) are the main members that complete the roof of the solar structure, and are generally arranged vertically on the same outline. The total amount of solar energy reaching the ground surface is expressed as horizontal solar radiation. The location for installing a solar energy system is not limited to simply securing land and buildings, but can be affected by surrounding objects and can also have various effects on the surroundings. The largest factor that affects the amount of solar radiation incident on the solar cell panel is the shade caused by surrounding objects. The shade caused by the solar cell panel itself or surrounding objects installed within the site cannot be solved unless it is considered from the design stage of the solar energy system. Various effects that the solar energy system has on the outside of the site must also be considered. This is because the owners of land and facilities located outside also have the same right to sunlight. In the present invention, a facility is provided that prioritizes minimizing the effects inside and outside the site. The lower space can be used for its original primary purpose, and the solar cell panels are arranged flatly on the upper part to fulfill the secondary purpose of electricity production, and in particular, it is possible to install a solar energy system on unused land (parking lots, small parks, rivers, sidewalks, roadways, railroad crossings) that does not require 100% solar energy due to the utilization of the primary purpose, thereby contributing to the spread and expansion of solar energy.

[0011] Figure 3 is an enlarged and detailed view of the {I} portion indicated by the dotted ellipse in Figures 1 and 2. The pair of support beams (120) includes a south support beam (122) on the south side and a north support beam (124) on the north side, the south support beam and the north support beam being placed parallel to each other at a fixed interval, and an inclined support base (160) is installed and fixed thereon. The basic framework shown here includes two elevation frames, one of which is formed on the right side (horizontal) with a roof beam (211) and a column (221), and the other is formed on the left side (vertical) with a roof beam (212) and a column (222). The basic framework shows a composite structure in which two roof beams (210∥211, 212) form each elevation frame (above portal frame) and two columns (220∥221, 222) are shared as one. The left end of the roof beam (211) of the elevation frame, i.e., the outer contour of the basic skeleton roof surface, is finished with a roof beam parscia (340), and the frame beam pair (120) is supported by the roof beams (211, 212) or roof beam parscia (340) that form the basic skeleton, and the outer contour of the planar frame formed by the frame beam pair (120) is finished with the frame beam fascia (140). The above-mentioned pair of platform beams (120) rests on the roof beams (212) and their ends are attached and secured to the platform beam fascia (140), the roof beam parsia (340) and the other roof beams (211). As one of the best modes for carrying out the present invention, the planar frame of the solar mount is made to match the roof surface of the basic frame, making the entire solar work a load-bearing structure, and the connections between the main members forming the columns (221, 222), roof beams (211, 212), frame beam pair (120), frame beam fascia (140) and roof beam parsia (340) can be directly fastened by welding, direct screws or bolts and nuts, but here, indirect fastening with the addition of plate-type brackets is shown. In this regard, the same is true for the <frame beam-fascia> connection means, <roof beam-fascia> connection means, <column-beam> connection means and <column-purlin> connection means described above or below. The frame beam fascia (140) is a main member similar to the frame beam, and the ends of the adjacent frame beams are fixed with a <frame beam-fascia> connection means (710) to strengthen the plane frame, and the right (horizontal) frame beam fascia (140∥141) and the left (vertical) frame beam fascia (140∥142) are fixed with a <main member> joint connection means (760) at the corners on the horizontal plane to be assembled. The roof beam fascia (340) is a main member similar to the roof beams (211, 212), and the ends of the adjacent roof beams (211) are fixed with a <roof beam-fascia> connection means (380), and the roof beams (211, The pair of platform beams (120) is placed on the roof beam (210) and fixed thereto by <beam-to-beam> lap connection means (740). The above-mentioned <frame beam-fascia> connection means (710), <main member> joint connection means (760), <roof beam-fascia> connection means (380), <column-beam> connection means (750) and <beam-beam> lap connection means (740) include indirect fastening by adding a bracket to the connection portion of two main members and welding, direct screw, or bolt-nut. The bracket is formed in a shape that can be attached to a connection portion of the main members, the connection portion including any one surface of a contact point between the main members, and a forming means for the bracket includes any one or more of casting, pressing, sheet metal processing, and composite material processing, and the sheet metal processing includes any one or more of forming means including cutting, bending, and welding. The bracket includes a plate-like bracket formed from a single plate, and the sheet metal processing includes single bracket, double bracket and combined bracket types, and the single bracket type is formed into one and applied to one point of the connection part, the single bracket of a specific shape is not applicable to the double bracket described below, and the double bracket type is formed in two and applied together to one point of the connection part, the double bracket formed in two can be applied as the single bracket by selecting one of the two, and the combined bracket type is when there are two or more adjacent connection parts or three or more main members passing through the connection parts, the corresponding bracket shapes are combined to form the single bracket or double bracket, which is integrally applied to the connection part. When the <frame beam-fascia> bracket, <roof beam-fascia> bracket, <beam-beam> bracket, <column-beam> bracket, <column-purlin> bracket and <main member> bracket are adjacent and the plate-type bracket overlaps, the overlapping plane is cut into one plane to form the single bracket or double bracket, and applied integrally to the connection portion as an <integrated> bracket. Among the brackets, the <frame beam-fascia> bracket (710) for connection limited to the frame beam fascia (140∥141) of the frame beam (122) from the frame beam pair (120) on the right side is formed of the double bracket (711, 712), the <frame beam-fascia> bracket (710) for connection together with the frame beam fascia (140∥141) of the frame beam (124) and the roof beam (211) is formed of the single bracket (713), and the <frame beam-fascia> bracket (710) for connection together with the frame beam fascia (140∥142) of the frame beam (122) of the left frame beam pair (120) and the roof beam fascia (340) is formed of the double bracket (714, 715). Among the brackets, the <beam-beam> bracket (740) for connecting the pair of frame beams (120∥122, 124) on the roof beam (212) is formed of the single bracket (741). The right (horizontal) roof beam (211) and the left (vertical) roof beam (212) forming the two elevation frames are each formed of a <column-beam> bracket (750) for connecting to the top of a column (220∥221, 222) shared on one side, respectively, is formed of a double bracket (791) as the <integrated> bracket (790). The <main member> bracket (760) for connecting the right side (horizontal) frame beam fascia (140∥141) and the left side (vertical) frame beam fascia (140∥142) and the <roof beam-fascia> bracket (380) for connecting the right side (horizontal) roof beam (211) and the left side (vertical) roof beam fascia (340) are formed in the form of a single bracket (793) as one combined bracket. Immediately above the right (horizontal) roof beam (211) and the left (vertical) roof beam parsia (340), the two main members of the right (horizontal) frame beam fascia (140∥141) and the left (vertical) frame beam fascia (140∥142) are integrated, and the brackets applied to these are formed in the form of a combined bracket. The <Column-Beam> Bracket (750) is applied to connect the top of a certain soft beam (220) to any contact part of another horizontal beam (210), and is formed based on a right-angled plane (abbreviated as 'reference rectangle') formed by extending the back of the horizontal beam and the back of the soft beam at a right angle. The reference rectangle includes left and right connecting right angles and top and bottom horizontal angles, and the left and right connecting right angles of the reference rectangle are protruded a certain distance in the left and right direction of the horizontal beam from the width of the soft beam to the outer circumference when the horizontal beam is protruded to the outer circumference of the reference rectangle. Therefore, when a soft beam is supported to the end of the horizontal beam, only one of the left and right extending right angles of the reference rectangle is protruded, and the bottom horizontal angle of the reference rectangle is protruded a certain distance downward of the soft beam from the width of the horizontal beam to the outer circumference. A single bracket is formed by connecting the two vertices of the horizontal corners and the two lower vertices of the left and right soft beam corners to form an inclined side, and a double bracket is formed by overlapping the single bracket twice. In the drawing, the <frame beam-fascia> connection means (710∥714, 715) of the (vertical) frame beam fascia (140∥142) and one part of the roof beam fascia (340) are indicated by the reference symbol [i], the <main member> joint connection means (760) & <roof beam-fascia> connection means (380) of the part forming the corner of the flat roof are indicated by the reference symbol [ii], and the <column-beam> connection means (790∥791, 792∥750) of the part where the shared column (220∥221, 222) supports the two roof beams (210∥211, 212) are indicated by the reference symbol [iii], and are described again in a separate drawing.

[0012] Figure 4 is an enlarged view of the {II} portion indicated by the dotted ellipse in Figures 1 and 2. It shows the enlarged view in detail. The basic framework is formed by connecting roof beams (210) and roof beam parshas (340) and supporting the connection points with cylindrical columns (220). The cylindrical columns (220) are shown to show one option for forming the basic framework in the application of the technical concept of the present invention, and of course the columns (220) can be replaced with other types. The pair of support beams includes a south support beam (122) on the south side and a north support beam (124) on the north side, the south support beam and the north support beam are placed parallel to each other at a fixed interval, and an inclined support base (160) is installed and fixed thereon. The inclined support base (160) includes a horizontal base (162) and an inclined base (164) having a predetermined inclination angle, the base (162) is fixed vertically (perpendicular) across a plane on the south support beam (122) and the north support beam (124), and the solar panel (170) is connected and installed on the inclined base (164). By fixing the tilted support base (160) in the proper direction, the solar panel is installed at the proper tilt angle determined by the tilted support base (160), which is a value determined near the north latitude tilt angle facing south in the Northern Hemisphere or the south latitude tilt angle facing north in the Southern Hemisphere (abbreviated as 'proper tilt angle'). The above-mentioned frame beam pair (120) is placed on the roof beam (210) with a <beam-to-beam> lap connection means (740), and its end is attached to the integrated frame beam fascia (140) and roof beam parscia (340) and secured with a <frame beam-to-fascia> connection means (710), and one end of the roof beam (210) is secured with a <roof beam-to-fascia> connection means (380) that is finished with the roof beam parscia (340). The plate-type brackets corresponding to the above-mentioned <beam-beam> lap connection means (740), <frame beam-fascia> connection means (710) and <roof beam-fascia> connection means (380) are the <beam-beam> bracket (740), the <frame beam-fascia> bracket (710) and the <roof beam-fascia> bracket (380). At the upper portion of the cylindrical column (220), the <frame beam-fascia> bracket (710), the <roof beam-fascia> bracket (380) and the <beam-beam> bracket (740) are positioned closely to each other, and are formed in the form of a double bracket (791, 792) of the <integrated> bracket (790). It is shown that the <frame beam-fascia> bracket (710) is formed in the form of a single bracket (711, 712), and the <beam-beam> bracket (740) is formed in the form of a double bracket (741, 742). The <frame beam-fascia> bracket (710) for the <frame beam-fascia> connection means (710) can be formed into two types of single brackets (711, 712). In the drawing, the <frame beam-fascia> connection means (710) on the pillar (220), the <beam-to-beam> lap connection means (740) & the <integration> bracket (790) of the <roof beam-fascia> connection means (380) are indicated with reference symbol [iv], and the <beam-to-beam> lap connection means (740) on the roof beam (210) is indicated with [v] and will be explained again in a separate drawing.

[0013] Figure 5 is an enlarged and detailed view of the {III} portion indicated by the dotted ellipse in Figures 1 and 2. The basic structure shown here shows a composite structure in which four roof beams (210∥211, 212, 213, 214) intersect at right angles to form their respective elevation frames (the portal frames mentioned above) and share a single column (220∥221, 222, 223, 224). The above basic structure is formed by combining the elevation frames, the first with the roof beam (211) and column (221) on the front (vertical), the second with the roof beam (212) and column (222) on the left (horizontal), the third with the roof beam (213) and column (223: opposite 221, not visible) on the back (vertical), and the fourth with the roof beam (214) and column (224) on the right (horizontal). The roof beam (210) and the pillar (220) are examples of applying a double main member by gluing two main members together. The pillar (220), frame beam (120), roof beam (210), frame beam fascia, roof beam parsia, reinforcing beam and purlin each include another main member that is the same as the main member used, and the backs of the two single main members are overlapped and fixed together by welding, direct screw or direct fastening with bolts and nuts to form one double long large member. Here again, the frame beam pair (120) includes a south frame beam (122) on the south side and a north frame beam (124) on the north side, the south frame beam and the north frame beam are placed parallel to each other at a fixed interval, and an inclined support base (160) is installed and fixed thereon. The inclined support base (160) includes a horizontal base (162) and an inclined base (164) having a predetermined inclination angle, the base (162) is fixed vertically (orthogonally) across a plane on the south frame beam (122) and the north frame beam (124), and the solar panel (170) is connected and installed on the inclined base (164). The roof beams (210∥211, 212, 213, 214) are fixed to the upper parts of the columns (220∥221, 222, 223, 224) by <column-beam> connection means (750), and the frame beam pair (120) is placed on the roof beam (210) and fixed by <beam-beam> lap connection means (740). The plate-shaped brackets corresponding to the <column-beam> connection means (750) and <beam-beam> lap connection means (740) are the <column-beam> bracket (750) and the <beam-beam> bracket (740). At the top of the shared column (220), four <column-beam> brackets (750) and two <beam-beam> brackets (740) are positioned closely to each other, which form a quadruple bracket (791, 792, 793, 793) type of <integrated> bracket (790). The above <beam-beam> bracket (740) is shown to be formed in the form of a single bracket (743) or a double bracket (741, 742, 744, 745). The above double bracket can be applied as a single bracket by selecting either one. This is also true for the double brackets described above and below. The <integrated> bracket (790) and the <beam-beam> bracket (740) are sandwiched between the backs of the double main members and fixed by fixing means such as welding, direct screws or bolts and nuts. The fixing means are not shown in the drawings to improve the readability of the drawings. In this regard, the fixing means described above and below are all the same. The four-bracket (791, 792, 793, 793) of the <integrated> bracket (790) formed adjacent to a number of <pillar-beam> connection means (750) and <beam-beam> overlap connection means (740) formed at the connection part of the shared pillar (220∥221, 222, 223, 224) and the semi-straight roof beam (210∥211, 212, 213, 214) protruding in four directions is divided into two types, the left side (791, 792) is indicated with reference symbol [vi] and the right side (793, 794) is indicated with reference symbol [vii], and will be explained again in a separate drawing.

[0014] Figure 6 shows an enlarged detail of the {IV} portion indicated by the dotted ellipse in Figures 1 and 2. The basic framework shown here shows an example of the application of an elevation frame (the portal frame) in which the roof beam (210) extends beyond the columns (240) to have an overhang or eave. The ends of the roof beam (210) are finished with a roof beam parsia (340), on which a pair of platform beams (120∥122, 124) finished with a platform beam fascia (140) are placed and fixed to form the basic framework. Here too, the pair of support beams (120) includes a south support beam (122) on the south side and a north support beam (124) on the north side, the south support beam and the north support beam being placed parallel to each other at a fixed interval, and an inclined support base (160) is installed and fixed thereon. A portion of the roof beam (210) is fixed to an upper portion of the column (240) by a <column-beam> connection means (750), and the platform beam pair (120) is placed on the roof beam (210) and fixed by a <beam-beam> lap connection means (740). Plate-shaped brackets corresponding to the <column-beam> connection means (750) and the <beam-beam> lap connection means (740) are the <column-beam> bracket (750) and the <beam-beam> bracket (740). Two <column-beam> brackets (750) and one <beam-beam> bracket (740) are positioned closely to each other in the upper part of the above-mentioned column (240), which are formed in the double bracket (791, 792) style of the <integrated> bracket (790), and another <beam-beam> bracket (740) is formed in the double bracket (741, 742) style. The finishes of the roof beam (210) and roof beam fascia (340) are fixed with <roof beam-fascia> connection means (380), and the finishes of the frame beam pair (120∥122, 124) and frame beam fascia (140) are fixed with <frame beam-fascia> connection means (710), and the corresponding plate-shaped brackets are the <roof beam-fascia> bracket (380) and the <frame beam-fascia> bracket (710). The above-mentioned <roof beam-fascia> bracket (380) and <frame beam-fascia> bracket (710) are applied to the horizontal members formed by the frame beam fascia (140) resting on the roof beam fascia (340) and integrated with each other, so the <roof beam-fascia> bracket (380) is formed in the form of a double bracket (381, 722), and the <frame beam-fascia> bracket (710) is formed in the form of a single bracket (713) or a double bracket (711, 712). Although the roof beam (210) and column (240) are shown as single main members, the same main members can be added in a single layer to the roof beam (210) and column (240) by applying one or both of the double brackets, namely the <beam-beam> bracket (740∥741, 742), the <integration> bracket (790∥791, 792) and the <roof beam-fascia> bracket (380∥381, 722), to form the basic framework of a more improved load-bearing structure. The type of double bracket (791, 792) of the <integrated> bracket (790) formed adjacent to the <pillar-beam> connection means (750) and the <beam-beam> overlap connection means (740) at the connection portion of the pillar (240) and roof beam (210) is indicated by reference symbol [viii] and will be described in a separate drawing.

[0015] Figure 7 shows an enlarged detail of the {V} portion shown by the dotted ellipse in Figures 1 and 2 above. The basic framework shown here shows an example of application of an elevation frame (above-mentioned cantilever frame) in which the roof beam (210) is largely extended away from the columns, and the end of the above-mentioned roof beam (210) having the eaves is finished with a roof beam parsia (340), on which a pair of platform beams (120∥122, 124) finished with a platform beam fascia (140) is placed and fixed, forming the above-mentioned basic framework. Here again, the pair of support beams (120) includes a south support beam (122) on the south side and a north support beam (124) on the north side, the south support beam and the north support beam are placed parallel to each other at a fixed interval, and an inclined support base (160) including a solar panel (170) is installed and fixed thereon. The inclined support base (160) includes a horizontal base (162) and an inclined base (164) having a predetermined inclination angle, the base (162) is fixed vertically (orthogonally) across a plane on the south support beam (122) and the north support beam (124), and the solar panel (170) is installed in series on the inclined base (164). The inclined support (160) on the frame beam pair (120) and the solar panel (170) located thereon are fixed by fixing means such as welding, direct screws, or bolts and nuts. The fixing means are not shown in the drawings to improve the readability of the drawings. In this respect, the fixing means described above and below are all similar. The roof beam (210) finished with the roof beam parscia (340) is fixed with a <roof beam-fascia> connection means (380), and a frame beam pair (120) is placed on the roof beam (210) and fixed with a <beam-beam> lap connection means (740). The frame beam fascia (140) is placed on the roof beam parscia (340), and the ends of the frame beam pair (120) are fixed to the integrated horizontal member with a <frame beam-fascia> connection means (710), and the plate-type brackets corresponding to these are the <roof beam-fascia> bracket (380), the <beam-beam> bracket (740), and the <frame beam-fascia> bracket (710), respectively. The end of the roof beam (210) is the part where the roof beam parscia (340) is finished, and the <roof beam-fascia> bracket (380) and the <frame beam-fascia> bracket (710) are positioned closely to each other, and these are formed in the double bracket (791, 792) style of the <integrated> bracket (790), the other <beam-beam> bracket (740) is formed in the double bracket (741, 742) and single bracket (743) style, and the <frame beam-fascia> bracket (710) is formed in the single bracket (711) style. The double bracket (791, 792) type of the <integrated> bracket (790) formed by the <roof beam-fascia> bracket (380) and the <frame beam-fascia> bracket (710) adjacent to each other at the middle part of the right (vertical) roof beam pars (340) and the frame beam fascia (140) is indicated by reference symbol [ix] and will be described in a separate drawing.

[0016] Figure 8 shows an enlarged detail of the {VI} portion indicated by the dotted ellipse in Figures 1 and 2. It shows the portion in detail, and is of a larger scale than the above. The basic structure shown here is formed by two elevation frames (the above-mentioned portal frame with eaves), with two columns (220∥221, 222) and two roof beams (210∥211, 212) paired together to form each elevation frame of the same shape. The ends of the roof beams (210∥211, 212) of the two elevation frames are finished with a roof beam parsia (340), and a pair of frame beams (120∥122, 124) finished with a frame beam fascia (140∥141, 142) is placed on top of it and fixed, forming the basic framework. Here again, the frame beam pair (120) includes a south frame beam (122) on the south side and a north frame beam (124) on the north side, the south frame beam and the north frame beam are placed parallel to each other at a fixed interval, and an inclined support base (160) including a solar panel (170) is installed and fixed thereon. The inclined support base (160) includes a horizontal base (162) and an inclined base (164) having a predetermined inclination angle, the base (162) is fixed vertically (orthogonally) across a plane on the south frame beam (122) and the north frame beam (124), and the solar panel (170) is installed in series on the inclined base (164). The roof surface outer shell of the basic structure is formed by a horizontal member (abbreviated as "outskirt member") with a structure in which the frame beam fascia (140∥141, 142) is placed on the front roof beam (211) and the left roof beam parsia (340). At the vertex of the rectangular plane that forms the corner of the flat roof, the two frame beam fascias (140∥141, 142), the roof beam parsia (340) and the roof beam (210∥211) are fixed with <main member> joint connection means (760), and the end of the frame beam pair (120) is fixed to the above outer shell with <frame beam-fascia> connection means (710). The ends of the roof beams (210∥212) are fixed to the outer shell with <roof beam-fascia> connection means (380), the pair of frame beams (120) are fixed onto the roof beams (210∥212) inside the flat roof with <beam-beam> lap connection means (740), the two columns (220∥221, 222) and the two roof beams (210∥211, 212) are fixed respectively with <post-beam> connection means (750), and the plate-type brackets corresponding to these are the <main member> bracket (760), the <frame beam-fascia> bracket (710), the <roof beam-fascia> bracket (380), the <beam-beam> bracket (740) and the <post-beam> bracket (750). The <roof beam-fascia> bracket (380) and the <frame beam-fascia> bracket (710) are placed at the end of the roof beam (210∥212), the <post-beam> bracket (750) and the <beam-beam> bracket (740) are placed at the top of the pillar (220∥222) supporting the roof beam (210∥212), and the <post-beam> bracket (750) and the <frame beam-fascia> bracket (710) are placed at the top of the pillar (220∥221) supporting the other roof beam (210∥211), respectively, and these are formed in the form of a double bracket (791, 792) or a single bracket (793, 794) of the <integrated> bracket (790). The <<main member>> bracket (760) is shown formed in a single bracket (763) format, and the <<frame beam-fascia>> bracket (710) is shown formed in a single bracket (711, 712, 713) format. A Vierendeel truss is formed by attaching a cross beam frame (130) perpendicular to the south beam (122) and the north beam (124) at a certain interval at a certain intermediate portion of the pair of beams (120), thereby forming a resistance structure against buckling of the planar frame due to horizontal load. The above-mentioned frame beam horizontal frame (130) is The fixing bracket is a plate-shaped bracket having a TIFF0007665228000004.tif77 shape, and one or a pair of them are connected perpendicularly between the pair of platform beams (120) by fastening means such as direct screws, and the pair of platform beam horizontal supports (130) are fixed together with their backs butted together. The lower part and ends of the pair of frame beams (120) are connected and fixed to the roof beams (210) and roof beam parshas (340) that form the vertical frame, forming a #-shaped lattice structure. The base (162) that forms the inclined support base (160) is fixed to the upper part of the pair of frame beams, so that the pair of frame beams itself serves as a load-bearing structure against the load applied to the flat roof of the solar structure. However, the addition of the frame beam cross-base is expected to have the effect of strengthening the load-bearing structure. The double bracket (791, 792) of the <integrated> bracket (790) formed by the adjacent <roof beam-fascia> bracket (380) and <frame beam-fascia> bracket (710) in the middle part between the left (vertical) roof beam parscia (340) and the frame beam fascia (140∥142) is indicated with the reference symbol [x] and described again in a separate drawing.

[0017] FIG. 9 shows a portion of an elevation frame formed by adding a single main member and applying a pair of long, large composite structural members (abbreviated as "composite material pairs") based on the technical idea of ​​the present invention related to the portion indicated by the double-dotted ellipse in FIG. 8 above. The elevation frame includes a roof beam (210∥211,213) having an eave on a column (220∥221,223) made of the composite material pair, and the column and roof beam are fixed individually, and a pair of frame beams (122,124) finished with a frame beam fascia (140) is placed and fixed on the roof beam (210). The roof beam (210) of the elevation frame is finished with a roof beam fascia (340), and a purlin (320) is added to the top of the column (220), and the basic framework becomes a load-bearing structure. The above purlin (320) is added here intentionally, and the related connection means is cut and manufactured accordingly to show that it is applied to the formation of the basic framework. For reference, the roof beam parsha is a horizontal member that finishes the end of the roof beam at the same height, the purlin is a main member that adds the horizontal member under the roof beam, and the reinforcing beam is a main member that connects the horizontal member to an existing column at the same height as the roof beam as the main member that is not the above roof beam parsha, and when one or more columns are added to a part of the above reinforcing beam, it is named and functions as a roof beam. The reinforcing beams and purlins are main components similar to the roof beams and connect horizontally between sections of the columns at a fixed height, the reinforcing beams are positioned at the same height as the roof beams and the elevation frames are fixed together with <column-beam> connection means in a flush framing format, and the purlins are positioned below the roof beams and the elevation frames are fixed together with <column-purlin> connection means in a hierarchical framing format. Both ends of the two roof beams (210∥211, 213) of the composite material pair are fixed to the roof beam pars (340) integrated with the frame beam fascia (140) by <roof beam-fascia> connection means (380) and finished, and the frame beam pair (122, 124) on which the inclined support (160) is installed is finished to the frame beam fascia (140) by <frame beam-fascia> connection means (710), placed on the roof beam (210) and fixed by <beam-beam> overlap connection means (740), and the two roof beams (210∥211, 213) are supported by two columns (220∥221, 222) at one point, and the purlin (320) is overlapped and fixed by <post-beam> connection means (750) and <post-purlin> connection means (390). The composite pair (210, 220) includes main member horizontal supports (232, 234) between two roof beams (211, 213) and two columns (221, 223) at certain intermediate positions, forming a Vierendeel Truss, which acts as a load-bearing structure that resists buckling due to horizontal loads. This is the same format as the horizontal support beam support (130) described in Figure 8 above. The main member horizontal stands (232, 234), which are plate-type fixing metal fittings having a TIFF0007665228000005.tif77 shape, are fixed perpendicularly between the composite material pairs (210, 220) by fastening means such as direct screws. As for the plate-shaped brackets corresponding to the above-mentioned connecting means, the <roof beam-fascia> bracket (380) and the <frame beam-fascia> bracket (710) adjacent to each other on the left side are in the single bracket (791) form of an <integrated> bracket (790), the <column-beam> bracket (750), the <column-purlin> bracket (390) and the <beam-beam> bracket (740) adjacent to each other in the center are also in the single bracket (792) form of an <integrated> bracket (790), and the <beam-beam> bracket (740) on the right side is formed as a single bracket (741). The left side <roof beam-fascia> bracket (380∥381) is formed in the form of a simple single bracket with two main members, the roof beam fascia and two rectangular faces that contact the back surface of the roof beam.

[0018] FIG. 10 shows a portion of an elevation frame with dual composite pairings based on the technical concept of the present invention related to the same category as FIG. 9 above. The elevation frame includes roof beams (210∥211,212,213,214) with eaves on the columns (220∥221,222,223,224) made of the composite material pairs, and the columns and roof beams are fixed individually, and a pair of frame beams (122,124) finished with a frame beam fascia (140) is placed and fixed on the roof beam (210). The roof beams (210) of the elevation frame are finished with a roof beam fascia (340), and a purlin (320) is added to the top of the columns (220), and the basic framework becomes a load-bearing structure. The roof beam (210) and the pillar (220) are two main members integrated together, and are applied by forming one long double member by stacking the backs of the members and fixing them together by welding, direct screws, or direct fastening with bolts and nuts. As described above in FIG. 9, the composite pair (210, 220) composed of the double long large member also includes main member horizontal supports (232, 234) at certain intermediate positions between the two roof beams (211, 213) and the two columns (221, 223), respectively, to form a load-bearing structure that resists buckling due to horizontal loads. Plate-type brackets corresponding to the <roof beam-fascia> connection means (380), <beam-beam> lap connection means (740), <column-beam> connection means (750) and <column-purlin> connection means (390) applied to the above composite material pairs (210, 220) are sandwiched and fixed between the two main members. As for the plate-type brackets, the <roof beam-fascia> bracket (380) and the <frame beam-fascia> bracket (710) adjacent to each other on the left side are in the double bracket (791, 792) form of the <integrated> bracket (790), and the <column-beam> bracket (750), the <column-purlin> bracket (390) and the <beam-beam> bracket (740) adjacent to each other in the center are also in the double bracket (793, 794) form of the <integrated> bracket (790), and the <beam-beam> bracket (740) on the right side is formed of a double bracket (741, 742). The left-hand <roof beam-fascia> bracket (380∥381,722) has a right-angled surface that comes into contact with the back surface of the main component, the roof beam fascia, and the surface that is sandwiched between the back surfaces of the double roof beams is formed in the form of a double bracket with a rectangular plane with inclined sides (two corners are right angles, one corner is an acute angle, and the other corners are obtuse angles). The plate-type bracket connects two or more main members, which include horizontal members and soft vertical members, and are divided into a first main member and a second main member. The first main member is a pillar or a purlin that serves as the basic main member for forming the plate-type bracket and is stacked like a pillar, purlin or roof to form the basic framework or reinforcing structure, and the second main member is a mounting beam or roof beam that forms the flat roof of the solar structure to which the first main member is attached. The plate-type brackets include <frame beam-fascia> brackets, <roof beam-fascia> brackets, <beam-beam> brackets, <column-beam> brackets, <column-purlin> brackets and <main member> brackets, and the <frame beam-fascia> brackets are applied to <frame beam-fascia> connection means, the <roof beam-fascia> brackets are applied to <roof beam-fascia> connection means, the <beam-beam> brackets are applied to <beam-beam> lap connection means, the <column-beam> brackets are applied to <column-beam> connection means, the <column-purlin> brackets are applied to <column-purlin> connection means and the <main member> brackets are applied to <main member> joint connection means. The <Column-Purlin> bracket is applied to the connection at any contact point where the back of a primary main member (the purlin), which is a horizontal member, is attached perpendicularly to the side of a secondary main member (the column), which is a soft vertical member, in the hierarchical framing method. It includes two right-angled surfaces based on the contact line where the backs of the soft vertical member and horizontal member meet, one on the back of one of the primary main members (abbreviated as "primary square surface") and the other on the back of one of the secondary main members (abbreviated as "secondary square surface"). The primary square surface is formed with a horizontal side of a certain length with the width of the primary main member as its vertical side, and the secondary square surface is formed with the width of the primary main member as its vertical side and the width of the secondary main member as its horizontal side, and the two vertical sides of the secondary square surface are further extended to a certain length, and an inclined side is formed on the primary square surface by connecting the two vertices of the primary square surface and the secondary square surface adjacent to the contact line. A single bracket is formed by bending the secondary square surface at an acute or obtuse angle at the center of the contact angle based on the contact line of the primary square surface, and the two single brackets are formed by placing the primary square surfaces on the same plane and doubling the other secondary square surface to form a double bracket.

[0019] FIG. 11 shows typical types and combinations of elevation frames (200) that form the basic framework for utilizing the lower space according to the technical concept of the present invention. The elevation frame (200) includes a roof beam (210) which is a horizontal member and one or more columns (220, 240) which are flexible members, and the roof beam is fixed to the upper portion of the column by a <column-beam> connection means. The elevation frame, when placed across the interior of the lower space or along the periphery of the lower space, ensures that the roof beams are at a certain height, and the frame beams are fixed onto the roof beams to form one or more polygonal horizontal roofs (abbreviated as 'flat roofs'). The types of elevation frames include cantilever frame (201), portal frame (202), box frame (203), pile frame (204) and mixed frame. The cantilever frame (201) shown in FIG. (a) is formed by fixing the top of the pillar (220), which is a soft vertical member, and one end of the roof beam (210), which is a horizontal member, with a <pillar-beam> connection means. One end of the roof beam (210) is shown to be protruding outward from the pillar (220) to form an eave, but the cantilever frame (201) can also be formed by fitting the end of the roof beam (210) to the pillar (220). The portal frames (202) shown in (b), (c) and (d) in the figure are formed by supporting the tops of two soft vertical columns (220, 240) and both ends of one horizontal roof beam (210) and fixing them with a <column-beam> connection means. Reference symbol (b) indicates portal frames (202a, 202b, 202c) that do not have eaves on either side of the roof beam (202a), reference symbol (c) indicates portal frames (202a, 202b, 202c) that have eaves on one side of the roof beam (202b), and reference symbol (c) indicates portal frames (202a, 202b, 202c) that have eaves on both sides of the roof beam (202c). The box frame (203) shown in (e) and (f) in the figure is formed by fixing both ends of two horizontal members, the roof beam (210) and the floor beam (360), above and below the two soft vertical members, the columns (220, 240), with a <column-beam> connection means. A modified box frame (203b) is formed by placing one or more intermediate beams (350) between the roof beam (210) and the floor beam (360) of the box frame (203a). The pile frame (204) shown in FIG. (g) is formed by fixing both ends of two upper and lower horizontal members, a roof beam (210) and a floor beam (360), to the upper and middle parts of two soft vertical members, columns (220, 240), with a <column-to-beam> connection means. Thus, the pile frame has an extended structure in which columns protrude downward from the box frame (203a). Reference symbols (e), (f) and (g) all indicate the presence of eaves where the roof beam (210) is separated from the pillars (220, 240) on both sides, but whether or not such eaves are provided depends on the shape and conditions of the planned solar structure. The mixed frame is an integrated structure selectively mixed with the cantilever frame (201), portal frame (202), box frame (203) and pile frame (204), and is applied to form the basic framework. The roof beam (210), intermediate beam (350) and / or floor beam (360) have both ends that exceed the columns (220, 240) by a certain length, which includes the eave width in the case of a roof beam and the balcony width in the case of a floor beam. Thus, the length of the roof beam and / or floor beam is the same as or longer than the inner and outer distance between the two columns. The elevation frame (200) includes a cross sectional frame (206) and a side wall frame (207) depending on the arrangement, the cross sectional frame (206) is arranged at regular intervals across the inside of the lower space, and the side wall frame (207) is arranged in a row on the outer periphery or inside of the lower space. The basic framework shown in FIG. (h) is formed by arranging cross-sectional frames (206a, 206b, 206c) across the inside of the lower space of the portal frame (202) and arranging side wall frames (207a, 207b & 207c, 207d) along the periphery of the lower space. The load-bearing structure of the portal frame, which is formed by two soft vertical columns (220, 240) and one horizontal roof beam (210), includes single-layer members, double-layer members, single-layer material pairs and double-layer material pairs, each consisting of a main member which is a long, large horizontal or continuous vertical member having a rectangular cross section. The single-layer member is the original main member having a rectangular cross section, and the two-layer member is formed by butting the back faces of two single-layer members together and integrating them by welding or fastening with direct screws or the like to form one main member. When forming an elevation frame using the above-mentioned single-layer members, their back faces are placed on the same plane and connected and fixed, while when applying the above-mentioned two-layer members, the back face of another single-layer member, which is the same or similar, is butted against the back face of the single-layer member forming the elevation frame and fixed. Details of the material, process and shape characteristics of the main components will be described later in the description of FIG. The above-mentioned single-layer material pair is a main component formed by placing two single-layer materials in parallel at a certain interval and pairing them to form a long, large-sized component of a composite structure (abbreviated as 'composite material pair': 'single-layer material pair'), and the above-mentioned two-layer material pair is a main component formed by placing two two-layer materials in parallel at a certain interval and pairing them to form a long, large-sized component of a composite structure (abbreviated as 'composite material pair': 'bi-layer material pair'). The portal frame (202a) referred to in the figure (j) is formed of columns (220, 240) and roof beam (210), which are single-layer members, the portal frame (202b) referred to in the figure (k) is formed of columns (220&240∥241, 242) and roof beam (210), which are two-layer members, the portal frame (202c) referred to in the figure (m) is formed of columns (220&240∥241, 243) and roof beam (210), which are a single-layer material pair, and the portal frame (202d) referred to in the figure (n) is a vertical frame (200) formed of columns (220, 240) and roof beam (210∥211, 212, 213, 214), which are a two-layer material pair. The above four types of elevation frames (200) are examples of combinations of main members based on the portal frame with an eave on one side as shown in (c) in the figure. The main members of the above single-layer material pair and double-layer material pair are fixed at regular intervals with a large number of roof beam horizontal supports (232) and column horizontal supports (234) as main member horizontal supports (230) between them to form a load-bearing elevation frame. FIG. 12 shows typical types and combinations of elevation frames forming a basic framework for utilizing a lower space based on the technical idea of ​​the present invention. Here, the elevation frame is exemplified as a portal frame without eaves, but is not limited thereto, and other types of elevation frames such as a cantilever frame with eaves or a box frame can be applied. In addition, the basic framework is formed in an equilateral trapezoid square plane so that the size and arrangement of the elevation frame are the lower space of a circular arc plane including the outer curves of two circular arcs. The specific content of the basic framework formed in the circular arc plane will be described later in the description of FIG. 15. Of course, the technical idea of ​​the present invention can be applied to any polygonal plane formed through the size and arrangement of various elevation frames. The planar combination type of the elevation frame for forming a basic framework on the lower space includes at least one of a horizontal cross sectional frame (206), a vertical side wall frame (207) and a mixed frame of a mixed type. The cross sectional frame (206) is a type in which the elevation frames are arranged at regular intervals across the inside of the lower space, and the ends of adjacent roof beams are connected with a roof beam partition (340) or the tops of adjacent columns are connected with another reinforcing beam (310). The side wall frame (207) is a type in which the elevation frames are arranged in two or more rows in the length direction along the inside or outside boundary line of the lower space, and two columns on the opposite sides between the two rows, one column and a roof beam, or two roof beams are connected with a reinforcing beam (310) (in a layered framing method). The mixed frame is a type in which the cross sectional frame and the side wall frame are selectively arranged in a mixed manner. In the configuration arranged in the above combination format, columns (of the same main member) are selectively added to the connection points of the reinforcing beams or roof beams, or the main frame is fixed to the adjacent columns (using a hierarchical framing method). The basic frame type includes one or more of single-action, linked, multi-layer, and composite types in three dimensions, the single-action type being a type in which a column is placed on the outer boundary of the lower space, the linked type being a type in which one or more columns are added immediately next to the single-action type and including one or more rows of columns inside the lower space, the multi-layer type being a type in which the same or fewer planar basic frames are formed on the single-action or linked type, and the other types being a type in which the basic frame is formed by selectively mixing the single-action, linked, and multi-layer types according to the shape of the given lower space. The basic structure shown in FIG. (a) includes three rows of side wall frames (207), the first row with three (207a, 207b, 207c) on the left side, the second row with three (207d, 207e, 207f) in the center, and the third row with two (207g, 207h) on the right side, and is formed by connecting the above three rows of side wall frames (207) with roof beam parshas (341, 342) and reinforcing beams (311, 312, 313, 314, 315) at the same height as the roof beams between columns, between columns and roof beams, and between roof beams. The basic structure shown in Fig. (b) includes two cross-sectional frames (206), the first of which is four horizontal (206a, 206b, 206c, 206d) on the left side, and the second of which is three horizontal (206e, 206f, 206g) on ​​the right side. The two cross-sectional frames (206) are connected to each other by roof beam parshas (341, 342, 343, 344, 345) and reinforcing beams (311, 312, 313) at the same height as the roof beams between columns, between columns and roof beams, and between roof beams. The basic framework referred to in (a) and (b) above can also be applied to the lower space, the outer contour of which is curved, as the linked type. The basic framework shown in FIG. (c) has a multi-layered structure. The lower layer includes two rows of side wall frames (207) on the outer periphery, the first row of which is on the left side and has three columns (207a, 207b, 207c), and the second row of which is on the right side and has three columns (207d, 207e, 207f). The upper layer includes four horizontal (206a, 206b, 206c, 206d) cross-sectional frames (206). The lower part of the columns of the cross-sectional frames (206) are fixed to the upper part of the columns of the side wall frames (207) of the lower floor, and the side wall frames (207) of the lower floor and the cross-sectional frames (206) of the upper floor are connected to the adjacent columns and columns. The pillars and roof beams, and between the roof beams, are connected at the same height as the roof beams on each floor by the lower floor roof beam parsha (341) and reinforcing beams (311, 312, 313), and the upper floor roof beam parsha (342, 343, 344, 345, 346, 347). The basic framework referred to in (c) above is a multi-layered structure, and can also be applied to a lower space whose outer contour is curved.

[0020] FIG. 13 is an enlarged detailed view of the {VII} portion indicated by the dotted oval in FIG. 12. FIG. 13 is an enlarged detailed view of the {VII} portion indicated by the dotted oval in FIG. Two side wall frames (207a, 207b) are attached to both sides of the two columns (240∥241, 242) so as to share them, and a reinforcing beam (312) is attached to the top of the above-mentioned columns (240) at the same height as each of the roof beams (211, 212). The column (243) of the cross-sectional frame (206c) is fixed on top of the reinforcing beam (312), and fixed with an <integrated> connection means (790) consisting of multiple <column-beam> connection means (750). The plate-type bracket corresponding to the above-mentioned <pillar-beam> connection means (750) is formed in the form of a double bracket (791, 792) of the <integrated> bracket (790) so that two pillars (241, 242), two roof beams (211, 212), a reinforcing beam (312) and another pillar (243) are added and fixed in one place as the <pillar-beam> bracket (750). The two roof beams (211, 212) are shown with a rectangular channel cross section different from the other main members, this is intentionally to illustrate the embodiment of the present invention with respect to various main member cross section shapes. Although the two roof beams (211, 212), one reinforcing beam (312) and three columns (241, 242, 243) are shown as a single main member, by applying the double bracket (791, 792) form of the <integrated> bracket (790) above, the same main member can be added in a single layer to the roof beams, reinforcing beams and columns respectively to form the basic framework of a more improved load-bearing structure.

[0021] FIG. 14 shows an example of a vertical frame assembly and a column mounting structure that supports the basic framework for utilizing the lower space on the target body according to the technical concept of the present invention. The vertical frame and its assembly are formed or attached to two columns (250, 270) composed of a roof beam (210) and other main members. The elevation frame shown in FIG. (a) is configured such that the portal frame (202) is supported by two cylindrical columns (251, 252) made of a main member different from the roof beam (210), and the roof beam parsha (340) is attached and fixed with a column-beam connecting means. The basic skeleton elevation frame shown in FIG. (b) shows that it is formed by attaching two box frames (203b, 203c) to both right sides of a box frame (203a) made of the same main members, and attaching cylindrical columns (251, 252) to the outside of each of the columns (220, 240) of the above elevation frame. The combined formation of the basic frame includes at least one of a primary three-dimensional frame and a secondary three-dimensional frame, the primary three-dimensional frame being formed in a planar combination form of the elevation frame, and the secondary three-dimensional frame being further formed in a vertical combination form of the elevation frame including various types so that the primary three-dimensional frame is supported by the object. The means for being supported by the object includes a float, a file, or a mixed support method, the float is installed in or under the primary space frame, and the file is attached to a column in the primary space frame or the secondary space frame, and the mixed support method supports the file by attaching it to a column in the primary space frame including the float. The basic structure shown in Figure (c) is a hexahedral space made up of six box frames (203a, 203b & 203c, 203d, 203e, 203f), with the four corners supported by two types of columns (250∥251, 252, 253, 254 & 270∥271, 272, 273, 274) on the target object. The basic structure includes an upper primary frame (208) and a lower secondary frame (720). The primary frame (208) is formed by finishing two box frames (203a, 203b) with two roof beams (341, 342). The secondary frame (720) is formed of four box frames (203c, 203d, 203e, 203f) in a hexahedral structure. The roof beams and floor beams of the two box frames (203c, 203d) support and fix the roof beams and floor beams of the two box frames (203a, 203b) of the corresponding primary structure. Sub-pillars (251, 252, 253, 254) are attached to the four corners of the secondary frame (720), which are then connected to the main pillars (271, 272, 273, 274) to form a fixed solar structure of any rectangular plane. According to the technical concept of the present invention, the roof beams (210) of the elevation frame and the pair of support beams of the solar support frame form a #-shaped lattice structure to form a flat roof of the solar structure. When the elevation frame is arranged and fixed, the solar structure can be easily formed by appropriately combining the primary three-dimensional frame (208) and the secondary three-dimensional frame (720) and adding various types of columns. DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

[0022] [Example 2]

[0023] FIG. 15 shows a conceptual diagram of a "multipurpose solar energy system" as a second embodiment of the present invention, which is constructed and fixed on the ground surface (900) and is formed of a solar structure having a roof with a circular arc plan including two circular arc outer curves. The internal space of the solar structure is utilized for various purposes such as curved roads, rivers, parking lots, agricultural parallel roads, etc. The solar structure includes a solar mount (100) at the top and a basic framework below it, the basic framework includes a number of elevation frames (200) and a foundation (400), and the elevation frame includes a roof beam (210) which is a horizontal member and one or more columns (220, 240) which are soft vertical members. The basic framework is formed by arranging cross-sectional frames (206) at regular intervals as a portal frame (202), which is a type of elevation frame (200), along the right-side arc edge to form a right-side beam, and the roof beam (210) of the portal frame (202) is finished with a roof beam parsha (340) along the right side and the inner arc edge of the space. The portal frame (202) is formed by supporting and fixing two pillars (220, 240) to both ends of one roof beam (210), and the cross-sectional frame (206) of the portal frame (202) is arranged at regular intervals along the left side arc edge to form a left set, and the roof beam of the portal frame (202) is finished with a roof beam parter along the left side and the arc edge inside the space. The inner arc sides of the right and left sets are located at the center line of the internal space, and the basic framework formed by the two sets is an interlocking basic framework constructed on an arc plane having two arc sides, and the pair of support beams of the solar support frame (100) is fixed to the horizontal members of the structure in which the support beam fascia (340) is integrated onto the roof beam (210) or roof beam parsia (340) that completes the roof surface outer hull of the basic framework. The solar structure is constructed on a road with a straight or curved outer perimeter, and can also be used as a road soundproofing tunnel.

[0024] FIG. 16 is an enlarged detailed view of the {VIII} portion indicated by the dotted oval in FIG. 15. FIG. 16 is an enlarged detailed view of the {VIII} portion indicated by the dotted oval in FIG. The pair of support beams (120) includes a south support beam (122) on the south side and a north support beam (124) on the north side, the south support beam and the north support beam being placed parallel to each other at a fixed interval, and an inclined support base (160) is installed and fixed thereon. The inclined support member (160) includes a horizontal base (162) and an inclined base (164) having a predetermined inclination angle, the base (162) is fixed vertically (orthogonally) across a plane on the south support beam (122) and the north support beam (124), and the solar panel (170) is connected and installed on the inclined base (164). The basic structure shown here includes two portal frames made up of elevation frames, one of which is a cross-sectional frame (206) on the right side (horizontal) made up of a roof beam (211) and a column (221), and the other is a side wall frame (207) on the left side (vertical) made up of a roof beam (212) and a column (222). The basic structure shows a composite structure in which two roof beams (211, 212) form each elevation frame (the above portal frame) and two columns (221, 222) are shared as one. The frame beam fascia (140) is integrated onto the roof beams (211, 212) to complete the outer periphery of the arc-shaped plane, and the frame beam pair (120) is fixed here with a <frame beam-fascia> connection means (710), and the top of the shared columns (221, 222) and the ends of the two roof beams (211, 212) are fixed with a <column-beam> connection means (750) to form the solar structure. The <frame beam-fascia> connection means (710) and the <column-beam> connection means (750) include adding a plate-shaped bracket to the connection portion of the two main members and indirectly fastening by welding, direct screws, or bolts and nuts, and the plate-shaped brackets corresponding to the connection means are the <frame beam-fascia> bracket (710) and the <column-beam> bracket (750), respectively. The <Beam-Fascia> bracket (710), which is applied to the horizontal member of the structure that finishes the outer hull of the basic roof surface by integrating the beam fascia (141, 142) onto the roof beam (211, 212), is formed in the form of a single bracket (711, 712, 713), and the two <Column-Beam> brackets (750) for fixing the tops of the two elevation frame columns (221, 222) and the ends of the roof beams (211, 212) are integrated into one <Integrated> bracket (790) to take the form of a single bracket (791). The two frame beams (122, 124) of the frame beam pair (120) are butted together at their backs, which indicates that the two single brackets (711, 712) of the <frame beam-fascia> bracket (710) are formed symmetrically, but the two single brackets are not limited to their current positions and can be applied to any position. The type of single bracket (791) of the <integrated> bracket (790) in which the two <column-beam> brackets (750) are combined into one is indicated by reference symbol [xi] and will be described in a separate drawing.

[0025] Fig. 17 is an enlarged detailed view of the {IX} portion indicated by the dotted ellipse in Fig. 15. The portion is enlarged and shown in detail. The basic structure shown here includes three portal frames made up of elevation frames, two of which are side wall frames (207a, 207b) made up of roof beams (211, 212) and columns (221, 222) on the rear side (vertical direction) arranged in a row around the periphery of the interior space, and the remaining one is a cross-sectional frame (206) made up of a roof beam (213) and column (223) on the front side (horizontal) located between the two side wall frames. The basic structure shows a composite structure in which the three roof beams (211, 212, 213) form each elevation frame (above portal frame) and share three columns (221, 222, 223). The pair of support beams (120∥122, 124) fixed on the roof beams (213) of the cross-sectional frame (206) includes a south support beam (122) on the south side and a north support beam (124) on the north side, on which an inclined support base (160) is installed and fixed. The circular arc plane is completed by integrating the frame beam fascias (141, 142) onto the roof beams (211, 212) of the side wall frames (207a, 207b) which form the outer periphery of the internal space, and the frame beam pairs (120∥122, 124) are fixed thereto with <frame beam-fascia> connecting means (710). The frame beam pairs (120∥122, 124) which pass over the roof beam (213) of the cross section frame (206) are fixed with <beam-beam> lap connecting means (740), and the tops of the shared columns (221, 222, 223) and the ends of the two roof beams (211, 212, 213) are fixed with <post-beam> connecting means (750) to form the solar structure. The above-mentioned <frame beam-fascia> connection means (710), <beam-beam> lap connection means (740) and <column-beam> connection means (750) include adding plate-type brackets to the connection parts of two main members and indirectly fastening them by welding, direct screws or bolts and nuts. The plate-type brackets corresponding to the above-mentioned connection means are the <frame beam-fascia> bracket (710), the <beam-beam> bracket (740) and the <column-beam> bracket (750), respectively. The <Frame Beam-Fascia> bracket (710) applied to the horizontal member where the frame beam fascia (141, 142) is integrated on the roof beam (211, 212) is formed in the form of a single bracket (713, 714), and the three <Column-Beam> brackets (750) for fixing the top of the three-side frame columns (221, 222, 213) and the ends of the roof beams (211, 212, 213) are integrated into a <Unified> bracket (790) to form a double bracket (791, 792). The <Frame Beam-Fascia> bracket (710) can also be applied in the form of a double bracket (711, 712). The two roof beams (211, 212) are shown with different rectangular cross-section channel application than the other main members, this is intentionally to illustrate the embodiment of the present invention with respect to various main member cross-sectional shapes. The type of double bracket (791, 792) of the <integrated> bracket (790) which combines the above three <column-beam> brackets (750) into one is indicated by reference symbol [xii] and will be described in a separate drawing.

[0026] Fig. 18 is an enlarged detailed view of the {X} portion indicated by the dotted ellipse in Fig. 15. The pair of support beams (120) includes a south support beam (122) on the south side and a north support beam (124) on the north side, the south support beam and the north support beam being placed parallel to each other at a fixed interval, and an inclined support base (160) is installed and fixed thereon. The inclined support platform (160) includes a horizontal base (162) and an inclined platform (164) having a predetermined inclination angle, the base (162) is fixed vertically (orthogonally) across a plane on the south support beam (122) and the north support beam (124), and the solar panel (170) is connected and installed on the inclined platform (164). The basic framework shown here is formed of a portal frame (202) which is a single elevation frame (200), and the portal frame (202) located in the center is a cross-sectional frame (206) composed of a roof beam (210) and a pillar (240). The roof beam (210) is fixed to the upper part of the pillar (240) of the cross-sectional frame (206) with a <pillar-beam> connection means (750), and roof beam parsias (341, 342) are attached to both sides with <roof beam-fascia> connection means (380), and the corresponding frame beam fascias (141, 142) are attached thereon as integrated horizontal members to form the outer periphery of the interior space (abbreviated as 'outer periphery material'). The frame beam pair (120∥122, 124) is fixed to the outer shell material by a <frame beam-fascia> connection means (710), and the frame beam pair (120∥122, 124) passing over the roof beam (210) of the cross-sectional frame (206) is fixed by a <beam-beam> lap connection means (740) to form the solar structure. The above-mentioned <column-beam> connection means (750), <roof beam-fascia> connection means (380), <frame beam-fascia> connection means (710) and <beam-beam> lap connection means (740) include indirect fastening by welding, direct screws or bolts and nuts by adding plate-shaped brackets to the connection parts of two main members. The plate-shaped brackets corresponding to the above-mentioned connection means are the <column-beam> bracket (750), the <roof beam-fascia> bracket (380), the <frame beam-fascia> bracket (710) and the <beam-beam> bracket (740), respectively. The <frame beam-fascia> bracket (710) applied to the outer shell is formed in the form of a single bracket (711), and the <pillar-beam> bracket (750) for fixing the top of the pillar (240) of the cross-sectional frame (206) and the end of the roof beam (210) located adjacent to each other in the center of the figure, the <roof beam-fascia> bracket (380) for attaching the roof beam pars (341, 342) to the end of the roof beam (210), and the <frame beam-fascia> bracket (710) for fixing the frame beam (124) to the outer shell are integrated into an <integrated> bracket (790) to form a double bracket (791, 792). The roof beam parshas (341, 342) are shown with a rectangular cross-section channel applied which is different from the other main members, this is for the purpose of illustrating the embodiment of the present invention in conjunction with various cross-sectional shapes of the main members. The above-mentioned <column-beam> bracket (750), <roof beam-fascia> bracket (380) and <frame beam-fascia> bracket (710) are combined into a single <integrated> bracket (790) in the form of a double bracket (791, 792), which is indicated by reference symbol [xiii] and will be described in a separate drawing. [Example 3]

[0027] FIG. 19 conceptually illustrates a "multipurpose solar energy system" formed of a solar structure having a roof of any polygonal plane that is fixed and constructed on an inclined ground surface (900) as the target object, as a third embodiment of the present invention. The internal space of the solar structure is utilized for various purposes such as curved, sloping roads, rivers, and agricultural parallel roads, and the solar structure includes a solar mount (100) on the upper part and a basic frame below it. The solar mount (100) includes a flat frame of a pair of mount beams (120), the basic frame includes a number of elevation frames (200) and a foundation (400), and the elevation frame includes a roof beam (210) which is a horizontal member and one or more columns (220, 240) which are soft vertical members. The solar structure is formed by joining three basic frameworks {(a), (b), (c)} and is fixed on an inclined ground surface (920) having a certain inclination angle with respect to the horizontal ground surface (910). The three flat roof sections are formed with different heights, the left side (a) is a square plane, the center (b) is a triangular plane, and the right side (c) is again a square plane. The basic frame (a) on the left side is formed of a portal frame (202) consisting of six elevation frames (200), four of which (206a, 207a, 206d, 207c) are on the outer periphery of a square plan, and two (206b, 206c) cross the inner space. The elevation frames are divided into four cross-sectional frames (206a, 206b, 206c, 206d) that cross the inner space and two side wall frames (207a, 207d) that form the outer periphery of the inner space, depending on the arrangement. The frame beam pair (120) of the solar mounting frame (100) is placed on the roof beam (210) of the basic frame (a) and fixed in a hierarchical framing form, so that the roof surface of the solar workpiece formed by the frame beam pair (120) and the roof beam (210) is constructed in a #-shaped lattice structure. The central basic frame (b) has a triangular roof surface formed by two cross-sectional frames (206e, 206f) and one side wall frame (207c). A number of reinforcing beams (310) are fixed at regular intervals between the roof beams of the two cross-sectional frames (206e, 206f) at the same height as the roof beams. The above two basic frameworks {(a), (b)}. A horizontal member (abbreviated as 'outer shell member') is formed in which the platform beam fascia (140) is fixed to the roof beam of the elevation frame (200) that completes the outer shell of the roof surface, and the ends of the platform beam pair (120) are fixed to the outer shell member. The basic frame (c) on the right side is a structure with three cross-sectional frames (206g, 206h, 206i), two side wall frames (207b, 207e) that form the outer periphery of the interior space, and a square roof surface made of numerous reinforcing beams (310). The reinforcing beams (310) are fixed at regular intervals to the cross-sectional frames (206g, 206i) on both sides, centered on the cross-sectional frame (206h) that crosses the center of the basic frame (c). One side of the three cross-sectional frames (206g, 206h, 206i) of the basic framework (c) has a structure in which the roof beams protrude forward beyond the pillars to have an eave, and the eaves are finished with roof beam parsia (340). A horizontal member (abbreviated as 'outer shell member') is formed by integrating the frame beam fascia (140) with the roof beam parsia (340) that completes the outer shell of the roof surface of the basic framework (c) and the other roof beams, and the ends of the frame beam pairs (120) are fixed to the outer shell member. The pair of support beams (120) of the solar mounting frame (100) forming the roof surface of the two basic frames {(b), (c)} are fixedly arranged in the east-west direction, so that the numerous reinforcing beams (310) are added to make the roof surface a load-bearing structure, and thus the flat roof of the solar structure formed by the pair of support beams (120) and the reinforcing beams (310) is constructed in a #-shaped lattice structure.

[0028] FIG. 20 is an enlarged detailed view of the {XI} portion indicated by the dotted ellipse in FIG. 19. FIG. 20 is an enlarged detailed view of the {XI} portion indicated by the dotted ellipse in FIG. The pair of support beams (120) includes a south support beam (122) on the south side and a north support beam (124) on the north side, the south support beam and the north support beam being placed parallel to each other at a fixed interval, and an inclined support base (160) is installed and fixed thereon. The corners of the two basic frames shown here are formed by the two portal frames on the left (a), the side wall frame (207c) and the cross section frame (206d), and the two portal frames on the right (b), the side wall frame (207d) and the cross section frame (206e). The side wall frame (207c) of the basic frame (a) on the left side includes a roof beam (211) and a column (221), the cross-sectional frame (206d) includes a roof beam (212) and a column (222), and the side wall frame (207d) of the basic frame (b) on the right side includes a roof beam (214) and a column (224). The cross-sectional frame (206e) includes a roof beam (213) and a column (223), and the columns (222, 223) forming the two cross-sectional frames (206d, 206e) are shared by the two elevation frames, resulting in a composite structure in which three columns (220∥221, 222, 223, 224) forming the two corners form one column. It is also possible to add a column of the same main member facing the back of the columns (222, 223) to form substantially four columns. The roof beams (211, 212, 213, 214) of the two portal frames of the left and right basic frames are integrated with the platform beam fascia (140) to form horizontal members (abbreviated as 'outer members') that complete the outer members of the roof surface of the basic frames. The ends of the platform beam pairs (120 | 122, 124) are fixed to the outer members with the platform beam-fascia connection means (710). The roof beams (211, 212, 213, 214) and columns (220 | 221, 222, 223, 224) which form each of the portal frames of the two basic skeletons are fixed by <column-beam> connecting means (750), respectively. The <column-beam> connecting means (750) together with the <frame beam-fascia> connecting means (710) includes adding a plate-shaped bracket to the connecting portion of both main members and indirectly fastening by welding, direct screws or bolts and nuts, and the plate-shaped brackets corresponding to the connecting means are the <frame beam-fascia> bracket (710) and the <column-beam> bracket (750), respectively. The <frame beam-fascia> brackets (710) fixed to the outer shell at two locations away from the column (220) are each formed in the form of a single bracket (711, 712), and the <column-beam> brackets (750) at the upper portion of the column (220) and the adjacent <frame beam-fascia> brackets (710) are integrated to form an <integrated> bracket (790), which indicates that each basic frame {(a), (b)} is formed in the form of a single bracket (791, 792).

[0029] FIG. 21 is an enlarged detailed view of the {XII} portion indicated by the dotted ellipse in FIG. 19. FIG. 21 is an enlarged detailed view of the {XII} portion indicated by the dotted ellipse in FIG. The pair of support beams (120) includes a south support beam (122) on the south side and a north support beam (124) on the north side, the south support beam and the north support beam being placed parallel to each other at a fixed interval, and an inclined support base (160) is installed and fixed thereon. The tilt support (160) includes a horizontal base and a tilt base having a predetermined tilt angle, and the solar panel (170) is connected to and installed on the tilt base. The corners of the three basic frames shown here are formed by the two portal frames on the left (a), the side wall frame (207a) and the cross section frame (206d), the two portal frames in the center (b), the cross section frames (206e, 206f), and the two portal frames on the right (c), the side wall frame (207b) and the cross section frame (206g). The elevation frame that forms the basic framework is generally made up of one roof beam and one or more columns, and various types of elevation frames are formed. However, by adding a horizontal member of a purlin or reinforcing beam to an existing elevation frame, and then adding one or more columns, which are soft vertical members, to the horizontal member, another elevation frame is formed. The side wall frame (207b) located in front of the right-side basic skeleton (c) is formed by attaching a purlin (320) to the upper part of the pillar (245) just below the roof beam (215) of the cross-sectional frame (206g) and adding a pillar (246). The roof beam (215) of the cross-sectional frame (206g) protrudes past the pillars (245) to the front and becomes a basic skeleton with eaves, and the end of the roof beam (215) is finished with roof beam parsya (340), on which the frame beam fascia (141, 142) is added. The roof beam (211, 212) of the basic skeleton (a) on the left and the roof beam (213, 214) of the basic skeleton (b) in the center are integrated with the respective frame beam fascia (140∥141, 142), and are formed with horizontal members (abbreviated as 'outer shell members') that finish the outer shell of each basic skeleton roof surface. The ends of the pair of frame beams (122, 124) are fixed to the outer shell material by <frame beam-fascia> connection means (710), and the roof beams (211, 212, 213, 214, 215) and columns (240|241, 242, 243, 244, 245, 246) forming each of the portal frames of the three basic skeletons are fixed by <column-beam> connection means (750). The <frame beam-fascia> connection means (710) and the <column-beam> connection means (750) include indirect fastening by welding, direct screws or bolts and nuts by adding plate-shaped brackets to the connection parts of both main members, and the plate-shaped brackets corresponding to the connection means are the <frame beam-fascia> bracket (710) and the <column-beam> bracket (750), respectively. The <frame beam-fascia> brackets (710) fixed to the outer shell at both sides away from the column (240) are each formed in the form of a single bracket (711, 712), and in the case of the multiple <column-beam> brackets (750) at the upper part of the column (240) and the central basic frame (c), the adjacent <frame beam-fascia> brackets (710) are integrated into one <integrated> bracket (790) and are formed in the form of a single bracket (791, 792, 793) for each basic frame {(a), (b), (c)}. The two <column-beam> brackets (750) and one <frame beam-fascia> bracket (710) of the central basic frame (c) are combined into a single <integrated> bracket (790) in the form of a single bracket (792), which is indicated by reference symbol [xiv] and will be described in a separate drawing.

[0030] Fig. 22 is an enlarged detailed view of the {XIII} portion indicated by the dotted ellipse in Fig. 19. The pair of support beams includes a south support beam (122) on the south side and a north support beam (124) on the north side, the south support beam and the north support beam being placed parallel to each other at a fixed interval, and an inclined support (160) is installed and fixed thereon. The tilt support platform (160) includes a horizontal base (162) and a tilt platform (164) having a predetermined tilt angle, and the solar panel is coupled to and installed on the tilt platform (164). The columns (240∥241, 242) and roof beams (210∥211, 212) which form the cross-sectional frame (206h) in the central part of the basic skeleton (c) shown here are formed as one long double member by overlapping the backs of two single-layered main members and fastening them together by welding, direct screws, or direct fastening with bolts and nuts, and are fastened with a <column-beam> connection means (750). The roof beams (210) of the cross-sectional frame (206h) protrude forward beyond the pillars (240) to have eaves, and the ends of the roof beams (210) are finished with roof beam parshas (340). Directly below the roof beams (210) of the cross-sectional frame (206h), a purlin (320) is fixed to the upper portion of the pillars (240) by a <pillar-purlin> connection means (390). The end of the roof beam (210) is finished to the roof beam pars (340) with a <roof beam-fascia> connection means (380), and the frame beam fascia (140) is integrated onto the roof beam pars (340) to form a horizontal member (abbreviated as 'outer shell material') that completes the outer shell of the basic frame (c) roof surface, and the end of the frame beam pair (122, 124) is fixed to the outer shell material with a <frame beam-fascia> connection means (710). The pair of frame beams is arranged in the east-west direction according to the technical concept of the present invention, while the ground surface can be in any direction, so the pair of frame beams and the roof beam of the cross-sectional frame may be arranged in almost the same direction. In this case, the flat roof of the solar structure formed by the pair of frame beams and the roof beam is unlikely to have a #-shaped lattice structure, so by arranging many reinforcing beams at the same height on the side of the roof beam and placing and fixing the pair of frame beams on the reinforcing beams, the flat roof is created into a #-shaped lattice structure, which becomes a load-bearing structure. The arrangement directions of the frame beam pair (122, 124) and the roof beam (210) of the cross-sectional frame (206h) are approximately the same, and a reinforcing beam (310) is fixed at the same height to the side of the roof beam (210) with a <main member> joint connection means (760), and the frame beam pair (122, 124) is placed on top of the (310) and fixed with a <beam-to-beam> lap connection means (740). Each of the above-mentioned <frame beam-fascia> connection means (710), <main member> joint connection means (760), <beam-beam> lap connection means (740), <column-beam> connection means (750), <roof beam-fascia> connection means (380) and <column-purlin> connection means (390) includes adding a plate-shaped bracket to the connection portion of two main members and indirectly fastening with welding, direct screws or bolts and nuts. The plate-shaped brackets corresponding to the above-mentioned connection means are the <frame beam-fascia> bracket (710), <main member> bracket (760), <beam-beam> bracket (740), <column-beam> bracket (750), <roof beam-fascia> bracket (380) and <column-purlin> bracket (390), respectively. The <frame beam-fascia> bracket (710), which is fixed to the outer shell at the left side and center away from the pillar (240), is formed in the form of a single bracket (711, 712, 713), the <main member> bracket (760) is formed in the form of a double bracket (761, 762), and the <beam-beam> bracket (740) is formed in the form of a single bracket (741, 742). The adjacent <column-beam> bracket (750) and <column-purlin> bracket (390) at the upper part of the above-mentioned column (240) are formed into one <integrated> bracket (790) in the form of a double bracket (791, 792), and the adjacent <roof beam-fascia> bracket (380) and <frame beam-fascia> bracket (710) at the end of the above-mentioned roof beam (210) are formed into another <integrated> bracket (790) in the form of a double bracket (793, 794). The roof beam parsha (340) and stiffening beam (310) are shown with a rectangular cross-section channel that is different from the other main members, this is intended to illustrate embodiments of the present invention with respect to various main member cross-sectional shapes. [Example 4]

[0031] FIG. 23 conceptually illustrates a "multipurpose solar energy system" formed of a hexahedral solar structure having a rectangular flat roof for application as a floating type solar energy system on water as embodiment 4 of the present invention. A hexahedral basic skeleton is formed on the water (930), a float (490) is placed inside it, a solar mount (100) is installed on the upper part, and the lower part forms a solar energy system including a bottom fixing means (440) on the bottom surface (940) of the water. The solar panel (170) is installed at a value determined near the north latitude inclination angle facing south in the case of the northern hemisphere, or the south latitude inclination angle facing north in the case of the southern hemisphere (abbreviated as 'proper direction inclination angle'). Since the solar mount (100) is installed at the proper inclination angle ('inclination angle'), the solar mount (100) is located in the east-west direction, and the basic framework at the bottom is a box frame (203) type elevation frame with six cross-sectional frames (206a, 206b, 206c, 206d, 206e, 206f) arranged at regular intervals across the lower space of the solar mount, and the sides of the elevation frame are finished with the roof beam parsha (340), the upper purlin (322) and the lower purlin (326). The box frame (203) includes a roof beam (210), a floor beam (360) and two columns (220, 240), and the roof beam (210) is either finished at the ends of the two columns (220, 240) or protrudes a certain length outward from the two columns (220, 240) to form a structure with eaves. The floating bodies (490) located inside are shown to be located in the same horizontal direction as the main buildings (322, 326), but are not limited to this, and the floating bodies (490) can of course be installed in various modular forms in the vertical direction (not shown in the drawing). Solar energy systems, such as floating solar power generation facilities that are installed on bodies of water, such as the sea, lakes, and dams, have almost no restrictions on the direction of their location, so the technical concept of the present invention makes it possible for the flat roof of the solar structure formed by the solar mounting base and the upper part of the basic frame to be a load-bearing structure and to be fixed in the appropriate direction. The water bottom fixing means (440) includes an anchor fixing part (442), an anchor rope (444) and an anchor (Anchor: 446), and the solar mount fixes the solar workpiece to the water bottom surface (940) in a predetermined appropriate direction so that the solar panel (170) is positioned at an inclination angle.

[0032] FIG. 24 is an enlarged detailed view of the {XIV} portion indicated by the dotted ellipse in FIG. 23. FIG. 24 is an enlarged detailed view of the {XIV} portion indicated by the dotted ellipse in FIG. The pair of support beams (120) of the solar support (100) includes a south support beam (122) on the south side and a north support beam (124) on the north side, the south support beam and the north support beam being placed parallel to each other at a certain interval, and an inclined support base (160) is installed and fixed thereon. At the left front corner of the basic framework shown here, a pillar (220) is fixed to the roof beam (210) with the eaves of the left end cross section frame (206a) with a <pillar-beam> connection means (750), and directly below the roof beam (210) above the pillar (220), the upper purlin (320) is fixed with a <pillar-purlin> connection means (390). The end of the roof beam (210) is fixed to the end of the roof beam parsha (340) with a <main member> joint connection means (760), and the frame beam fascia (140) is integrated onto the roof beam (210) at the above corner to form a horizontal member (abbreviated as 'outer shell member ∥ 210, 140') that completes the left outer shell of the basic framework roof surface. Although not shown separately, the roof beams of the cross-sectional frames (206b, 206c, 206d, 206e) located in the middle of the basic framework are finished with roof beam fascias (340) and fixed with <roof beam-fascia> connecting means. The frame beam fascia (140) is formed up to the first frame beam pair (120∥122, 124) on the front side of the basic frame, but is not limited thereto, and can be extended to the position of the roof beam parsia (340). In this case, the frame beam fascia is raised above the roof beam parsia (340) and integrated in the same manner as the outer shell. The end of the frame beam pair (120∥122, 124) is fixed to the outer shell (210, 140) on the left side of the basic frame by a <frame beam-fascia> connection means (710). The above-mentioned <main member> joint connection means (760), <column-beam> connection means (750), <column-purlin> connection means (390) and <frame beam-fascia> connection means (710) include adding plate-shaped brackets to the connection parts of two main members and indirectly fastening them with welding, direct screws, or bolts and nuts. The plate-shaped brackets corresponding to the above-mentioned connection means are the <main member> bracket (760), the <column-beam> bracket (750), the <column-purlin> bracket (390) and the <frame beam-fascia> bracket (710), respectively. The <main member> bracket (760) and the <frame beam-fascia> bracket (710) are each formed in the form of a single bracket (761, 711), and the adjacent <pillar-beam> bracket (750), <pillar-purlin> bracket (390) and <frame beam-fascia> bracket (710) at the top of the pillar (220) are integrated into an <integrated> bracket (790) and are formed in the form of a single bracket (791). The <column-beam> bracket (750), the <column-purlin> bracket (390) and the <frame beam-fascia> bracket (710) adjacent to each other at the top of the basic frame column are combined into a single bracket (791) to form an <integrated> bracket (790). This is indicated by reference symbol [xv] and will be described in a separate drawing.

[0033] FIG. 25 is an enlarged detailed view of the {XV} portion indicated by the dotted ellipse in FIG. 23. FIG. 25 is an enlarged detailed view of the {XV} portion indicated by the dotted ellipse in FIG. The pair of support beams (120) includes a south support beam (122) on the south side and a north support beam (124) on the north side, the south support beam and the north support beam are placed parallel to each other at a fixed interval, and an inclined support base (160) is installed and fixed thereon. The inclined support base (160) includes a horizontal base (162) and an inclined base (164) having a predetermined inclination angle, and the solar panel (170) is connected and installed on the inclined base (164). At the right rear corner of the basic frame shown here, the roof beam (210) with the eaves of the right end cross-sectional frame (206f) and the column (220) are fixed with a <column-to-beam> connection means (750), the upper purlin (320∥322) directly below the roof beam (210) above the column (220) is fixed with a <column-to-purlin> connection means (390), the end of the roof beam (210) and the end of the roof beam parscia (340) are fixed with a <main member> joint connection means (760), and the middle part of the roof beam parscia (340) is fixed with a <roof beam-fascia> connection means (380). At the right corner of the basic frame, the frame beam fascia (140) is fixed on top of the roof beam (210), And, the north support beam (124) is integrated onto the roof beam (340), and a horizontal member (abbreviated as 'outer member ∥ 140, 210 & 340, 124') is formed which completes the right outer periphery of the basic roof surface. The ends of the above frame beam pair (120∥122,124) are fixed to the outer shell (210,140) of the cross-sectional frame (206f) on the right side of the basic frame by <frame beam-fascia> connection means (710), and the middle part of the above frame beam pair (120∥122,124) is fixed to the roof beam (210) of the cross-sectional frame (206e) located inside the basic frame by <beam-beam> lap connection means (740). When the ends of the two cross-sectional frames (206e,206f) are finished with the roof beam parsia (340), the right corner is fixed by <main member> joint connection means (760), and on the inside of the basic frame by <roof beam-fascia> connection means (380). The floor beams (360) of the cross-sectional frames (206e, 206f) are fixed to the lower part of the columns (240) with <column-beam> connection means (750), and the lower purlin (320∥326) of the lower part of the columns (240) is fixed to the right end of the floor beam (360) with <column-purlin> connection means (390). The roof beams (210) at the upper part of the cross-sectional frames (206e, 206f) are fixed to the columns (240) with <column-beam> connection means (750), and the upper purlin (320∥322) from the upper part of the columns (240) is located directly below the roof beam (210) and fixed with <column-purlin> connection means (390), thereby strengthening the basic framework. The platform beam pairs (120∥122, 124) passing over the roof beams (210) on the upper part of the columns (240) are secured by <beam-to-beam> lap connection means (740) or <platform beam-fascia> connection means (710), and together with the adjacent <column-to-beam> connection means (750) and <column-to-purlin> connection means (390) form one <integrated> connection means (790) to secure the associated main members. The <beam-beam> lap connection means (740), <roof beam-fascia> connection means (380), <main member> joint connection means (760) and the <beam-beam> lap connection means (740) or the <frame beam-fascia> connection means (710) adjacent to the <column-beam> connection means (750) and <column-purlin> connection means (390) form an <integrated> connection means (790). The <integrated> connection means (790) is made by adding a plate-type bracket to the connection portion of the related main member and fastening it by welding, direct screw or bolt-nut indirectly. The plate-type brackets corresponding to the above-mentioned connecting means are respectively a <beam-beam> bracket (740), a <roof beam-fascia> bracket (380), a <main member> bracket (760) and an <integrated> bracket (790) {consisting of a <beam-beam> bracket (740) or a <frame beam-fascia> bracket (710) and the above-mentioned <column-beam> bracket (750) and <column-purlin> bracket (390) adjacent thereto}. The <beam-beam> bracket (740) and the <main member> bracket (760) are formed in the form of a single bracket (741, 761), and the <roof beam-fascia> bracket (380) is formed in the form of a double bracket (381, 722). At the top left of the basic frame, a <column-beam> bracket (750), a <beam-beam> bracket (740) and a <column-purlin> bracket (390) form an <integrated> bracket (790) in the form of a single bracket (791). At the top right of the basic frame, a <column-beam> bracket (750), a <frame beam-fascia> bracket (710) and a <column-purlin> bracket (390) form an <integrated> bracket (790) in the form of a single bracket (792). At the bottom right corner of the above basic structure, a single <integrated> bracket (790) consisting of a <column-beam> bracket (750) and a <column-purlin> bracket (390) is formed in the form of a single bracket (793). A single bracket (793) located at the lower right corner of the basic frame includes an anchor fixing part (442) as a means for fixing to the bottom of the water, and an anchor rope (444) is attached to the single bracket (793) to fix the base to the bottom of the water. The <column-beam> bracket (750) adjacent to the upper part of the column on the left side of the basic frame, the <beam-beam> bracket (740) and the <column-purlin> bracket (390) formed in a single bracket (791) to form an <integrated> bracket (790) are indicated by reference sign [xvi], and the <column-beam> bracket (750) adjacent to the lower part of the column on the right side of the basic frame and the <column-purlin> bracket (390) formed in a single bracket (793) to form an <integrated> bracket (790) are indicated by reference sign [xvii] and will be described again in a separate drawing. [Example 5]

[0034] FIG. 26 conceptually illustrates, as embodiment 5 of the present invention, a "multipurpose solar energy system" formed of a hexahedral solar structure having a rectangular planar roof for application as a semi-floating solar energy system on water. A hexahedral basic frame is formed on the water (930), the solar mount (100) is installed on the top, and the float (490) is placed on the bottom. The basic frame is fixed to the water bottom (940). A number of cylinder type main columns (270∥271, 272, 273, 274) are inserted into each of them, and the piston type sub-columns (250∥251, 252, 253, 254) are attached and fixed to the four corners of the basic frame. The solar energy system is constructed on water (930) such as a lake, marsh, dam, etc. of a moderate depth, and a float (490) is placed on the bottom of the basic frame. A piston-type sub-pillar (250) is inserted into a cylindrical main pillar (270) fixed to the bottom of the water (940) so that the system can move up and down according to changes in the water level, and the internal space of the basic frame can be used for other purposes such as leisure or living. Since the position of the solar workpiece is less subject to directional constraints, the solar mount (100) is positioned so that the solar panel (170) has a value determined near the north latitude inclination angle facing south in the case of a northern hemisphere region, which is an appropriate inclination angle of the appropriate direction, or the south latitude inclination angle facing north in the case of a southern hemisphere region (abbreviated as "inclination angle of appropriate direction"), and the basic frame is placed below it. Here, the solar mount (100) and the cross-sectional frame (206a, 206b, 206c, 206d, 206e, 206f) that crosses the space below it are shown to be perpendicular to each other, but this is not limited to this. The cross-sectional frame is arranged at a certain interval under the solar mount (100) as an elevation frame, and this (206f) is in the form of a box frame (203) with two columns (220, 240) on both sides, a roof beam (210) on the top, an intermediate beam (350) in the middle, and a floor beam (360) on the bottom. A floating body (490) is located between the intermediate beam (350) and the floor beam (360), and a space surrounded by a handrail (600) is placed between the roof beam (210) and the intermediate beam (350), which is used for certain purposes such as leisure. The solar mounting side is integrated with the mounting beam fascia (140) on the roof beam (210), and the end of the roof beam (210) with the eaves apart from the two columns (220, 240) of the cross-sectional frame is finished with the roof beam parsha (340), so that the roof surface of the basic frame is formed with a load-bearing structure. In addition, the upper purlin (322) is fixed to the top of the two columns (220, 240) just below the roof beam (210) on both sides of the cross-sectional frame, and the middle purlin (324) and the lower purlin (326) are attached to the positions of the intermediate beam (350) and the floor beam (360), respectively. The handrail (600) is integrated with the vertical frame that forms the outer shell of the basic frame just above the intermediate beam (350), so that the hexahedral solar workpiece is formed with a load-bearing structure.

[0035] Fig. 27 is an enlarged detailed view of the {XVI} portion indicated by the dotted oval in Fig. 26. The pair of support beams (120) of the solar mounting frame (100) includes a south support beam (122) on the south side and a north support beam (124) on the north side, the south support beam and the north support beam are placed parallel to each other at a certain interval, and a tilt support (160) is installed and fixed thereon. The solar panel (170) is installed on the tilt support (160). At the right rear corner of the basic frame shown here, the roof beam (210) with the eaves of the right end cross section frame (206f) and the pillar (220) are fixed with a <pillar-beam> connection means (750). Just below the upper roof beam (210) of the pillar (220), the upper purlin (320) is fixed with a <pillar-purlin> connection means (390). The end of the roof beam (210) and the end of the roof beam parscia (340) are fixed with a <main member> joint connection means (760). At the right corner of the basic frame, the frame beam fascia (140) is integrated on the roof beam (210), and the north frame beam (124) is integrated on the roof beam parscia (340), forming a horizontal member (abbreviated as 'outer member || 140, 210 & 340, 124') that completes the right outer shell of the basic frame roof surface. The ends of the pair of frame beams (120 | 122, 124) are fixed to the outer shell (210, 140) of the cross-sectional frame (206f) on the right side of the basic structure by <frame beam-fascia> connection means (710), and the ends of the roof beam fascia (340) and the roof beam (210) of the cross-sectional frame (206f) are fixed by <main member> joint connection means (760). A floating body (490) is located in the space between the intermediate beam (350) and the floor beam (360) of the cross-sectional frame (206f), and the space between the roof beam (210) and the intermediate beam (350) is used for leisure or residential purposes. A handrail (600) having horizontal handrail members (610, 620) and soft handrail members (650, 660) is located just above the intermediate beam (350) and is integrated with the elevation frame that forms the outer periphery of the basic framework. The handrail horizontal members include large horizontal members (610) and small horizontal members (620), and the handrail soft straight members include long soft straight members (650) and short soft straight members (660). The large horizontal members (610) and small horizontal members (620) are fixed to the pillars in the same format as the purlins. The long soft straight members (650) are arranged at regular intervals and are fixed between the intermediate beams (350) and roof beams (210), and between the middle purlins (324) and upper purlins (322). The columns (240) of the cross-sectional frame (206f) are fixed to the roof beams (210), intermediate beams (350) and floor beams (360) by <column-to-beam> connection means (750), and the upper purlin (322) directly below the roof beam (210) from the side of the cross-sectional frame (206f), and the middle purlin (324) and lower purlin (320∥326) at the same height as the intermediate beams (350) and floor beams (360) are fixed to the columns (240) by <column-to-purlin> connection means (390), respectively, thereby strengthening the basic framework. The ends of the pair of frame beams (120∥122, 124) that pass from the top of the column (240) through the roof beam (210) are finished with the <frame beam-fascia> connection means (710) to the outer shell (140, 210), and are formed with one upper <integrated> connection means (790) together with the adjacent <column-beam> connection means (750) and <column-purlin> connection means (390) to fix the related main members, and at the bottom of the column (240), the <column-beam> connection means (750) and <column-purlin> connection means (390) are also formed with a lower <integrated> connection means (790). The piston-type sub-pillar (250) attached to the side of the pillar (210) forming the right rear corner of the basic frame is fixed with a <pillar-to-pillar> connection means (290) having a <pillar-to-pillar> bracket (291), and the sub-pillar (250) is inserted into and fixed to the cylinder-type main pillar (270). The upper <integrated> connection means (790) is made up of the <frame beam-fascia> connection means (710), the <column-beam> connection means (750) and the <column-purlin> connection means (390), and the lower <integrated> connection means (790) made up of the <column-beam> connection means (750) and the <column-purlin> connection means (390) includes indirect fastening by welding, direct screws, or bolts and nuts by adding plate-shaped brackets to the connection parts of the related main members, and the plate-shaped brackets corresponding to the above connection means are respectively the upper <integrated> bracket (790) made up of the <frame beam-fascia> bracket (710), the <column-beam> bracket (750) and the <column-purlin> bracket (390), And the lower <integral> bracket (790), made up of the <post-beam> bracket (750) and the <post-purlin> bracket (390), shows that they were formed in the form of single brackets (791, 792), respectively. The <integrated> bracket (790), which is formed by combining the <frame beam-fascia> bracket (710), the <column-beam> bracket (750) and the <column-purlin> bracket (390) adjacent to each other at the top of the column of the basic frame in the form of a single bracket (791), is indicated by reference symbol [xviii] and will be described in a separate drawing. [Example 6]

[0036] Figure 28 shows a conceptual diagram of a "multipurpose solar energy system" formed by any polygonal planar solar structure constructed on pillars erected on the ground surface, as Example 6 of the present invention. The solar structure of any polygonal plane supported by the main pole (270) fixed to the ground surface (900) includes an upper primary space frame (206) and a lower secondary space frame (207) in the form of a box frame, and is formed by combining the two space frames. The solar structure is supported by columns (270, 250) on the ground surface (900), and is constructed regardless of the location direction or conditions of the solar energy system. According to the layout of the site, the solar mount (100) is first arranged so that the solar panel (170) has a proper tilt angle in a proper direction, which is a value determined near a north latitude tilt angle facing south in the northern hemisphere or a south latitude tilt angle facing north in the southern hemisphere (abbreviated as "proper orientation tilt angle"), and the primary three-dimensional frame (206) is arranged below it. The primary three-dimensional frame (206) includes seven cross-sectional frames (206∥206a, 206b, 206c, 206d, 206e, 206f, 206g) that are arranged at regular intervals and cross the internal space of the solar workpiece, and the cross-sectional frames (206) are in the form of a box frame with eaves, and the flat roof of the solar workpiece formed by the cross-sectional frames (206) and the solar mount (100) has a #-shaped lattice structure and is a load-bearing structure. The secondary three-dimensional frame (207) has seven side wall frames (207∥207a, 207b, 207c, 207d, 207e, 207f, 207g) arranged on the outer edges of the polygonal plane of the solar structure, and the side wall frame (207) is in the form of a box frame without eaves. Eight secondary pillars (250∥251, 252, 253, 254, 255, 256, 257, 258) are attached to the corresponding corners from the vertices of the polygonal plane, and are respectively fixed to the main pillars (270∥271, 272, 273, 274, 275, 276, 277, 278). By combining the primary space frame (206) and the secondary space frame (207), each roof beam is supported and fixed to the roof beam, and each floor beam is supported and fixed to the floor beam, thereby forming the polygonal planar solar structure. The ends of the roof beams of the cross-sectional frame (206), which is the primary frame that contacts the sides of the polygonal plane, are finished with roof beam parscia (340), and above the roof beam parscia (340) is a horizontal member integrated with the frame beam fascia (140), which forms the outer shell of the basic skeleton roof surface. The secondary frame, the side wall frame (207), includes handrails (600) of a certain height along the floor beams, which are attached to and integrated with the side wall frame to form a continuous load-bearing structure. The primary space frame or the secondary space frame further includes a roof, a floor, and a wall or a handrail as an optional secondary frame, the roof is fixed by adding a plate-like structure onto the roof beams, the floor is fixed by adding a plate-like structure onto the floor beams, and the wall is fixed by attaching a plate-like structure to the side of the column. The handrail is formed as an elevation structure integrated with the column at the corner of the floor, whereby the roof becomes a non-shielding structure, the floor and the wall become a safety structure, the internal space is divided according to the purpose, and a solar workpiece is formed with a structure in which the roof and the floor share the horizontal load, and the wall and the handrail share the vertical load.

[0037] Fig. 29 is an enlarged detailed view of the {XVII} portion indicated by the dotted oval in Fig. 28. The pair of support beams (120) of the solar mounting frame (100) includes a south support beam (122) on the south side and a north support beam (124) on the north side, the south support beam and the north support beam are placed parallel to each other at a certain interval, and a tilt support (160) is installed and fixed thereon. The solar panel (170) is installed on the tilt support (160). The pair of support beams (120) of the solar mounting frame (100) are fixedly arranged in the east-west direction, so that the cross-sectional frame (206c) which is the primary frame is arranged so that the flat roof has a #-shaped lattice structure in order to make the flat roof of the solar work load-bearing structure. The cross-sectional frame (206c) is formed in a box frame format by fixing a roof beam (210) with eaves to the upper part of two pillars (220, 240) and a floor beam (360) to the lower part of the pillars by a <pillar-beam> connection means (750). The roof beam (210) does not necessarily have to be perpendicular to the pair of support beams (120), but it is preferable that the intersection acute angle is 30 degrees or more in order to effectively express the technical idea of ​​the present invention. The inner space of the box frame is formed so that it can be used for other leisure or residential purposes. The frame beam pair (120) is fixed to the roof beam (210) by <beam-beam> overlap connection means (740), both ends of the roof beam (210) are finished with roof beam parsha (340) along the outer periphery of the polygonal flat roof of the solar workpiece, and the frame beam fascia (140) is integrated onto the roof beam parsha (340) to form a horizontal member (abbreviated as 'outer periphery member ∥ 140, 340') that completes the outer periphery of the flat roof. The ends of the frame beam pair (120) are fixed to the outer periphery by <frame beam-fascia> connection means (710), and the ends of the roof beam (210) are fixed by <roof beam-fascia> connection means (380). The cross-section frame (206c) as the primary frame is fixed to the two side wall frames (207b, 207c) as secondary frames in the form of a box frame, forming the sides of the polygonal plane of the solar workpiece, with the roof beams (211, 212) of the two side wall frames (207b, 207c) directly below the roof beam (210) of the cross-section frame (206c), and the floor beams (361, 362) of the two side wall frames (207b, 207c) directly below the floor beam (360) of the cross-section frame (206c) by <beam-to-beam> lap connection means (740). At both ends of the columns (241, 242) of the two side wall frames (207b, 207c), the two roof beams (211, 212) and the two floor beams (361, 362) are fixed by <column-to-beam> connection means (750). A handrail (600) is integrated onto the floor beams (361, 362) of each of the two side wall frames (207b, 207c) to form a continuous load-bearing structure. The handrail (600) includes handrail horizontal members (610, 620) and handrail soft straight members (650, 660), the handrail horizontal members include a large horizontal member (610) and a small horizontal member (620), and the handrail soft straight members include a long soft straight member (650) and a short soft straight member (660). The large horizontal members (610) and the small horizontal members (620) are fixed to the columns in the same format as the main building at the bottom of the internal space of the box frame. The long soft straight members (620) are arranged at regular intervals and fixed between the roof beams (211, 212) and the floor beams (361, 362) with <column-beam> connection means (750), and the short soft straight members (660) are arranged at regular intervals between the upper large horizontal members (610) and the floor beams (360) and fixed. The two pillars (241, 242) forming the corners of the polygonal planar solar work where the two side wall frames (207b, 207c) are in contact are integrated and shared as one pillar, and the pillar is connected to the sub-pillar (253) added to the outside of the corner and fixed with a <pillar-pillar> connection means (290), and the pillar is fixed to another main column (Master column: 273) fixed to the ground surface. According to the technical concept of the present invention, the pillar added in forming the polygonal planar solar work is not limited to the two elements of the sub-pillar (253) and the main column (273) being necessarily connected, and only one of the two pillars (253, 273) may be added. The <beam-beam> lap connection means (740) between the pair of frame beams (120) and the roof beam (210), the <column-beam> connection means (750) between the floor beams (360∥362) and the long soft straight members (650) of the handrail (600), and the <column-beam> connection means (750) adjacent to the upper part of the left column (220) and the upper part of the right column (240) of the cross-sectional frame (206c) which is the primary frame, and the lower part of the right column (240), and a single <integrated> connection means (790) consisting of a number of <beam-beam> lap connection means (740) includes indirect fastening by welding, direct fastening screws, or bolts and nuts by adding a plate-type bracket to the connection portion of the related main members, The plate brackets corresponding to the above connecting means are respectively formed in the form of a double bracket (741, 742) for the <beam-beam> bracket (740), a single bracket (751) for the <column-beam> bracket (750), a double bracket (791, 792) for the <integrated> bracket (790) at the top of the left column (220), a double bracket (793, 794) for the <integrated> bracket (790) at the top of the right column (240), and a double bracket (795, 796) for the <integrated> bracket (790) at the bottom of the right column (240). The connection of the pillars attached to the solar structure is indicated by reference character [xviii] and will be explained in more detail in the next drawing.

[0038] FIG. 30 shows the connection and disassembly state of a pillar in a solar structure formed by adding another pillar, as one embodiment of the present invention related to the part [xxii] indicated by the double-dotted ellipse in FIG. 29 above. In relation to the pillars applied to the corners of the solar structure that form a space on a polygonal plane, the part referenced in the figure (a) shows the connected state of the added pillar (253), and (b) shows the disassembled state. The roof beams (211, 212) and floor beams (361, 362) of the two side wall frames (207b, 207c) forming the sides of the polygonal plane are fixed to the upper and lower parts of the columns (221, 222) by <column-beam> connection means (751, 752), and the two columns (221, 222) are integrated into one and shared as one column, and the column is connected to a secondary column (253) added to the outside of the corner and fixed by <column-column> connection means (290∥291, 292). In addition to the <column-column> connection means, the <column-beam> connection means (752) can be fixed to the secondary column (253) to strengthen the support of the solar workpiece. The horizontal members (610∥611,612&620∥621,622) and the soft straight members (660) of the handrail (600) are arranged at regular intervals on the same plane at the bottom of the two side wall frames (207b,207c), and the horizontal members of the same height are fixed by <main member> connecting means (760∥761,762,763), and the soft straight members (660) are fixed to the horizontal members (610,620) and floor beams (361,362) in an overlapping manner. The <main member> connecting means (760) is in contact with the pillar (220), so it functions almost the same as the <pillar-purlin> connecting means.

[0039] FIG. 31 shows shapes according to the technical concept of the present invention for the above-mentioned specific plate-type brackets [i] to [vii]. FIG. [i] shows examples of various plate-shaped bracket shapes (711, 712, 713, 713, 714, 715, 716) of the <frame beam-fascia> connection means (710) shown in FIG. 3, including one double bracket (711, 712), two single brackets (713, 714) and two modified single brackets (715, 716). The bracket (710) is used to fix the ends of the pair of support beams to the horizontal member (abbreviated as 'outer member') with the <support beam-fascia> connection means (710) on the roof beam, roof beam parsia or reinforcing beam that completes the outer member of the flat roof of the solar workpiece, which is a structure that integrates the support beam fascia with the roof beam. The double bracket (711, 712) is applied in single or double by forming two single brackets (711, 712) on the left and right sides based on the contact line where the back of the support beam and the outer member meet (abbreviated as 'reference line'). The double bracket (711, 712) is applied as a single horizontal member by placing the back at the center and overlapping the double support beam. The two single brackets (713, 714) are formed by placing the reference line at the center and including both the left and right sides, and either one can be selected and applied. The two single brackets (713, 714) can double the horizontal member located at the bottom of the outer shell, and of course, a double frame beam can also be applied. Two single brackets (711u, 714u) corresponding to the above two single brackets (711, 714) are bent at a certain (minimum) radius of curvature to form a curved surface (811). [ii] in the figure shows an example of the plate-shaped bracket shape of the <main member> joining connection means (760) shown in Figure 3, in the form of a single bracket (761) in which a curved surface (811) is formed by bending with a certain radius of curvature (761u). In the figure [iii], two adjacent <column-beam> connection means (750) shown in Figure 3 are formed into one <integrated> connection means (790), and a double bracket (791, 792) of the <integrated> bracket (790) is shown as a plate-type bracket. The <integrated> bracket (790) is fixed to the exterior material that shares two columns and is integrated with the platform beam fascia on the roof beam, and includes an inclined edge (812) that connects to the upper part of the platform beam fascia. [iv] in the figure is shown in Figure 4, and indicates that the adjacent <roof beam-fascia> connection means (380), <frame beam-fascia> connection means (710) and <beam-beam> overlap connection means (740) are formed into a single <integrated> connection means (790), and the double brackets (791, 792) of the <integrated> bracket (790) are used as plate-type brackets. The ends of the roof beams are fixed to the roof beam parscia with <roof beam-fascia> brackets (380), the pair of frame beams is fixed to the outer shell with the frame beam fascia integrated on the roof beam parscia with <frame beam-fascia> brackets (710) at its ends, and the roof beam is fixed to the <beam-beam> bracket (740). The three brackets (380, 710, 740) are adjacent to each other to form one <integrated> bracket (790), and the roof beam is supported by a cylindrical column of a different shape from the main member below the part where it is connected to the roof beam parscia. The <integrated> bracket (790) is formed in a double bracket (791, 792) format. [v] in the figure shows a double bracket (741, 742) type of <beam-beam> bracket (740) as an example of a plate-type bracket shape of the <beam-beam> overlap connection means (740) shown in Figure 4. The <beam-beam> bracket (740) is applied to fix the platform beam that passes over the roof beam, and only one of the double brackets (741, 742) can be applied, or the double roof beam can be overlapped with the back surface at the center to form a basic frame as one horizontal member. The <beam-beam> bracket (740) includes an inclined edge (812) from the top of the platform beam to the top of the roof beam on the surface that contacts the roof beam. [vi] and [vii] in the figure indicate the <integrated> connection means (790) that connects the four pillars and four roof beams shown in Figure 5 at one location, and the pillars and roof beams are applied as double main members that are integrated by butting their backs together. The <integrated> connection means (790) is roughly divided into two parts, left [vi] and right [vii], and multiple adjacent <pillar-beam> connection means (750) and <beam-beam> overlap connection means (740) are formed with one <integrated> bracket (790), and are applied in the form of double brackets (791, 792 & 793, 794) clockwise again. The surface that contacts the roof beam includes an inclined edge (812) from the top of the platform beam to the top of the roof beam.

[0040] FIG. 32 shows the shapes of the specific plate-type brackets [viii] to [xiv] described above according to the technical concept of the present invention. [viii] in the figure is shown in FIG. 6, in which the roof beam is supported by a column, and the platform beam passes over it, and the adjacent <column-beam> connection means (750) and <beam-beam> overlap connection means (740) are formed into one <integrated> connection means (790) and applied in the form of a double bracket (791, 792) of the <integrated> bracket (790). The <integrated> bracket (790) can be applied to the connection of double main members in which the column and roof beam are integrated by butting their backs. The surface in contact with the roof beam and the column includes an inclined edge (812) from the top of the platform beam to the top of the roof beam. Each of the double brackets (791, 792) shows the unfolded plane (791s, 792s) before bending, where the solid lines are sheared and the dotted lines are bent. [ix] in the figure shows the <integrated> connection means (790) where the frame beam is connected with the <frame beam-fascia> connection means (710) at a part where the roof beam parsha is finished with the <roof beam-fascia> connection means (380) at the end of one of the roof beams shown in Figure 7, and an outer shell material, which is a horizontal material with the frame beam fascia integrated, is applied on top of the roof beam parsha. The <integrated> connection means (790) is applied in the form of a double bracket (791, 792) of the <integrated> bracket (790), and the surface in contact with the roof beam includes an inclined edge (812) from the top of the frame beam to the top of the roof beam. The <integrated> bracket (790) is shown at an angle different from that of Figure 7 so that the shape of the <integrated> bracket (790) can be seen clearly. [x] in the figure shows the <integrated> connection means (790) where the base beam is connected with the <base beam-fascia> connection means (710) at a part where the roof beam parsha is finished with the <roof beam-fascia> connection means (380) of the end of another roof beam shown in Figure 8, and an outer material, which is a horizontal material with the base beam fascia integrated, is applied on top of the roof beam parsha. The <integrated> connection means (790) is applied in the form of a double bracket (791, 792) of the <integrated> bracket (790), but does not include an inclined edge seen in other <roof beam-fascia> brackets. [xi] in the figure is shown in Figure 16, where two side wall frames, which are portal frames, share each column to form a corner, and two <column-beam> connection means (750) supporting each roof beam at the top of the corner are applied in the form of a single bracket (791) of one <integrated> connection means (790). On top of the two roof beams, the single bracket (791) is fixed to the exterior material, which is a horizontal material with which the fascia of the frame beam is integrated, and the bent part of the single bracket (791) is formed with a curved surface (811) of a constant (minimum) radius of curvature to form a rounded edge, and the surface that contacts the back of the roof beam has an inclined edge (812) from the bottom of the surface that contacts the back of the column to the bottom of the roof beam. [xii] in the figure is shown in Figure 17, and is a basic framework formed by three portal frames, where one cross section frame and two side wall frames share each column to form a convex obtuse angle, and three <column-beam> connection means (750) supporting each roof beam at the top of the corners are applied in the form of a double bracket (791, 792) of one <integrated> connection means (790). On top of the two roof beams of the two side wall frames that form the outer periphery of the basic framework, the platform beam fascia is integrated as a horizontal member, and the surfaces of the double brackets (791, 792) that contact the roof beam and columns of the cross section frames include an inclined edge (812) from the top of the platform beam fascia to the top of the roof beam. In the figure [xiii], which is shown in Figure 18, a basic frame formed by one portal frame, a column of a cross-sectional frame forms a corner of a concave obtuse angle, one <column-beam> connection means (750) that supports a roof beam at the top of the corner, a <roof beam-fascia> connection means (380) that fixes a roof beam parsya to both sides of the end of the roof beam, and a <frame beam-fascia> connection means (710) that fixes a frame beam to a horizontal member (abbreviated as 'outer shell') that forms the outer shell of the roof surface of the basic frame by integrating the frame beam fascia on the roof beam parsya, is adjacent to the frame beam, and is applied in the form of a double bracket (791, 792) of one <integrated> connection means (790). The double bracket (791, 792) does not directly contact the back of the roof beam, column and outer shell, respectively, and the surface that includes the neighboring main members includes an inclined edge (812). For example, the surface that contacts the roof beam and the back surface of the column has a sloping edge (812) from the bottom of the roof beam to the bottom of the surface that contacts the back surface of the column. Figure [xiv] is shown in Figure 21, and is a basic framework formed by two portal frames, with the columns of two cross-section frames placed close to each other to some extent, and a <column-beam> connection means (750) that fixes each roof beam onto the two columns, and a <frame beam-fascia> connection means (710) that fixes the end of the frame beam to the horizontal member with which the frame beam fascia is integrated onto the roof beam, applied in the form of a single bracket (792) of one <integrated> connection means (790). The figure below shows the unfolded plane (792s) of the single bracket (792) before bending, with the solid line indicating shearing and the dotted line indicating bending.

[0041] FIG. 33 shows the shapes of the specific plate-like brackets [xv] to [xxi] described above according to the technical concept of the present invention. Figure [xv] is shown in Figure 24, and is a <pillar-beam> connection means (750) that fixes a pillar to the roof beam of a cross-sectional frame having eaves, a <pillar-purlin> connection means (390) that fixes the upper purlin to the pillar directly below the roof beam, and a <frame beam-fascia> connection means (710) that fixes the frame beam to the horizontal member with which the frame beam fascia is integrated above the roof beam, all of which are applied in the form of a single bracket (791) of one <integrated> connection means (790). The surface of the single bracket (791) that contacts the upper purlin has a sloping edge (812) from the bottom of the upper purlin to the bottom of the surface that contacts the back of the column, and the surface of the roof beam that contacts the back of the column has a sloping edge (812) from the bottom of the outside of the back of the roof beam toward the back of the column, and the solid lines are sheared and the dotted lines are bent on the expanded plane (791s) before bending the single bracket (791). In Fig. [xvi], which is shown in the upper left center of Fig. 25, a <column-beam> connection means (750) for fixing a column to a roof beam of a cross-sectional frame having eaves, a <column-purlin> connection means (390) for fixing an upper purlin to the column directly below the roof beam, and a <beam-beam> overlap connection means (740) for fixing a platform beam on the roof beam are applied in the form of a single bracket (791) of one <integrated> connection means (790). The surface of the single bracket (791) that contacts the upper purlin has an inclined edge (812) from the lower part of the upper purlin to the lower part of the surface that contacts the back surface of the column, and the surface that contacts the roof beam and the back surface of the column has a curved edge (813) from the lower part of the inside of the back surface of the roof beam toward the back surface of the column, and the solid line is sheared and the dotted line is bent on the flat surface (791s) of the single bracket (791) before bending. The curved edge (813) is a deformed shape of an inclined edge, and is intended to secure space for the installation of a floating body within the solar structure. In Fig. [xvii], which is shown in the lower right of Fig. 25, the <column-beam> connection means (750) for fixing the column to the floor beam of the cross-sectional frame and the <column-purlin> connection means (390) for fixing the lower purlin to the column at the end of the beam are applied in the form of a single bracket (793) of <integrated> connection means (790), and an anchor fixing part (442) is added as a means for fixing to the bottom of the water. The surface of the single bracket (793) that contacts the lower purlin has an inclined edge (812) from the upper part of the lower purlin to the upper part of the surface that contacts the back surface of the column, and the surface that contacts the floor beam and the back surface of the column has a curved edge (813) from the upper part of the inside of the back surface of the floor beam to the back surface of the column. The lower part of the single bracket (793) is extended to form the anchor fixing part (442), and the solid line is sheared and the dotted line is bent in the flat surface (793s) of the single bracket (793) before bending. The curved edge (813) is a deformed shape of an inclined edge, and is intended to secure space for the installation of a floating body within the solar structure. Figure [xviii] is shown in the right rear corner of Figure 27, and is a <pillar-beam> connection means (750) that fixes a pillar to the roof beam of a cross-sectional frame with eaves, a <pillar-purlin> connection means (390) that fixes the upper purlin to the pillar directly below the roof beam, and a <frame beam-fascia> connection means (710) that fixes the frame beam to the horizontal member with which the frame beam fascia is integrated above the roof beam, all applied in the form of a single bracket (791) of one <integrated> connection means (790). The surface of the single bracket (791) that contacts the upper purlin has a sloping edge (812) from the bottom of the upper purlin to the bottom of the surface that contacts the back of the column, and the surface of the roof beam that contacts the back of the column has a sloping edge (812) from the inside lower part of the back of the roof beam toward the back of the column, and the solid lines are sheared and the dotted lines are bent on the expanded plane (791s) before bending the single bracket (791). [xix] in the figure is shown on the top of the left column of the cross-sectional frame, which is the primary frame in Figure 29, and is a <column-beam> connection means (750) that fixes a roof beam onto the left column, two <beam-beam> lap connection means (740) that fix a pair of platform beams onto the roof beam, and a <beam-beam> lap connection means (740) that fixes another roof beam of the secondary frame just below the roof beam, all applied in the form of a double bracket (791, 792) of a single <integrated> connection means (790). The surfaces of the double brackets (791, 792) that contact the back of the roof beam and the column have inclined sides (812) at the bottom on both sides of the column, and also have inclined sides (812) from the top of the platform beam pair to the top of the roof beam, and from the bottom of the other roof beam of the secondary frame to the bottom of the roof beam of the primary frame. [xx] in the figure is shown on the top of the right column of the cross-sectional frame, which is the primary frame in Figure 29, and is a <column-beam> connection means (750) that fixes a roof beam onto the right column, two <beam-beam> lap connection means (740) that fix a pair of platform beams onto the roof beam, and a <beam-beam> lap connection means (740) that fixes another roof beam of the secondary frame just below the roof beam, all applied in the form of a double bracket (793, 794) to one <integrated> connection means (790). The surfaces of the double brackets (793, 794) that contact the roof beam and the back of the column each have an inclined side (812) at the bottom on both sides of the column, an inclined side (812) from the top of the platform beam pair to the top of the roof beam, and from the bottom of the other roof beam of the secondary frame to the bottom of the roof beam of the primary frame. [xxi] in the figure is shown at the bottom of the right column of the cross-section frame, which is the primary frame in Figure 29, and is a <column-beam> connection means (750) that fixes the floor beam from under the right column, a <beam-beam> lap connection means (740) that fixes the long horizontal member of the handrail from above the floor beam, and a <beam-beam> lap connection means (740) that fixes another floor beam of the secondary frame just below the floor beam, all applied in the form of a double bracket (795, 796) of a single <integrated> connection means (790). The surfaces of the double brackets (795, 796) that contact the backs of the floor beam and column respectively have an inclined edge (812) on the inside of the column, and an inclined edge (812) from the top of the horizontal member to the top of the floor beam. The surface that contacts the back of the floor beam of the secondary frame is cut and bent based on the surface that contacts the back of the floor beam of the primary frame.

[0042] Figure 34 shows the unfolded planar shape of specific objects ([iv], [vi], [vii], [ix], [x]) among the plate-type brackets mentioned above before bending, where the solid lines are sheared and the dotted lines are bent. [iv] in the figure shows one of the double brackets (792) of the <integrated> bracket (790∥380,710,740) in Figures 4 and 31 and its developed plane (792s). [vi] and [vii] in the figure indicate each double bracket (791, 792&793, 793) of the <integrated> bracket (790∥750, 740) in Figures 5 and 31 and the corresponding developed planes (791s, 792s&793s, 793s). [ix] in the figure shows the double bracket (791, 792) of the <integrated> bracket (790∥380, 710) in Figures 7 and 32 and the corresponding developed plane (791s, 792s). [x] in the figure indicates the double bracket (791, 792) of the <integrated> bracket (790∥380, 710) in Figures 8 and 32 and the corresponding developed plane (791s, 792s).

[0043] Figure 35 shows the unfolded planar shape of specific objects ([xiii], [xix], [xx], [xxi]) among the plate-like brackets before bending, where the solid lines indicate shearing and the dotted lines indicate bending. [xiii] in the figure shows the double bracket (791, 792) of the <integrated> bracket (790∥710, 750, 380) in Figures 18 and 32 and the corresponding developed planes (791s, 792s). [xix], [xx] and [xxi] in the figure respectively show the double brackets (791,792; 793,794&795,796) and the corresponding developed planes (791s,792s; 793s,794s&795s,796s) of the <integrated> bracket (790∥710,750,380) in Figure 27 and Figure 33. The two double brackets (791,792&793,794) referred to in [xix] and [xx] above include a surface (814) fixed to the lower roof beam, and said surface (abbreviated as 'overlap surface∥814') is formed by reducing the overlapping part with the remaining surface that contacts the back of the adjacent column and the upper roof beam. The apex of the overlapping surface (814) is transformed into a hypotenuse to form a pentagon, but the overlapping surface (814) can be left as a square plane and the overlapping portion with the remaining surface can be cut off. The double bracket (795, 796) referred to in [xxi] above includes a surface (815) that is fixed to the lower floor beam, and the surface (abbreviated as 'borrowed surface ∥ 815') is formed to be a load-bearing structure by borrowing a certain portion from the remaining surface that contacts the rear surface of the adjacent column and upper floor beam, and the shape of the borrowed surface (815) is determined in consideration of the structural stability of the remaining surface.

[0044] Shown in Figure 36 is the application of a <main member> bracket (760) for fixing the two main members that form the apex of the basic skeletal roof surface, the roof beam (210) and the roof beam parsha (340). The above <main member> brackets have the same shape and function as <roof beam-fascia> brackets applied to the ends of roof beams and roof beam fascias. When the roof beam and roof beam fascia are integrated parallel to each other to form a horizontal member (abbreviated as 'outer shell material') that completes the outer shell of the flat roof of the solar structure, the width of the <main member> bracket includes the entire width of the outer shell material. Reference symbol (a) in the drawing indicates a single-bracket type <main member> bracket (761) applied to a <main member> joint connection means (760) for fixing a roof beam (210) and a roof beam parsha (340) made of a single main member having a curved rectangular cross section. The <main member> bracket (761) is attached to the back surface of the two main members and is applied to fix them by an indirect fastening method such as welding, direct screws, or bolts and nuts. The specific shape of the indirect fastening method is not shown in the drawing. It is the same as that described above and below in this regard. Reference symbol (b) in the figure indicates a <main member> joining and connecting means (760) for fixing a double roof beam (211, 212) and a roof beam parsha (341, 342) made by gluing the back faces of two identical main members together, and indicates that a flat bracket (761) is sandwiched between the double main members and a curved bracket (762) is overlapped and fixed to the inside of the double main members. Reference symbol (c) in the figure indicates that in addition to the <main member> joining and connecting means (760) of reference symbol (b) above, a curved bracket (763) is overlapped and fixed to the outside of the double main member. The curved brackets (762, 763) are applied in accordance with the shape of the main member surface that they contact. These <main member> brackets are applied to connect two main members longitudinally at any of their contact points, and include two rectangular parallelepipeds based on the contact line where the two main members meet, one formed on one side of the primary main member (abbreviated as 'primary rectangular surface') and the other formed on one back side of the secondary main member (abbreviated as 'secondary rectangular surface'), each of the above primary rectangular surface and secondary rectangular surface being formed with one side being the width of the main members and the other side being of a certain length, and the range of the surface angle between the above primary rectangular surface and secondary rectangular surface is 180 degrees or less.

[0045] Shown in FIG. 37 is the application of a <support beam-fascia> bracket (710) for fastening the support beam pair (120) and support beam fascia (140) that form the outer periphery of the planar frame of the solar mount. The frame beam pair (120) is fixed to a single frame beam fascia (140), or the frame beam fascia (140) is integrated on the roof beam pars (340) and fixed to a horizontal member (abbreviated as 'outer member') that completes the outer periphery of the flat roof of the solar structure, by forming a <frame beam-fascia> connection means (710). Reference symbol (a) in the figure indicates a single bracket type <frame beam-fascia> bracket (711, 712) applied to the <frame beam-fascia> connection means (710) for fixing the pair of frame beams (120 | 122, 124) to the frame beam fascia (140) made of a single main member with a curved rectangular cross section. The two <frame beam-fascia> brackets (711, 712) are applied to the south frame beam (122) and the north frame beam (124), respectively, but they can be switched or applied to only one of them, and the part bent at a certain angle indicates a <frame beam-fascia> bracket (712u) with a curved surface formed with a certain (minimum) radius of curvature. The <frame beam-fascia> brackets (711, 712, 712u) are applied to the back of the two main members and fixed by indirect fastening methods such as welding, direct screws, or bolts and nuts. Reference symbol (b) in the figure indicates a single bracket type <frame beam-fascia> bracket (713, 714) applied to the <frame beam-fascia> connection means (710) that fastens the single frame beam (122) and the double frame beam (124, 125) to the double frame beam fascia (140∥141, 142). The <frame beam-fascia> brackets (713, 714) are of the same type of curved surface type, and are applied by being attached to the back surface of the single south frame beam (122) and the outer curved surface of the double north frame beam (124, 125), respectively. Reference symbol (c) in the figure indicates a single bracket type <frame beam-fascia> bracket (715, 716) applied to a <frame beam-fascia> connection means (710) that fastens the south frame beam (122) and the north frame beam (124) that are one unit to the shell material that is integrated with a single frame beam fascia (140) on the roof beam pars (340). The two <frame beam-fascia> brackets (715, 716) include the entire width of the shell material and can be replaced with each other or selected to be applied to both sides of the frame beam pair. Reference symbol (d) in the figure indicates the form of single bracket (717) and double bracket (718, 719) as <frame beam-fascia> bracket applied to <frame beam-fascia> connection means (710) that fixes the south frame beam (122, 123) and the north frame beam (124, 125) in which the roof beam parsia (340) of the outer shell material in reference symbol (c) becomes a double horizontal member (341, 342) and the frame beam pair is formed of double horizontal members. The single bracket (717) is inserted between the south frame beam (122, 123), and the double bracket (718, 719) is inserted between the north frame beam (124, 125) and fixed.

[0046] Shown in Figure 38 is the application of a <beam-to-beam> bracket (740) for fixing the mounting beam pair (120) forming the flat roof of the solar workpiece to the roof beam (210) and the reinforcing structure (130) of the mounting beam pair (120). According to the technical idea of ​​the present invention, the basic framework is formed of a large number of vertical frames including roof beams (210) and columns, and the solar frame is formed by fixing an inclined support base onto a pair of frame beams (120) arranged in the east-west direction. The flat roof of the solar work formed by installing the solar frame on the basic framework is a load-bearing structure in which the pair of frame beams (120) are fixed onto the roof beams (210) with <beam-beam> overlapping connection means (740) to form a #-shaped lattice structure. The <beam-to-beam> overlap connection means (740) is applied not only to fix the roof beam and frame beam pair but also to fix one horizontal member on another horizontal member, including other horizontal members such as roof beam parsha, reinforcing beam and purlin, and includes an indirect fastening with the addition of a <beam-to-beam> bracket (740), which is a plate-type bracket. Reference symbol (a) in the figure indicates that the pair of platform beams (120) is fixed to the roof beam (210) or roof beam parsha, which is made of a single main member having a curved rectangular cross section, with a direct screw (709). Such a beam-to-beam overlap connection means (740) using a direct screw (709) can be applied not only to double main members, but also to the intermediate parts of upper and lower horizontal members. Reference symbol (b) in the figure indicates two types of <beam-beam> brackets (740) applied to <beam-beam> lap connection means (740) for fixing a single platform beam pair (120∥122, 124) to a double roof beam (210∥211, 212). The <beam-beam> bracket (740) can be applied in the form of a single bracket (741) or a double bracket (742, 743). When either of the double brackets (742, 743) is applied, it becomes the form of a single bracket (741). A Vierendeel truss is formed by attaching platform beam horizontal supports (130) perpendicular to the single platform beam pair (120) at a regular interval between the single platform beam pair (120), thereby forming a load-bearing structure against buckling due to horizontal load. The platform beam horizontal supports (130) are The TIFF0007665228000006.tif77-shaped plate-type fixing bracket is used, and one or a pair of them are connected perpendicularly between the pair of platform beams (120) using fastening means such as direct screws, and the pair of platform beam horizontal supports (130) are fixed together with their backs butted together. Reference number (c) in the figure indicates a <beam-beam> bracket (740) in the form of a double bracket (744, 745) and a single bracket (746) applied to the doubled platform beam pair (120∥122, 123&124, 125) on the double roof beam (210∥211, 212) in reference number (b). The double brackets (744, 745) are formed by cutting and bending a single flat plate, and one of them can be selectively applied. The single bracket (746) on the right side indicates that it is formed by cutting a flat plate and welding it. The platform beam cross bracket (130) applied between the doubled platform beam pair (120) each having a curved rectangular cross section is, TIFF0007665228000007.tif77 is formed into a curved plate-shaped fixing bracket.

[0047] Figure 39 shows the application of an integrated bracket (790) that combines a <column-beam> bracket (750) for fixing the columns and roof beams of the elevation frame that form the apex or edge of the basic skeleton roof surface of the basic skeleton roof surface, and a <roof beam-fascia> bracket (380) that finishes the end of the above-mentioned roof beam with the roof beam fascia, and shows the connection of the main member to other columns (270). Reference symbols (a), (b) and (c) in the figure indicate the vertices of the polygon, and reference symbol (a) indicates the <column-beam> connection means (750) that fixes the pillar (220) and roof beam (210) made of one main member, and the <roof beam-fascia> connection means (380) that fixes the end of the roof beam (210) to the two roof beam parscias (341, 343) that form the convex vertices of the polygonal plane, into one <integrated> connection means (790). The <integrated> bracket (790), which is a plate-type bracket applied to the <integrated> connection means, is in the form of a double bracket (791, 792) and is fixed in an indirect fastening manner by welding, direct screws or bolts and nuts, etc., in contact with the backs of the related main members, the pillar (220), roof beam (210) and roof beam parscias (341, 343). Reference symbol (b) in the figure indicates an <integrated> connection means (790) which integrates a <column-beam> connection means for fixing the columns (221, 222) and roof beams (211, 212) made of double main members, and a <roof beam-fascia> connection means for fixing the end of the roof beam (210) to a single roof beam parscia (341, 343) which forms the concave apex of a polygonal plane. The <integrated> bracket (790), which is a plate-type bracket applied to the <integrated> connection means, is in the form of a double bracket (793, 794) which contacts the back of the roof beam parscia (341, 343) and is inserted and fixed between the double columns (221, 222) and roof beams (211, 212). Reference symbol (c) in the figure indicates a column (223, 225) added to the back of two single roof beam parscias (341, 343) that form the concave vertices of the polygonal plane in reference symbol (b), and integrated into one column by adding it to the conventional double columns (221, 222), and indicates an <integrated> connection means (790) that integrates the <column-beam> connection means and the <roof beam-fascia> connection means into one. The <integrated> bracket (790), which is a plate-type bracket applied to the above <integrated> connection means, is in the form of a double bracket (795, 796) that contacts the back of the roof beam parscias (341, 343) and the added column (223, 225), and is inserted and fixed between the double columns (221, 222) and roof beams (211, 212). Reference symbols (d), (e), (f), and (g) in the figure relate to the formation of a basic framework in which the elevation frame is located at the middle of one side of the polygonal plane. Reference symbol (d) indicates the application of an <integrated> bracket (790) which is a plate-type bracket and an <integrated> connection means (790) which integrates a <column-beam> connection means (750) for fixing the elevation frame column (220) and roof beam (210) made of one main member, and a <roof beam-fascia> connection means (380) for fixing the end of the roof beam (210) to a single roof beam fascia (340) which forms one side of the polygonal plane. Reference symbol (e) indicates the application of a <integrated> bracket (790) which is a plate-type bracket, and the <column-beam> connection means (750) which fixes the elevation frame column (220) and roof beam (210) made of one main member. Reference symbol (f) indicates the pillars (221, 222) of reference symbol (e) to which pillars (223, 225) are added on the back of the roof beam fascia (340) to be integrated into one pillar, and indicates the double bracket (797, 798) type, which is an <integrated> bracket (790) of a plate-type bracket as an <integrated> connecting means (790) that integrates the <pillar-beam> connecting means and the <roof beam-fascia> connecting means for this purpose into one. The <integrated> connection means (790) of the above reference symbols (d), (e) and (f) are formed in the shape of a plate-type bracket similar to the above reference symbols (a), (b) and (c), respectively, and are fixed by an indirect fastening method. Reference symbol (g) is a double reinforcement of the single main member of reference symbol (f), and the double main members are integrated by butting their backs together. This shows the application of the <integrated> bracket (790), which is a plate-type bracket that is integrated by adding another horizontal member (342, 344) to the back of the roof beam parsya (340∥341) and integrating them into one, so that double columns (223, 224 & 225, 226) are positioned on both sides of the existing columns (221, 222) to form one column. The reference characters (h), (i) and (j) in the figure indicate that the basic skeleton is created by fixing the roof beam (210) to the roof beam-fascia connection means (380) at the midpoint of the roof beam fascia (340), which is one side of the polygonal plane, on top of a column (270) of a different shape from the main member, thereby forming an elevation frame. The <roof beam-fascia> connection means (380) is in the form of a double bracket (381,722&723,724) of plate-type brackets, and reference symbol (h) is a double bracket (381,722) that fixes the roof beam (210) and the roof beam parsia (340), which is supported and fixed by the horizontal members (210, 340) and the cylindrical column (270∥271) that is the other main member, and reference symbol (i) is a double bracket (723,724) that fixes the roof beam (210) and the roof beam parsia (340) with a plate-type bracket extended under the horizontal member, and this extended part is sandwiched and fixed by the cylindrical column (270∥271). Reference symbol (j) is a double reinforcement of the single main member of reference symbol (i), and the double main members are integrated by butting their backs together.

[0048] Shown in Figure 40 is the application of a <column-beam> bracket (750) for fixing at the midpoint of the columns and roof beams of the elevation frame so that the solar workpiece flat roof can have eaves, and the combination of the above columns and roof beams for converting it into a load-bearing structure. Reference symbols (a) and (b) in the figure relate to the formation of the above-mentioned elevation frame in which horizontal members (210) and soft members (220), which are main members having a curved rectangular cross section, are fixed with a <column-beam> connecting means (750). Reference symbol (a) indicates the application of a single bracket (751) type <column-beam> bracket (750), which is a plate-type bracket, to fix the beam (210) and column (220), which are made of a single main member. Reference symbol (b) indicates the application of the above <column-beam> bracket (750) to fix doubled beams (210∥211, 212) and columns (221, 222), which are formed by adding a single main member to each of the main members of reference symbol (a). Reference characters (c) and (d) in the figures indicate the formation of an elevation frame in which one adjacent single or double main member is added to form a pair of composite structural long members (abbreviated as "composite pair") as previously described in Figures 9 and 10, respectively. Reference symbol (c) shows two elevation frames, each of which has two single roof beams (211, 213) and columns (221, 223) fixed with <column-beam> brackets (751, 752), positioned adjacent to each other, and the above composite material pairs are fixed with flat main member horizontal supports (230∥231, 232, 233, 234). Reference symbol (d) shows two elevation frames, each of which has two double roof beams (210∥211, 212&213, 214) and columns (220∥221, 222&223, 224) fixed with <column-beam> brackets (751, 752), positioned adjacent to each other, and the above composite material pairs are fixed with curved main member horizontal supports (230∥232, 233). As explained in the above Figures 9 and 10, in order to form a load-bearing structure that resists buckling due to horizontal loads, The main component horizontal stand (230∥231, 232, 233, 234), which is a plate-type fixing metal fitting having a TIFF0007665228000008.tif77 shape, is fixed directly between the composite material pairs (210, 220) by fastening means such as direct screws. Reference symbols (e), (f) and (g) in the figures indicate a method in which a part of a roof beam (210∥212, 212) made of a main member having a curved rectangular cross section is supported and fixed by a cylindrical column (271, 272, 273), similar to the application of a cylindrical column different from the main member in the description of Figure 39 above. Reference symbol (e) indicates a method in which a <column-beam> bracket (750), which is a plate-type bracket with a square plane, is attached to the roof beam (210), which is a single main member, in the form of a single bracket (751), and is supported and fixed by a cylindrical column (271); reference symbol (f) indicates a method in which the lower part of the plate-type bracket with a square plane of reference symbol (e) is protruded to form a <column-beam> bracket (750) with a hexagonal plane that is attached to the roof beam (210), and the lower part is sandwiched and fixed by a cylindrical column (272). Reference numeral (g) denotes a column-beam bracket (750) of the same type as reference numeral (f) which is fixed between the double roof beams (211, 212) and fixed to a cylindrical column (273). Reference symbol (h) in the figure indicates that when a pillar (220∥221, 212) is fixed to a part of a roof beam (210∥212, 212) made of a main member with a curved rectangular cross section, and a purlin (320) is attached to the top of the pillar (220) just below the roof beam (210), the adjacent plate-shaped brackets <pillar-beam> bracket (750) and <pillar-purlin> bracket (390) are integrated to form one <integrated> bracket (790) in the form of a double bracket (791, 792) for application. The left side shows a structure applied to a single main member, the roof beam (210) and pillar (220), and the right side shows a structure related to a double roof beam (210∥211, 212) and pillar (221, 221). The purlin (320) is also cut to an appropriate length and one piece is added, making the basic frame a load-bearing structure.

[0049] Figure 41 shows an example of the shape of a plate-type bracket that is cut and bent from a single flat plate without any attachment process such as welding, based on the technical idea of ​​this invention. It targets plate-type brackets formed from a <beam-beam> bracket applied to the basic skeleton corners of the cross section frame (206) with eaves and the side wall frame (207) as explained above in Figure 3, a <frame beam-fascia> bracket, and an <integrated> bracket in which a <main member> bracket and a <column-beam> bracket are integrated. The plate-type bracket is formed according to the shape of the connecting portion of the main components, and the basic shape of the plate-type bracket includes a contact line (820), a contact angle (830), and two contact surfaces (840). The contact line (820) is the reference line where the back surfaces of the two main components meet, and the contact angle (830) is the angle where the two main components meet, consisting of an acute angle on one side and an obtuse angle on the other side. The two contact surfaces (840) are square planes at the contact portion of the back surfaces of the two main components, and this square plane includes one side of the width of the back surfaces of the main components and another side of a corresponding length, and a triangular plane is added to the inside of the two contact surface joints, with the outside of a concave vertex as an inclined side (812). The first <beam-beam> bracket (740) from the left is applied in the form of a single bracket (741), and the <beam-beam> bracket (740) is applied to a connection at a certain contact point where a secondary main member, south frame beam (122), which is a horizontal member, is placed on top of a primary main member, roof beam (211), which is a horizontal member, in a hierarchical framing method. On the back of one of the two horizontal members, the primary main member includes one (long) rectangular surface (abbreviated as 'primary rectangular surface: 841') with the contact line (820) at the center, and on the back of one of the other secondary main members based on the contact line, includes another (short) rectangular surface (abbreviated as 'secondary rectangular surface: 843'), and a triangular plane including an inclined side (812) is added to the apex of the primary rectangular surface so as to be inclined and extended to connect with the end of the contact line of the secondary main member, forming a hexagonal plane. Based on the contact line of the hexagonal plane, the secondary square surface is bent at an acute angle (831) or an obtuse angle within the contact angle (830) to form a single bracket (741), and each single bracket bent at an acute angle or an obtuse angle can be formed into a double bracket by doubling the hexagonal plane and placing the secondary square surface on the same plane. The second <frame beam-fascia> bracket (710) on the left is of double bracket (711, 712) type, and the two <frame beam-fascia> brackets (710) on the right, one of which is of double bracket (713, 714) type and the other of which is of single bracket (715, 716) type. The <frame beam-fascia> bracket (716), which is a modified version of the single bracket (715), has a triangular borrowed surface (815) added to form a load-bearing structure, and is rotated 60 degrees counterclockwise around the dash-dot axis for ease of understanding. The <Frame Beam-Fascia> Bracket (710) and the <Roof Beam-Fascia> Bracket are used to connect the end contact part of the secondary main member (Frame Beam: 120 or Roof Beam: 211) to the contact part of the other horizontal member, which is a horizontal member, in the flush framing method. Based on the contact line, it includes two rectangular parallelepipeds, one on the back side of one side of the primary main member (abbreviated as 'primary rectangular surface: 848') and the other on the back side of the end of the secondary main member (abbreviated as 'secondary rectangular surface: 849'). Based on the contact line of the primary rectangular surface, the secondary rectangular surface is bent at an acute angle (832) or obtuse angle within the contact angle (830) to form a single bracket (713&714). The two single brackets are placed on the same plane with the primary rectangular surface overlapping the other secondary rectangular surface to form a double bracket. The frame beam fascia (140) is formed of horizontal members (abbreviated as 'frame members') that finish the outer periphery of the basic framework roof surface, which is an integrated structure that is layered on the roof beam parsia (340), roof beam (212) or reinforcing beam in a hierarchical framing format and arranged in a row. The frame beam-fascia bracket (710) or roof beam-fascia bracket for connecting the frame beam (120) or roof beam (211) to the outer periphery also includes the single bracket and double bracket types. The single bracket has the primary square surface (843&849) that is connected to the two upper and lower back surfaces (841, 842&847, The secondary rectangular surface is extended downward in the case of a frame beam (122) or upward in the case of a roof beam (211) including the contact line (848), and the secondary rectangular surface is extended at an angle from a vertex outside the contact line to a vertex passing through the contact line of the extended primary rectangular surface (711 & 712), and a triangular plane including an inclined side (812) is added to form the secondary rectangular surface. The two single brackets are combined in the same manner as above to form the double bracket (711, 712), and the combined single bracket (715) of a specific shape is formed by extending the primary rectangular surface not only downward in the case of a frame beam or upward in the case of a roof beam, but also double-laterally beyond the contact line. The <main member> bracket (760) that fixes the corner of the basic roof surface located in the center of the figure is applied to the connection of the above-mentioned outer shell material with the longitudinal <main member> joint connection means in the form of a single bracket (761), forming a half-line on both sides. The above-mentioned single bracket (761) includes a contact surface (841) that contacts the rear surface of the roof beam pars (340) on one side and a contact surface (842) that contacts the rear surface of the frame beam fascia (140) on the top of it, and a contact surface (847) that contacts the rear surface of the roof beam (212) on the other side and a contact surface (848) that contacts the rear surface of the frame beam fascia (140) on the top of it. The solid lines shown in the above-mentioned <main member> bracket (761) are the contact lines of the related main members (340, 240, 212). In the center of the drawing, the cross section frame (206) and the side wall frame (207) are structured to integrate their respective columns (221, 222) into one (220) and share it, and two <column-beam> brackets that fix the corresponding roof beams (211, 212) on top of it are integrated into one <integrated> bracket (790) in the form of a double bracket (791, 792) to be applied. The solid lines shown in each of the <integrated> brackets (791, 792) are the contact lines between the related main members (221, 222, 211, 212, 140), and the dotted lines indicate the outline of the main members. The <integrated> bracket (790∥791, 792) has rectangular parallelepiped contact surfaces (844, 846, 845, 847, 848) that contact the back surfaces of the respective associated main components, and a triangular plane having an inclined side (812) including one vertex of the contact surfaces is added. The contact surface (840) of the rectangular surface is formed by extending the back surface of the related main component in the length direction and extending each side, not including the end of the back surface, to a certain length outward from the overlapping rectangular surface when the related main component is on the same plane, and when the back surface of the related main component intersects with the related main component at a certain contact angle (830), each rectangular surface is formed by two horizontal sides of a certain length and two vertical sides of the width of the main component based on the line passing through the contact line or contact point. The triangular plane including the inclined side (812) is formed as a plane that continues from two adjacent vertices or one vertex of the right angle surface to a certain point and does not contact the back surface of the main component. The plate-type bracket, which includes two rectangular surfaces and a triangular plane having the above-mentioned contact angle (830), is cut and bent from a single flat plate and is designed to become a load-bearing structure when used as a connecting means for related main components. Although the above <integrated> bracket (790) is presented in the form of a double bracket (791, 792), there is no loss in selecting either one and applying it as a single bracket (791|792) as a means of connecting related main members. For example, the single bracket (791) inside the basic frame has a <column-beam> bracket that connects the end of the roof beam (211) of the side wall frame (207) to the column (221) and a <column-beam> bracket that connects the end of the roof beam (212) of the cross section frame (206) to the column (222), so these two are merged into one based on the vertical contact line (820) on the back of the related main member. The two <column-beam> brackets are integrated with the frame beam fascia (140) on the roof beam (212) of the cross-sectional frame (206), and include contact surfaces (844, 845, 846, 847, 848) that embrace the exterior material of the basic framework roof surface, and a triangular plane having an inclined side (812). If the columns (221) are removed from the side wall frame (207) and only the roof beam (211) is added, the roof beam will function as a reinforcing beam, and the reinforcing beam will be applied to the roof beam (212) of the cross section frame (206) using a <main member> bracket or a <column-beam> bracket method having a certain contact angle with the column (222).

[0050] Figure 42 shows examples of the shape of plate-type brackets for connecting multiple beams and columns according to the technical concept of the present invention. (a) is applied to the basic framework that supports the cross-sectional frame (206c) with eaves by the side wall frame (207c) as explained in Figure 29 above using <integrated> brackets (793, 794, 795, 796), and is shown rotated 180 degrees on a plane to facilitate understanding. (b) is applied to the cross-sectional frame (206e) with eaves as explained in Figure 25 above using <integrated> brackets (791) to secure the purlin (320) to the top of the pillar (240) that supports the roof (210). The plate-type brackets (793, 794, 791) are in a form where the <beam-beam> brackets (740) that secure the frame beam pairs (122, 124) on the roof beams (211, 210) join together. The <integrated> bracket at the top of reference symbol (a) in the figure is a double bracket (793, 794) type that combines one <column-beam> bracket (750) and three <beam-beam> brackets (740). The <column-beam> bracket (750) is applied to connect the roof beam (211) of the cross-sectional frame (206c) to the column (240), one of the three <beam-beam> brackets (740) supports and fixes the roof beam (211) to the roof beam (212) of the side frame (207c), and the other two <beam-beam> brackets (740) are applied to fix the platform beam pair (122, 124) on the roof beam (211) of the cross-sectional frame (206c). Applying only one of the double brackets (793, 794) (793) does not interfere with the connection of the related main members (211, 240, 212, 122, 124), but by applying both, the two main members, the roof beams (211, 212) and the column (240), can be reinforced with a double main member by attaching an additional layer to the back of each. The <integrated> bracket at the bottom of reference symbol (a) in the figure is a double bracket (795, 796) type in which one <post-beam> bracket (750) and two <beam-beam> brackets (740) are combined. The <post-beam> bracket (750) is applied to connect the floor beam (361) of the cross section frame (206c) to the column (240), and one of the two <beam-beam> brackets (740) supports and fixes the floor beam (361) to the floor beam (362) of the side frame (207c), and the other fixes the large horizontal member (610), which is a horizontal member for handrail, on the floor beam (361). The horizontal member for handrail is integrated with the side frame (207c) to form a vertical load-bearing structure. Although only one (796) of the above double brackets (795, 796) can be used to connect the related main members (240, 361, 362, 610), it is possible to use both and reinforce the two main members, the floor beams (361, 362) and the column (240), by attaching them to the back of each member in a single layer. The solid lines shown in each of the four <integrated> brackets (793, 794, 795, 796) are the contact lines between the related main members (211, 240, 122, 124, 212, 361, 610, 362), and the dotted lines indicate the outlines of the main members. A rectangular parallelepiped contact surface (841, 842, 843, 844, 845, 846, 847, 848) is formed in contact with the back surface of each of the related main members, and a triangular plane is added with an inclined side (812) at the outside of one vertex recessed inward of the contact surface set. The triangular plane including the inclined side (812) is formed by extending the contact surface outward, and is considered to allow the application of a double main member while making the plate-type bracket a load-bearing structure. The triangular planes attached to the contact surfaces (845, 848) of the two <integrated> brackets (793, 796) that contact the lower horizontal members (212, 362) for the connection of all related main members are formed by borrowed surfaces (815) that are borrowed from other adjacent contact surfaces (841, 846). The lower contact surface (845) of the upper <integrated> bracket (793) may also be an overlapping surface (814) that overlaps with an adjacent triangular plane. The shapes of the overlapping surfaces (814) and borrowed surfaces (815) are determined with consideration given to the load-bearing structure. Reference symbol (b) in the figure is a single bracket type <integrated> bracket (791), which is a combination of one <column-beam> bracket (750), a <column-purlin> bracket (390), and two <beam-beam> brackets (740). The <integrated> bracket (791) has square planar contact surfaces (841, 842, 843, 844, 845) corresponding to the related main members (210, 240, 124, 122, 320), and includes horizontal contact line (822) and vertical contact line (824) as contact lines where the backs of the main members come into contact. A triangular plane is added to the inside of the contact surface joint set, with the outside of one vertex being a slanted side (812) or curved side (813). The curved side (813) is simply due to the outer shape of the floating body, which is another component added to the basic frame, and does not limit the technical idea of ​​the present invention.

[0051] Figure 43 shows examples of the shape of plate-type brackets for cross-connecting columns and beams, where (a) shows the platform framing method applied to the multi-layer basic frame described in the explanation of Figure 13 above, rotated 180 degrees on a plane for convenience, and (b) shows the balun frame method applied to the perpendicular connection between beams and columns. The <frame beam-fascia> connection means and the <roof beam-fascia> connection means each use the above-mentioned flush framing method of two horizontal members, the <beam-beam> lap connection means uses the above-mentioned hierarchical framing method of two horizontal members, the <column-beam> connection means and the <roof beam-fascia> connection means each use the above-mentioned hierarchical framing method of two horizontal members, and the <column-beam> connection means and <column-purlin> connection means form the basic framework by connecting the columns, which are soft straight members, and the beams and purlins, which are horizontal members, and generally the connection between the columns and beams takes the platform framing form, and the connection between the columns and purlins takes the balun framing form. The integrated bracket (790) in the figure (a) is a double bracket (791, 792) type in which three column-beam brackets (750) are combined. One of the three column-beam brackets (750) is applied to the column (241) and roof beam (211) of the side wall frame (207e), another is applied to the column (242) and roof beam (212) of the side wall frame (207f), and the remaining one is applied to the column (243) of the cross section frame (206c) and the lower reinforcing beam (312). The above columns (241, 242) are integrated into one (240), and another column (243) is added on top of it, and two plate-type brackets (791, 792) are required to fix the above three-elevation frame (207e, 207f, 206c), and one is added to each related main member to allow the double main member to be a load-bearing structure. The contact surfaces (841, 842, 843, 844, 845, 846) in the <integrated> bracket (790∥791, 792) contact the back surfaces of the corresponding associated main parts (212, 312, 211, 243, 242, 241), and include a horizontal contact line (822) and a vertical contact line (824) as contact lines with which the back surfaces contact, and a triangular plane is added to the inside of the set of contact surfaces, with the outside of one vertex being a concave side (812). The <integrated> bracket (790) with reference number (b) in the figure is a form in which two <column-beam> brackets (750) are combined into a single bracket (791). One of the two <column-beam> brackets (750) is applied to fix the column (225) and roof beam (214), and the other is applied to fix the roof beam (214) and another column (226). The roof beam (214) is made into one and fixed to two columns (225, 226) at the middle part so that they are perpendicular to the back surface of the same plane. The orthogonal form of the load-bearing structure is completed by adding one column (227) and two roof beams (215, 216) as one main member to the back surface of the related main members (225, 214, 226). The contact surfaces (841, 842, 843) in the <integrated> bracket (790∥791) contact the back surfaces of the corresponding associated main parts (225, 214, 226), and include a horizontal contact line (822) as the contact line with which the back surfaces contact, and a triangular plane including an inclined side (812) is added by connecting the nearby vertices of one of the contact surfaces (841, 842, 843) and the other contact surface.

[0052] FIG. 44 shows a typical shape of a main member to which the technical concept of the present invention is applied. The main member includes the following characteristics related to the material, process, and shape, the material of the main member includes at least one of metal, synthetic resin, and composite material, the molding process of the main member includes at least one of cold or hot rolling molding, extrusion molding, pultrusion molding, and composite material molding, and the cross-sectional shape of the main member is The main members include any one or more of the above-mentioned cross-sectional shapes, C-shape (Channels), D-shape, H-shape, I-shape, L-shape (Angles) and T-shape, and the main members include horizontal members and soft straight members formed in a single of the above-mentioned cross-sectional shapes or having mixed cross-sectional shapes, and further include composite members formed by combining two or more of the main members with welding, direct screws or bolts and nuts. Reference characters (a) and (c) in the figure have a specific shape, and (b) TIFF0007665228000010.tif77 type, (d) is C type (Channels), (e) is square type, horizontal or vertical long members with rectangular cross section. The rectangular cross section is a rectangle formed by a long side (512) of height (H) and a short side (514) of width (B), and the surface including the long side (512) is composed of the back side (516) and the front side (517), and the surface including the short side (514) is composed of the upper side (518) and the bottom side (519). The back side (516) of the rectangular cross section is the closed side, and the front side (517) is the open side. The above rectangular cross-section main member can be used as a single horizontal member or soft straight member, but to form a load-bearing structure, another identical or similar main member can be added and the backs of each member butted together and fixed together by welding, direct screws, or direct fastening with bolts and nuts to form a double rectangular member. The main members other than the rectangular cross section include long members having an H-shaped cross section as shown in the figure (f), an I-shaped cross section as shown in the figure (g), an L-shaped cross section as shown in the figure (h), and a T-shaped cross section as shown in the figure (i). In addition to the main members, cylindrical columns and square tube columns are also included, and long and large members can be formed from composite main members formed by connecting two or more of the main members by welding, direct screws, or bolts and nuts. The main members with the rectangular cross sections (a, b, c, d, e) are applied as general horizontal members and soft vertical members of the basic frame of the present invention, and the remaining cross sections (f, g, h, i) and cylindrical columns, square tube columns, and composite main members are applied to the reinforcing beams, purlins, columns, etc. of the basic frame. The reference characters (a) and (c) in the drawings having the specific shape indicate main members having a specific rectangular cross section as a cross section shape, and the rectangular cross section includes one long side (H: 512, 516) and two short sides (B: 514, 518, 519), and the long side is placed on the back side (Backside: 516), and the short side (514) is bent at a right angle on both sides to form two side faces (Flanks∥518, 519), and the rectangular cross section is The end of each of the two short sides includes a flange (Flange: C) and an end (End: D), the flange is bent at a right angle from the end of the short side parallel to the long side, so that the rectangular cross section becomes a C-shape (Channel), the end is bent inward at a right angle again from the end of the flange to form a frontal side, the corners formed between the long side, short side, flange and end include a round shape with a constant radius of curvature, the long side includes two pairs of convex curved portions with different depths on the inside, the curved portions include a minor curved portion with a small depth and a major curved portion with a large depth, and the minor curved portion and the major curved portion are formed symmetrically on both sides of the end of the long side at a regular interval inward.

[0053] Figure 45 shows a conceptual solar structure in which the pair of support beams (120) of the solar support frame (100) and the roof beams (210) of the elevation frame (206a, 206b) are approximately perpendicular to each other, disassembled into upper (a) and lower (b). According to the technical concept of the present invention, the solar panel (170) is installed at a proper tilt angle in a proper direction, which is determined near the north latitude tilt angle facing south in the case of the northern hemisphere, or the south latitude tilt angle facing north in the case of the southern hemisphere (abbreviated as "proper tilt angle in a proper direction"). Thus, the frame beam pair (120∥122, 124) is arranged parallel to each other at a fixed interval in the east-west direction, the inclined support base (160) having the above inclination angle is fixed on the frame beam pair (120), and the solar panel (170) is installed in a row on the inclined support base. The frame beam pair (120) is fixed with the frame beam horizontal frame (130) between them, and the ends are finished with the frame beam fascia (140), and the solar frame (100) is formed as a load-bearing structure. In the figure, reference numeral (a) denotes the solar mount (100), and (b) denotes the basic frame supporting the solar mount (100). The basic frame is formed of an elevation frame (200) with eaves on both sides, and the elevation frame is two cross-sectional frames (206a & 206b) in the form of box frames (203a & 203b). The left cross-sectional frame (206a) is a box frame (203a) formed by single or double integrated main members, namely, columns (221, 241) on both sides, a roof beam (211) and a floor beam (361), while the right cross-sectional frame (206b) is a box frame (203b) formed by two columns (222, 223 & 242, 243) on both sides, two roof beams (212 & 213) and two floor beams (362 & 363) which are made up of composite material pairs (560) arranged at regular intervals and fixed between them by main member cross frames (230 | 232, 234). The ends of the roof beams (210∥211, 212, 213) are finished with roof beam parsia (340∥341, 342), and the roof beam parsia (340) and the roof beam (210) are integrated with the frame beam fascia (140) parallel to the top of the roof beam parsia (340) and roof beam (210). The basic frame is strengthened as a load-bearing structure by forming a horizontal member (abbreviated as 'outer member') that completes the outer member of the flat roof of the solar structure. The above solar structure shows that the solar mount (100) is applied to a location where it can have an appropriate tilt angle, and the mount beam pair (120) of the solar mount is placed on the roof beam (210) of the basic frame and fixed in a hierarchical framing format. As a result, the flat roof of the solar structure formed by the mount beams (122, 124) and roof beam (210) has a #-shaped lattice structure, and in addition, the inclined support base (160) is fixed on the mount beam pair (120), making the flat roof a load-bearing structure.

[0054] Figure 46 shows a conceptual solar structure in which the pair of support beams (120) of the solar frame (100) and the roof beams (340) of the elevation frame (206a, 206b) are placed almost parallel to each other, disassembled from top to bottom. The above solar structure is shown rotated at a certain angle on a plane to facilitate reading, with the solar structure being the one discussed in the explanation of Figures 19 and 22 above. As explained in the above-mentioned FIG. 45, according to the technical idea of ​​the present invention, the solar panel (170) is installed at an appropriate tilt angle, so that the pair of mounting beams (120∥122, 124) are arranged parallel to each other at a fixed interval in the east-west direction, the tilted support base (160) is fixed thereon, and the tip of the support beam is finished with the mounting beam fascia (140), and the solar mounting base (100) is formed as a load-bearing structure. In the figure, reference numeral (a) denotes the solar mount (100), and (b) denotes the basic frame supporting the solar mount (100). The basic frame is formed of an elevation frame (200) with an eave on one side, and the elevation frame is three cross-sectional frames (206g, 206h & 206i) in the form of a portal frame (202) and one side wall frame (207b). The left and right cross-sectional frames (206g & 206i) are formed of a portal frame (202) consisting of the pillars (221, 241 & 225, 245) and roof beams (211 & 215) on both sides, which are single or double integrated main members. The central cross-sectional frame (206h) is formed of the portal frame (202) consisting of two pillars (222, 242 & 223, 243) and two roof beams (212 & 213) on both sides, which are made of identical main members arranged at regular intervals and fixed between them by main member cross frames (230 | 232, 234), forming a composite material pair (560). Both ends of the roof beams (210 | 211, 212, 213, 214) are finished with roof beam parsia (340), and the roof beam parsia (340) and the roof beam (210) are integrated with the frame beam fascia (140) parallel to the top of the roof beam parsia (340), and the solar structure flat roof is formed of horizontal members (abbreviated as 'outer member') that complete the outer hull, and the basic frame is strengthened as a load-bearing structure through the outer hull. The side wall frame (207b) located at the front forms a portal frame (202) with pillars (224, 244) on both sides and a roof beam (214), and the roof beam (214) is attached to the top of the side pillars (221, 222, 223 & 225) with eaves of other cross-sectional frames (206g, 206h & 206i) to support each roof beam (211, 212, 213 & 215), strengthening the solar structure. When only the roof beam (214) is applied to the side wall frame (207b) without pillars (224, 244) on both sides, the roof beam becomes a purlin that forms the basic framework. The frame beam pair (120) is arranged in almost the same direction as the three cross-sectional frames (206g, 206h & 206i), and as a supporting structure, a number of reinforcing beams (310) are arranged at regular intervals on the same plane and fixed between the roof beams (211, 212 & 213, 215) of the cross-sectional frames, and the flat roof formed by fixing the frame beams (122, 124) on the number of reinforcing beams (310) has a #-shaped lattice structure, and the solar structure becomes a load-bearing structure. In addition, by applying the composite material pair (560) applied to the main member of the central cross-sectional frame (206h) to the reinforcing beams (310), the solar structure is expected to be strengthened against load. [Example 7]

[0055] Figure 47 shows Example 7 of the present invention applied to an architectural structure, which conceptually illustrates a "multipurpose solar energy system" formed by solar structures on a building rooftop (950) of reference number (a) and a building roof (970) of reference number (b). Reference symbol (a) in the figure relates to the application of a multipurpose solar energy system that can also be used for producing solar energy without interfering with the original use of the space below by adding a solar structure with a flat roof on various types of roofs, including gable roofs (970) of buildings such as warehouses, factories, and workshops. Cross-sectional frames (206a, 206b) in the form of portal frames (202) with or without eaves are arranged at regular intervals on the elevation frame (200) across the roof (970) and fixed to the ground surface (900) or the roof (970). The cross-sectional frames (206a) fixed to the ground surface (900) and the cross-sectional frames (206b) fixed to the roof (970) are selectively applied depending on the load-bearing state of the building roof and other conditions. By adding one or more columns to support the middle parts of the roof beams of the cross-sectional frames (206a, 206b), the effect of distributing the load of the roof beams can be expected. The ends of the roof beams of the portal frame (202) covering the building roof (970) are finished with roof beam parsia (340) to form the basic skeletal roof surface outer shell, and when the solar mount (100) is fixed onto it, the mount beam fascia (140) is integrated with the roof beam parsia (340) and roof beams of the flat roof outer shell to form a load-bearing structure and strengthen the solar workpiece. Reference symbol (b) in the figure relates to the application of a multi-purpose solar energy system for additional utilization of the space below and production of solar energy by adding a solar structure to the rooftop (950) of an apartment or office building. Along the outer periphery of the rooftop (950), a vertical frame (200) is fixed to a portal frame (202) type cross-sectional frame (206) with or without eaves at regular intervals across the space below. The height of the vertical frame (200) is set higher than the height of the entrances and ventilation and air conditioning facilities on the rooftop (950) so that a flat roof of the solar structure is formed. The ends of the roof beams of the cross-sectional frame (206) are finished with roof beam parsia (340) to form the basic skeletal roof surface outer shell, and when the solar mount (100) is fixed onto it, the mount beam fascia (140) is integrated with the roof beam parsia (340) and roof beams of the flat roof outer shell to form a load-bearing structure and strengthen the solar workpiece. [Example 8]

[0056] Figure 48 shows Example 8 of the present invention, which is applied to civil engineering structures, and conceptually illustrates a "multipurpose solar energy system" formed by solar structures on a crosswalk (960) at reference number (a), a bridge (980) at reference number (b), and a walkway (990) at reference number (c). Reference symbol (a) in the figure relates to the application of a multi-purpose solar energy system for producing solar energy on a crosswalk (960) built on a road (900) by adding a solar structure on the crosswalk and using the space below as a pedestrian walkway. A portal frame (202)-type cross-sectional frame (206) with a central pillar and a number of elevation frames (200) with eaves in the length direction of the crosswalk (960) is fixed at regular intervals across the space below. The crosswalk (960) is constructed in accordance with the "Rules for the Determination, Structure and Installation Standards of City and County Planning Facilities (abbreviated as "Rules for the Installation Standards of City Planning Facilities")," and the size of the solar structure, including the height of the elevation frame (200) that is applied thereto, is determined by the "Rules for the Structure and Installation Standards of Roads (abbreviated as "Road Structure Rules"). The ends of the roof beams of the cross-sectional frame (206) applied to the above-mentioned crosswalk (960) are finished with roof beam parsia (340) to form the basic skeletal roof surface outer shell, and when the solar mounting stand (100) is fixed thereon, the mounting stand beam fascia (140) is integrated with the roof beam parsia (340) and roof beams of the above-mentioned flat roof outer shell to form a load-bearing structure, thereby strengthening the above-mentioned solar workpiece. Reference symbol (b) in the figure relates to the application of a multi-purpose solar energy system in which a solar structure with a flat roof is added on the roadway or walkway of a bridge (980) to add a solar energy production function without interfering with the original traffic use of the space below. In order to form a solar structure wider than the width of the walkway, a vertical frame (200) is installed across the width of the bridge (980) and cross-sectional frames (206a, 206b) in the form of a box frame (203) with or without eaves are installed at regular intervals on the top of the bridge (980). If only the walkway of the bridge (980) is to be covered, a cross-sectional frame (206a) in the form of the box frame (203) with eaves is applied, and if both the roadway and the walkway of the bridge (980) are to be covered, a cross-sectional frame (206b) in which the roof beams of the box frame (203) are integrated into one is applied. The ends of the roof beams of the cross-sectional frames (206a, 206b) are finished with roof beam parsia (340) to form the outer periphery of the basic skeletal roof surface, and when the solar mount (150) is fixed on it, the length of the mount beam pair arranged in the east-west direction is expanded to a certain extent outside the outer periphery of the flat roof, and the ends are finished with mount beam fascia (140) to form the solar structure. The above box frame (203) with a bottom plate attached is not exclusively applicable to the formation of a solar structure for a multi-purpose solar energy system installed on a bridge. A portal frame may be applied instead of the above box frame (203), but this has limitations in expanding the width of the walkway. Reference symbol (c) in the figure relates to the application of a multipurpose solar energy system in which a solar structure with a flat roof is added onto the sidewalk (990) beside the roadway, thereby adding the function of producing solar energy without interfering with the original pedestrian use of the space below. Across the width of the walkway (990), the elevation frame (200) is a cantilever frame (201) and a portal frame (202)-type cross-sectional frame (206a, 206b) is fixed at regular intervals, the ends of the roof beams of the cross-sectional frames (206a, 206b) are finished with roof beam parsia (340), and another column (250) is added to the outer roof beam parsia (340) to form a basic framework, on which the solar mount (100) is fixed. The length of the pair of mount beams of the solar mount (150) is extended at a certain length outside the outer periphery of the flat roof, and the ends are finished with mount beam fascia (140). In most of the above-mentioned application examples of the present invention, the roof surface of the basic frame and the flat frame of the solar mount form the same outer shell to form a load-bearing structure, but the solar work illustrated in Figure 48 shows that the flat frame of the solar mount is extended out of the outer shell of the roof surface of the basic frame. According to the technical idea of ​​the present invention, in forming the solar work flat roof, the choice of whether to provide the same or different outer shells is determined by considering the structural load, the appearance, etc. According to the technical concept of the present invention, by forming a solar structure including an impermeable and shade layer between the roof surface of the basic framework that covers the roof of a building or is installed on a walkway and the flat frame of the solar mount (100), it is possible to further improve the waterproofing of the roof and the comfort of pedestrians. The application targets for the formation of solar structures according to the technical concept of the present invention include architectural structures and civil engineering structures, and the architectural structures are completed by forming the basic framework to suit the original primary use of the building, and further include separate facilities (abbreviated as "internal facilities") inside to suit or improve the primary use, or are added and installed outside the building (abbreviated as "external installation"). The architectural structures include buildings such as residential buildings, shopping districts, schools, workshops, factories, warehouses, livestock sheds, cultivation sheds, breeding sheds, aquaculture farms, fish farms, and (semi-shaded) horticulture facilities, and the internal facilities include separate useful equipment such as electricity, communications, lighting, irrigation, and pesticide / liquid fertilizer spraying equipment and harmful bird and animal control nets, and the external installation is formed by erecting pillars on or around the roof of the entire or part of the building. The basic framework is installed as an addition to or integrated with the existing or new civil engineering structure. The civil engineering structure may include parking lots, parks, rivers, bridges, railways, roads, intersections, sidewalks, sewage treatment plants, water purification plants, wharves, moorings, (station) platforms, road soundproofing tunnels, etc., and the basic framework is formed in the form of a cloister by erecting pillars inside, outside, or at the boundaries of the civil engineering structure. The space in which the basic framework is installed includes land, water and swamps, the basic framework is installed on pillars at the boundary or inside of the space, and the water mooring type of the basic framework including the float includes anchor and pile mooring, the anchor is connected to the basic framework with a rope and fixed to the bottom of the water (i.e., floating water framework), and the pile mooring is fixed by inserting a cylinder that can move up and down to a certain height with the pile as a fixed axis into the basic framework (i.e., semi-floating water framework). The basic structure further includes a landscaping structure inside so that climbing plants can be induced to a certain area for landscaping in addition to the separate useful facilities, and the space between the roof and floor of the three-dimensional frame forming the basic structure includes facilities for use as a promenade, walkway, or camp deck, and if the space is above water, a pool or fish farm, etc., is included below it.

[0057] According to the present invention, the method for constructing the above-mentioned multi-purpose solar energy system as a solar structure including a solar energy panel (abbreviated as "solar panel"), which is constructed on a ground object and also utilizes the space underneath, is as follows: (1) A construction planning stage, which is a process for preparing the above-mentioned solar structure for construction on a specified target object, includes the following stages: (a) A design phase using on-site digital maps and the Global Positioning System (GPS) to ensure that the solar panels meet the required orientation and tilt angle, including the following steps: 1) The outer periphery of the lower space is surveyed, and the roof beams are set to a certain height. The frame beams are fixed on the roof beams to form one or more polygonal horizontal roofs (abbreviated as "flat roofs"). A pair of frame beams is placed on the roof beams that form the flat roof and fixed in place using a hierarchical framing method. 2) The above mounting beam pairs are arranged in an east-west direction so that the solar panels have a tilt angle facing due south in the northern hemisphere or due north in the southern hemisphere; 3) The inclination angle of the inclined support platform installed on the above-mentioned pair of mounting beams shall be within the range of the latitude of the location minus the tilt of the Earth's axis of rotation (Obliquity ≒ 23.5°) plus the value, or shall be determined and shaped in advance at the inclination angle value that will result in maximum energy production during a year or a specific period of time. 4) The spacing between the abovementioned pair of mounting beams facing due south (or due north) is such that they are adjacent to each other but far enough apart to minimize the effect of shading caused by the solar panels in front and behind them. 5) The elevation frame is arranged so that the flat roof of the solar structure formed by the frame beams and roof beams is constructed in a #-shaped lattice structure. 6) If the acute angle of intersection between the frame beam and the roof beam is 30 degrees or less, the reinforcing beam is added and fixed between the elevation frames in a flush framing format at the same height as the roof beam, so that the frame beam and the reinforcing beam form a #-shaped lattice structure. 7) resulting in said design step defining a layout for a multi-use solar energy system such that columns within said elevation frame are properly positioned relative to said object; (b) Conducting surveys of potential sites for anchoring the bases of the said pillars; (c) determining the means by which such framework adjustments will be undertaken through such investigations; (d) if the proposed anchoring locations of the foundations are inappropriate for application of the bone adjustment anchoring means, relocating the columns during the design stage to define the layout of the multi-purpose solar energy system; (e) completing a detailed design for said solar structure based on said layout in compliance with inherent design criteria and road transport regulations; (2) The process of manufacturing the above solar mounting system and basic frame components in a factory, which further includes the following steps: (a) The transportation restrictions stipulated by the Road Traffic Act and the transportation conditions from the factory to the site are investigated, and based on this, the main components of the solar mounting system and basic structure are cut and assembled to the allowable scale; (b) Assembling the structure on site, drilling holes in the main members to fix the connecting means, and producing plate-type brackets that are applied to the connecting means of the elevation frame and the horizontal and soft vertical members added thereto according to the shape of the basic framework; (c) The plate-type bracket is formed by cutting and bending a single flat metal sheet according to the shape of the main member connection portion; (3) A site transportation stage in which the above components of the multipurpose solar energy system fabricated in the factory fabrication stage are transported to the site in accordance with the Road Traffic Act; (4) A site assembly step for assembling, in units, the components of the multi-purpose solar energy system transported in the site transportation step, the steps being as follows: (a) providing the means of construction required for land excavation, frame erection and working at height; (b) At the design stage, concrete or pile foundations for fixing the framework adjustment excavation means at a predetermined position within the target body are prepared as construction means for the excavation of the land. (c) In the above-mentioned frame assembly construction means, the size of the components of the solar structure to be assembled on the ground is determined taking into account the capacity of the high-altitude load construction means. 1) The solar mounting system is assembled by attaching the tilt support to each pair of mounting beams, with or without the solar panels depending on the allowable scale; 2) The elevation frames forming the basic structure are assembled separately; (d) The elevation frame is erected by the high-altitude load construction means and is erected and fixed on the foundation by the frame assembly construction means. (e) The assembly of the basic framework is carried out by applying the main members, roof beams, roof beams and purlins between the elevation frames according to the above design stage. 1) Fix the ends of adjacent roof beams to the above roof beam parsha, or 2) Located at the same height as the roof beams and secured to the reinforcing beams in a flush framing manner, or 3) Located under the roof beams and secured to the purlins in a layered framing format; (f) Lift the solar mounting frame onto the roof surface of the basic frame by a high-altitude load construction means, fix the roof beam and mounting beam, and add a mounting beam fascia according to the design stage to assemble the solar workpiece; (g) in the case of the solar mounting system excluding the solar panel, a step of lifting the solar panel to the roof of the solar structure by a high-altitude load construction means, attaching the solar panel to the inclined support, and assembling the solar structure on-site to complete construction; (5) The on-site assembly stage of the multi-purpose solar energy system construction completion stage, which further includes the following stages: (a) after the completion of said solar structure, carry out work on the remainder of the structure so as to conform to the original primary use of the structure and add separate facilities therein so as to conform to or improve said primary use; (b) Remove from the site any of the above construction means used in the site work and tidy up the site; (c) Connecting power lines required for electricity trading based on the Electricity Business Act and other relevant laws and regulations, and installing and commissioning the necessary electrical equipment; (d) A method for constructing a multipurpose solar energy system, comprising the steps of obtaining from the authority a safety and performance certification based on said commissioning and completing the construction of said multipurpose solar energy system. The embodiments of the present invention already shown and described above relate to some typical solar structures, and various other embodiments of the present invention can be mentioned according to various modified forms and applications, but the technical idea described in the claims of the present invention is self-evident, and no more detailed explanation has been added. The method of constructing the "multi-purpose solar energy system" according to the present invention includes the steps of fabricating the relevant components in a factory, transporting them to a site, and assembling and constructing them on site. On-site construction involves a simple assembly process, which does not require highly skilled construction workers, resulting in reduced construction costs as well as providing a sturdy, high-quality solar energy building. While the present invention has been described above with reference to various preferred embodiments, it is obvious that various modifications and variations are possible within the scope of the gist and technical concept of the present invention, and such modifications and variations are within the scope of the proposed claims. [Explanation of symbols]

[0058] In the following explanation of symbols, '=' symbol indicates that the left and right are equal components, and '{,,,,}' symbol indicates a set that includes various components. For example, below, '[Roof beam] = [Horizontal member] = [Main member] indicates that the three components are equal, and the roof beam (210) is a horizontal member and a main member, and '[Frame beam pair] = {[South frame beam], [North frame beam]}' means that the frame beam pair (120) comprises the components of the South frame beam (122) and the North frame beam (124). The subject of the present invention is the ground surface and the upper part of a construction structure (abbreviated as "subject"), and the construction structure is classified into an architectural structure and a civil engineering structure, as described above. The solar work applied to the subject is understood as a structure and facility for constructing a solar energy system or the solar work itself. [Object body] = {[Rooftop], [Top of building structure], [Ground surface],...}. [Solar energy system] ⊇ [Solar structure]. [Construction structure] = {[Building structure], [Civil structures]}. The "multi-purpose solar energy system" presented in this invention is a solar workpiece including a solar energy panel according to the technical concept of the present invention that is adapted to also produce solar energy. [Multipurpose solar energy system] = {[Solar workpiece], [Remaining energy system components]}. The solar workpiece includes a solar mount and a basic frame, the solar mount includes the solar energy panel {abbreviated as 'solar panel'}, and the solar mount is fixed onto the basic frame to form a flat roof of the solar workpiece, thereby forming an interior space therebelow (i.e., the subspace of the flat roof below the solar panel). [Solar structure] = {[Solar mount], [Basic structure]}. [Solar mounting] = {[Mounting beam], [Tilt support], Solar panel, +[Mounting beam fascia]}. The solar frame, which is one element of the solar workpiece, includes a frame beam, an inclined support, and a solar panel, and a frame beam fascia and a frame beam horizontal frame are optionally included (with a '+' sign added) as necessary. 100: Solar Mount 120: Pair of two trestle beams (abbreviated 'Trest beam pair') 122: South pedestal beam; 124: North pedestal beam The frame beam pair (120) is formed by arranging a south frame beam (122) on the south side and a north frame beam (124) on the north side in parallel in the east-west direction. [Frame Beam Pair] = {[South Frame Beam], [North Frame Beam]}. 130: trestle beam cross trestle; TIFF0007665228000012.tif77-shaped plate-type fixing bracket. 131~: A series of cross beams The frame beam cross frame (130) is attached at a regular interval between the south frame beam (122) and the north frame beam (124) of the frame beam pair (120) in an orthogonal shape, and the frame beam pair has a Vierendeel Truss structure. 140: Fascia 160: Tilt support = {[base], [tilt]}. 162: Pedestal; 164: Ramp 170: Solar Panel The inclined support platform (160) includes a horizontal base (162) fixed onto the pair of support beams (120) and an inclined platform (164) having a certain inclination angle on which the solar panel (170) is mounted. The basic framework is constructed by properly arranging a number of elevation frames, interconnecting them with structural reinforcement materials, and fixing the foundation to the ground surface or an existing structure. [Base frame] = {[Elevation frame], +[Structural reinforcement], [Foundation]}. 200: Elevation frame = {[roof beam], [column]}. Elevation Frame Type], [Column]}. 201: Cantilever frame, 202: Portal frame, 203: Box frame, 204: Pile frame, 205: Mixed frame [Elevation frame application format (method)]. 206: Cross section frame; 207: Side wall frame (side wall frame) 208: Primary cubic frame; 209: Secondary cubic frame The space frame formed by the elevation frame (200) may form a composite structure in which a primary space frame is supported by a secondary space frame. The type of the elevation frame is determined by its components and shape. As the type of the elevation frame, the cross-sectional frame (206) is spaced apart across the lower space and the side wall frame (207) is fixed in a row on the outside or inside of the lower space according to the arrangement method. Therefore, one elevation frame is represented by multiple reference symbols. For example, if one elevation frame is a portal frame and a cross-sectional frame type, they can be represented together as (200∥202,206). In order to distinguish between multiple elevation frames of the same type or type in one drawing, lowercase English letters are added after the reference symbols. For example, if there are multiple cross-sectional frames, they are represented as (206a,206b,206c,...). 210: Roof beam = [horizontal member] = [main member]. 211~: A series of roof beams The basic structure is such that the roof beams (210) of the elevation frame are formed at a certain height, and the frame beams are fixed on top of the roof beams in a #-shaped lattice structure to form a horizontal roof (abbreviated as 'flat roof') of the solar workpiece. [Flat roof] = {[Roof beam], [Frame beam]}: #Lattice structure 220: Column: Left or front column = [soft member] = [main member]. 221~: A series of pillars 230: Main member horizontal stand: TIFF0007665228000013.tif77 Shape plate-type fixing bracket = {[Roof beam horizontal bracket], [Column horizontal bracket]}. 232: Roof beam horizontal frame; 234: Column horizontal frame 240: Column: Right or rear column = [soft member] = [main member]. 241~: A series of pillars 250: Minor column = [Piston type]. 270: Major column = [Cylinder type]. The elevation frame (200) includes the roof beam (210) and various columns (220, 240), so the reference numbers for these may be displayed together as (200∥210, 220, 240). The various reference numbers (220, 240, 250, 270) given to the columns are given to distinguish them according to their location and type, and the columns located on the left side or front are given (220) and the columns located on the right side or rear are given (240) to distinguish the columns in the figure. The columns using roof beams and other main members are given (250) or other types of columns added are given (250, 260) to distinguish them, and the multiple columns are shown with a series of numbers in the figure (e.g. 250∥251, 252, 252, 253, ...). Horizontal structural reinforcements are selectively added between the elevation frames applied to the basic framework to complete a solar structure with load-bearing characteristics. [Structural reinforcement]={[Reinforcement beam], [Purlin], ...}. 310: Reinforced beam 320: Main house (Purlin); 322: Upper main building; 324: Middle main building; 326: Lower main building An outskirt member is a horizontal member (abbreviated as "outskirt member") that is a roof beam, a roof beam parsia, or a reinforcing beam that completes the exterior of a flat roof and is an integral part of a fascia. 340: Roof beam parsha 350: Intermediate beam; 360: Floor beam The roof beam parsha (340) is a horizontal member that finishes the ends of the roof beam (210) at the same height, and the purlin (320) is the main member that adds the horizontal member under the roof beam (210). The reinforcing beam (310) is the main member that connects the horizontal member between existing columns (220, 240) and roof beam (210) at the same height as the roof beam (210). When columns are added to both ends of the reinforcing beam (310), it is called a roof beam and begins to function as a roof beam. The intermediate beams (350) and floor beams (360) are fixed to the bottom of the columns with horizontal members as one of the components of the elevation frame, just like the roof beams (210), in forming the elevation frame (200) of the box frame (203) or pile frame (204) type, and the reinforcing beams (310) and purlins (320: upper purlin, middle purlin, lower purlin depending on the position) are the main members that connect and fix the multiple elevation frames (200). The reinforcing beams connect and fix the spaces that form the roof surface of the basic framework. The main member is a long and large member applied to the roof beams and columns of the elevation frame that form the basic framework, the roof beam parsha, the reinforcing beams and purlins, or the pair of platform beams and platform beam fascias that form the flat frame of the solar rack. Depending on the direction in which it is placed, the horizontal element is called a horizontal member, and the soft element is called a soft member. A member with a rectangular cross section made by the roll forming process is preferred. In this way, one roof beam (210) is both a horizontal member and a main member. 400: Foundation 440: Bottom fixing means 442: Anchor fixing part; 444: Anchor rope; 446: Anchor The base portion (400) includes a bottom fixing means (440) as a bone adjustment anchoring means. 490: Floating Body The cross-sectional shape of the main member includes a rectangular cross-section and has the outline of the elements as follows: [Cross-sectional shape of main member]. 512: long side; 514: short side 516: Backside; 517: Frontside; 518: Upper side; 519: Bottom side The main members are divided into horizontal members and soft vertical members, and there are single-layer members made of one main member and two-layer members made by stacking two single-layer main members together. The above single-layer members or two-layer members are placed in parallel at a fixed interval and fixed perpendicularly between them by a main member horizontal stand to form a pair of main members made of long, large members with a composite structure (abbreviated as "composite material pair"). In other words, the above composite material pairs include single-layer material pairs made of two single-layer members and two-layer material pairs made of two two-layer members. 560: Composite Pair The main members are preferably rectangular cross-section members formed by a rolling process, but are not limited thereto. In addition to rectangular cross-sections, various cross-sectional shapes and their combinations may also be adopted according to the convenience of connections between the main members, the robustness of the structure, or the cost-effectiveness. 600: Handrail; 610: (Handrail) Large horizontal beam; 620: Small horizontal beam; 650: (Handrail) Long straight beam; 660: Short straight beam The same reference numerals are used for the respective plate-type brackets applied to the above <frame beam-fascia> connection means, <roof beam-fascia> connection means, <column-purlin> connection means, <beam-beam> lap connection means, <column-beam> connection means and <main member> joint connection means, <frame beam-fascia> bracket, <roof beam-fascia> bracket, <column-purlin> bracket, <beam-beam> bracket, <column-beam> bracket and <main member> bracket. For example, the <beam-beam> lap connection means and the <beam-beam> bracket are designated by (740), and a series of single or double brackets are designated by (741, 742, 743, ....). When multiple connecting means of the same or different types are located adjacent to each other, the related connecting means are combined into a 〈combined〉 connecting means (790) and a plate-type bracket is applied to give the same reference number to the 〈combined〉 bracket (790). [<primary part>connection means for connecting primary parts] = [<primary part>bracket]. 709: Direct thread 710: <Frame beam-fascia> Connection means = <Frame beam-fascia> Connection plate type bracket (abbreviated as '<Frame beam-fascia> bracket') 711~: A set of <frame beam-fascia> brackets 720: <roof beam-fascia> connection means = <roof beam-fascia> connection plate type bracket (abbreviated as '<roof beam-fascia> bracket') 721~: A set of <roof beam-fascia> brackets 730: <Column-Purlin> Connection Method = <Column-Purlin> Connection Plate Type Bracket (abbreviated as '<Column-Purlin> Bracket') 731~: A series of <pillar-purlin> brackets 740: <Beam-beam> lap connection means = <Beam-beam> lap connection plate type bracket (abbreviated as '<Beam-beam> bracket) 741~: A series of <beam-beam> brackets 750: <Column-beam> Connection method = <Column-beam> Connection plate type bracket (abbreviated as '<Column-beam> bracket') 751~: A series of <column-beam> brackets 760: <Main member> joint connection means = <Main member> joint connection plate type bracket (abbreviated as '<Main member> bracket) 761~: A series of <main parts> brackets 790: <Integrated> Connection Method = <Integrated> Connection Plate Type Bracket (abbreviated as '<Integrated> Bracket') 791~: A series of <integrated> brackets The characteristics of the plate-type bracket shape are defined and explained as rounded edges, inclined sides, curved sides, overlapping surfaces, borrowed surfaces, reference lines, contact angles and contact surfaces. Plate-type bracket shape 811: Rounded Edge; 812: Slanted Edge; 813: Curved Edge / Part Outline; 814: Overlapping Surface; 815: Borrowed Surface 820: Contact line (reference line); 822: Horizontal contact line; 824: Vertical contact line 830: Contact angle 840: contact surface; a series of contact surfaces: 841,842,843,... 900: Ground surface (land, water); 910: Ground surface horizontal plane; 920: Ground surface slope 930: Above water; 940: Below water 950: Building rooftop; 960: Crosswalk; 970: Building roof; 980: Bridge; 990: Sidewalk (Terminology explanation)

[0059] Various embodiments of the present invention will be described in detail with reference to the accompanying drawings so that a person having ordinary skill in the art to which the present invention belongs can easily carry out the present invention. However, the idea of ​​the present invention can be embodied in various forms and is not limited to the embodiments described herein. The terms used herein are defined in consideration of the functions and operations of the present invention, and are intended only to describe specific embodiments, and are not intended to intentionally limit the idea of ​​the present invention. However, since this may be understood differently depending on the reader's intention or practice, the definition should be based on the overall content of the present invention. The shapes shown in the drawings are merely schematic in nature and include various components for expressing the technical idea of ​​the present invention, but are not intended to show the exact form of the technical idea field, and are not intended to narrow the scope of the present invention. However, the drawings and the following description are related to preferred embodiments among a number of methods for effectively explaining the features of the present invention. However, the present invention is not limited to the drawings and the description below. As a result, the technical concept of the present invention is determined by the scope of the claims, and the following examples are merely one means for efficiently explaining the technical concept of the present invention to those having ordinary skill in the art to which the present invention pertains. In addition, the sizes and shapes of components shown in the drawings are drawn as close as possible to the actual scale ratio, but may be somewhat exaggerated for the sake of clarity and convenience of explanation. Terms specifically defined in consideration of the configuration and operation of the present invention may be understood differently depending on the reader's intention or custom, but the definitions of these terms should be based on the contents of the entire specification. In this specification, the singular references to components of the embodiments of the present invention include the plural references, unless the relevant text explicitly defines the components in the singular. In addition, when a component is defined and recited in advance in a description such as a claim, when the word "above" is used in a prepositional form, a demonstrative noun may be substituted for the thing mentioned immediately before, or "the above members of the above components" may be expressed as "members of the above components" or simply as "the above members," and "the above component A and / or the above component B" may be expressed as "the above component A and / or B," with "the above" omitted, for brevity. In addition, in the description of the drawings, the prefixes "front", "rear", "left", "right" and "center" indicate relative positions within the drawings, and in the components of the present invention, the prefixes "upper", "middle" and "lower" indicate the relative upper and lower positions from the observer's standpoint with respect to a hexahedral object or space shown in the drawings, the suffixes "upper", "lower", "left end" and "right end" refer to the upper, lower, left and right ends or parts of an object shown in the drawings, and "horizontal" and "vertical" refer to the left-right length in the shown hexahedral space as the horizontal direction and the front-to-back length as the vertical direction, and the prefixes "horizontal" and "vertical" are also based on the shown hexahedral space. Additionally, the meanings of "comprising" and "having" are intended to embody certain properties, regions, constants, steps, operations, elements and / or components, and do not exclude the presence or addition of other such items and / or groups. Additionally, "consisting of" means to make or form a single component with limited members. Additionally, "forming" and "being resulted in" mean to be made into a structure of a particular shape or to become something through causation. Additionally, "being positioned in" means to place at or beside a particular part of a component. "Being fixed to" also means attaching a certain member to another member or part of a component to form a permanent structure. The act of "fixing" above includes the work of joining certain members together almost permanently at a factory or on-site by welding or bolts and nuts. In a similar sense, "being attached to" means firmly attaching an accessory component to a main component. In addition, "being directly connected to, being coupled with" means that things are connected and fixed to each other by a connecting means. Additionally, "being settled in by means of settlement" means that a component is permanently and firmly fixed to a place or thing by the relevant means. Additionally, "being mounted on" means that a component that is the means of installation is attached to another component to form a semi-permanent integral unit. The terms "connected," "fixed," and "attached" with associated means are used in a similar sense, but are used specifically with respect to the components of the present invention, and the act of assembling the components together permanently at a factory or on-site by means such as welding, rivets, or bolts and nuts. Additionally, "being installed to" means to place a component part in a fixed position with another completed product. Additionally, the quantity "one or more" is simply expressed as "one or more," "a pair" refers to two components functioning as one, while "plural" and "multiple" indicate that there are two or more components, with many being more components than plural. In addition, 'constant' is a value that is predetermined, designed, or planned, but is an arbitrary constant, and is used like a determiner or preposition, such as a constant interval, a constant height, a constant length, a constant distance, a constant radius of curvature, a constant part, a constant space, etc., and 'each' is used as an adverb that modifies each of the aforementioned components in order. Additionally, the mathematical or engineering terms "parallel," "vertical," "horizontal," and "orthogonal" are understood to refer to the extent of accuracy or precision permitted in practical civil engineering and architectural design. In addition, a "structure" is a structure made by humans and fixed to the ground, while a "building" is defined as a form of architecture and a structure for continuous habitation; however, no distinction is made here between structures and buildings, and the above-mentioned structures and structures are used as similar vocabulary depending on the context. In addition, "solar structures" are generally broadly divided into "architectural structures", which are structures that form the above-mentioned buildings such as houses and shops, and "civil engineering structures", which are structures related to infrastructure facilities such as roads and rivers other than the above-mentioned buildings. However, structures that are newly constructed or added by applying the technical ideas of this invention are defined as "multipurpose solar energy systems" as solar structures that include solar panels. A 'mount' is a structure that is supported underneath to place something on, a 'solar mount' is a mount on which a solar panel is or will be installed, and a 'basic frame' is the structure or frame that forms a building, and the solar structure that functions as the multipurpose solar energy system is formed by the solar mount and the basic frame. In other words, a solar panel is installed on the solar structure, and a 'multipurpose solar energy system' is realized based on the technical idea of ​​the present invention. The basic framework can be utilized not only in the construction of new architectural structures, but also added to existing buildings and civil engineering structures to realize the multi-purpose solar energy system. In addition, methods of forming one plane of a skeleton using a number of main members through connecting means include flush framing and hierarchical framing, in which the flush framing fixes other main members while maintaining the plane formed by the main members at the same height, and the hierarchical framing fixes other main members by overlapping them on a main member on one plane, allowing the formation of another plane. In addition, the platform framing and the balun frame are included in the type in which the framework itself is formed by a number of main members through the connecting means. The platform framing forms a framework of a certain height or length using main members of limited length, and another main member of a certain length is connected above or to the side to form the framework. Thus, the platform framing mainly applies a flush framing method, and the balun frame forms a horizontal or vertical framework by using one long main member, which is a large member, so that the balun frame mainly applies a hierarchical framing method. The basic framework includes heavy and light structures, the heavy structure includes timber framing, pillar building framing and heavy steel framing with a small number of heavy soft timber columns, and the light structure includes balun framing, platform framing and light steel framing with a larger number of lightweight soft timber columns. The functions and operation principles of the preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings. The following description will be provided from the perspective of a person having ordinary ...

Claims

1. The solar structure, which is constructed on a ground object and includes a solar energy panel (abbreviated as 'solar panel') as a solar energy system that also utilizes the space below, includes a solar mount on top and a basic frame below it. The solar mounting system includes two or more pairs (abbreviated as 'mounting beam pair') of mounting beams, a tilt support and the solar panel. The above-mentioned frame beams are arranged in the east-west direction as horizontal members. The above-mentioned pair of support beams includes the south support beam on the south side and the north support beam on the north side, The south and north beams are parallel and spaced apart. Multiple pairs of platform beams are arranged parallel to each other at regular intervals. The inclined support platform includes a horizontal base and an inclined base having a predetermined inclination angle, and the base supports the south and north support beams. The base is fixed perpendicularly across the plane of the south and north support beams, The solar panels are connected and fixed onto the tilt platform. The basic structure includes a number of elevation frames and foundations. The elevation frame includes a horizontal member, a roof beam, and one or more soft members, a column. The roof beam is fixed to the upper portion of the pillar by a pillar-beam connection means, The elevation frame is disposed across the interior of the lower space or along the periphery of the lower space, The roof beam is set to a certain height, and the frame beam is fixed on the roof beam to form one or more polygonal horizontal roofs (abbreviated as "flat roofs"); The roof beam is arranged in a direction different from that of the frame beam, The base portion is fixed to the subject body by including a bone adjustment starting means at the lower portion of the column; The above mentioned platform beams are placed on the above mentioned roof beams and fixed in a hierarchical framing form by <beam-to-beam> lap joint means. As a result, the flat roof of the solar structure formed by the above-mentioned mounting beams and roof beams is constructed in a #-shaped lattice structure. The above-mentioned <column-beam> connection means and <beam-beam> lap connection means include direct fastening by welding, direct screw or bolt-nut, and indirect fastening by adding a plate-type bracket, The pillars include cylindrical pillars, square tube pillars, truss pillars, or main members applied to the frame beams or roof beams, and have a certain height length so that the purpose of the object can function. The main member includes a horizontal or straight long large member having a rectangular cross section by a rolling forming process; The solar panels are installed at a determined angle (abbreviated as "proper tilt angle"), facing south in the Northern Hemisphere or facing north in the Southern Hemisphere. The solar mount and the basic frame each selectively further include the following components: The solar mounting system further includes a horizontal member, which is a mounting beam fascia, as a component of the solar mounting system. The basic framework further includes a roof beam parsha, a reinforcing beam or a purlin, which is a horizontal member, as a component of the basic framework. The frame beam fascia is a main member similar to the frame beam, and is fixed to the end of the adjacent frame beam by a frame beam-fascia connection means; The roof beam fascia is a main member of the same type as the roof beam, and is fixed to the end of the adjacent roof beam by a <roof beam-fascia> connection means. The reinforcing beams and purlins are the same main members as the roof beams and are connected horizontally between the fixed height parts of the columns. The reinforcing beams are located at the same height as the roof beams and are fixed between the elevation frames with <column-beam> connections in a flush framing format. The purlins are located under the roof beams and are fixed between the elevation frames with <post-purlin> connections in a layered framing format. A "multipurpose solar energy system" characterized in that the above-mentioned <frame beam-fascia> connection means, <roof beam-fascia> connection means, <column-beam> connection means and <column-purlin> connection means include direct fastening using welding, direct screws or bolts and nuts, and indirect fastening using the addition of plate-type brackets.

2. The elevation frame according to claim 1, wherein the elevation frame selectively includes at least one of a cantilever frame, a portal frame, a box frame, a pile frame, and a mixed frame. The cantilever frame is formed by fixing the top of a column, which is a soft vertical member, and one end of a roof beam, which is a horizontal member, with a <column-beam> connection means. The portal frame is formed by supporting the tops of two flexible vertical columns and both ends of one horizontal roof beam and fixing them with a <column-beam> connection means. The box frame is formed by fixing two horizontal members, roof beams and floor beams, to the top and bottom of two soft vertical members, columns, with <column-beam> connections. The pile frame is formed by fixing both ends of two upper and lower horizontal members, a roof beam and a floor beam, to the upper and middle parts of two soft vertical members, a pillar, with a <pillar-beam> connection means. Thus, the pile frame has a structure in which the columns protrude downward from the box frame and extend, The mixed frame is an integrated structure made by selectively mixing the cantilever frame, portal frame, box frame and pile frame, and is applied to form the basic framework. The roof beams and floor beams are each within a certain length beyond the columns at both ends, which includes the eave width in the case of roof beams and the balcony width in the case of floor beams. This means that the length of the roof beam and floor beam is equal to or longer than the inner and outer distance between the two columns. A "multipurpose solar energy system" characterized in that the horizontal members and soft vertical members include cylindrical columns, square tube columns, I-beams or H-beams in addition to the main members having rectangular cross sections.

3. In claim 2, the main member selectively includes the following features related to materials, processes, and shapes: The material of the main member includes at least one of metal, synthetic resin, and composite material; The molding process of the main member includes one or more of a cold or hot rolling molding process, an extrusion molding process, a pultrusion molding process, and a composite material molding process, and the cross-sectional shape of the main member includes one or more of a metal, a synthetic resin, or a composite material; The cross-sectional shape of the main member is Includes one or more of the following types: C-type (Channels), □-type, H-type, I-type, L-type (Angles) and T-type. The main member may include a horizontal member and a soft member having a single cross-sectional shape or a mixture of cross-sectional shapes, This includes composite members formed by joining two or more of the above main members together with welding, direct screws, or bolts and nuts. The main members are assembled by being fixed at certain positions in the length direction with <main member> joint connecting means, A multipurpose solar energy system in which the main components form a half-line based on the certain portion and have a corner of a certain angle (180 degrees or less).

4. In claim 3, the above-mentioned columns, frame beams, roof beams, frame beam fascias, roof beam parshas, ​​reinforcing beams and purlins each include another main member similar to the main member used; The backs of two single-layer main members are butted together and fixed together by welding, direct screws, or direct fastening with bolts and nuts to form a single long double-layer member. A cross beam support is included between the pair of beam supports made up of the single or double main members. The above-mentioned frame beam horizontal frame is, One or a pair of plate-shaped fixing brackets are connected between the pair of frame beams in an orthogonal manner by fastening means such as direct screws, The pair of frame beam horizontal frames are formed by butting their backs together and fixing them together, The above single or double main members (abbreviated as 'single layer member' and 'double layer member' respectively) are placed in parallel to form a pair of long composite main members (abbreviated as 'composite pair': 'single layer pair' and 'double layer pair' respectively). The elevation frame includes columns and roof beams constructed from the composite pair. Further comprising a main member mount between the composite pairs. The main component horizontal stand is A plate-shaped fixing metal fitting having a shape of a plate, one or a set of which is connected between the composite material pairs in an orthogonal manner by a fastening means such as a direct screw, The pair of main member frame beams are formed by fixing the back surfaces of the beams together. As a result, the stand beam pair including the stand beam cross frame and the elevation frame including the main component cross frame form a Vierendeel Truss, thereby making the solar workpiece a load-bearing structure, resulting in a "multipurpose solar energy system."

5. In claim 4, the above-mentioned <frame beam-fascia> connection means, <roof beam-fascia> connection means, <column-purlin> connection means, <beam-beam> lap connection means, <column-beam> connection means and <main member> joint connection means respectively include, as connection means between two corresponding main members, frame beam and frame beam fascia, roof beam and roof beam purlin, column and purlin, frame beam and roof beam, column and roof beam or reinforcing beam, and main member and main member, direct fastening by welding, direct screw or bolt and nut, The above connecting means further includes adding a bracket to the connecting portion of the two main members and indirectly fastening the bracket by welding, direct screws, or bolts and nuts. The bracket is formed in a shape that can be attached to the connection portion of the main member, The means for forming the bracket includes at least one of casting, pressing, sheet metal processing, and composite material processing. The sheet metal processing includes at least one of cutting, bending, and welding forming means; The bracket includes a plate-type bracket formed from a single plate, and the sheet metal processing includes a single bracket, a double bracket and a combined bracket, and the single bracket is formed from a single plate; The single bracket type is formed as one and is applied to one point of the connection part. The double bracket is made of two parts and is attached together at one point of the connection part. The form of the combined bracket is to combine the shapes of brackets corresponding to two or more adjacent connection parts, or three or more main members passing through the connection parts, to form the single bracket or double bracket, which is integrally applied to the connection parts. The plate-type bracket is formed by cutting and bending a single flat metal sheet according to the shape of the connection portion, The plate-type brackets include <frame beam-fascia> brackets, <roof beam-fascia> brackets, <column-purlin> brackets, <beam-beam> brackets, <column-beam> brackets and <main member> brackets. The above <Frame Beam-Fascia> bracket is applied to <Frame Beam-Fascia> connection means, The above <roof beam-fascia> bracket is applied to the <roof beam-fascia> connection means, The above <Column-Purlin> bracket is applied to <Column-Purlin> connection means, The above beam-to-beam bracket is applied to beam-to-beam lap connection means, The above <Column-Beam> bracket is applied to <Column-Beam> connection means, The above <main member> bracket is applied to the <main member> joint connection means, When the <frame beam-fascia> bracket, <roof beam-fascia> bracket, <column-purlin> bracket, <beam-beam> bracket, <column-beam> bracket and <main member> bracket are adjacent and the plate-type bracket overlaps, the overlapping plane is cut into one plane to form an <integrated> bracket in the form of the combined bracket, formed as the single bracket or double bracket, and applied integrally to the connection portion, making it a "multipurpose solar energy system."

6. The solar structure according to claim 5, characterized in that the planar combination type of the elevation frame for forming the basic framework for the purpose of constructing the solar structure applied to the target body includes at least one of a horizontal cross-sectional frame, a vertical side wall frame, and a mixed frame. The cross-sectional frame is a plurality of the elevation frames arranged at regular intervals across the interior of the object, and the ends of adjacent roof beams are connected with roof beam parshas or the tops of adjacent columns are connected with other reinforcing beams; The side wall frames are arranged in two or more rows in the longitudinal direction of the elevation frames along the interior or exterior boundary of the object, and two opposing columns between the two rows, one column and a roof beam, or two roof beams are connected by a reinforcing beam (flush framing method); The mixed frame is a form in which the cross section frame and the side wall frame are selectively mixed and arranged, In the above combination arrangement, selectively add columns (of the same main member) to the connection points of the reinforcing beams and roof beams, or fix the main frame to the adjacent columns (using a layered framing method); The basic skeleton type may selectively include one or more of a three-dimensional single-action type, a linked type, a multi-layer type, and a composite type. The single-action type is a type in which a pillar is placed on the outer boundary of the object, The linked type is constructed by adding one or more columns to the single-action type, and includes one or more columns inside the object. The multi-layer type is formed by forming a number of flat basic frames, the same or fewer in number, on the single-action type or linked type. The above other types are formed by selectively mixing the above single-action type, interlocking type, or multi-layer type according to the shape of a given object, to form a basic skeleton; In addition, the basic framework is formed by combining the elevation frames in a combined manner, and includes at least one of a primary three-dimensional frame and a secondary three-dimensional frame. The primary three-dimensional frame is formed in a planar combination format of the elevation frames, The secondary three-dimensional frame is formed in a vertical combination form of the elevation frame so that the primary three-dimensional frame is supported by the object. The means for being supported by the object includes a floating body, a pile, or a mixed support system; The floating body is installed in or under the primary space frame, and the file includes the primary space frame or a mixed support method; the piles are attached to columns within the primary or secondary space frame; In the mixed support system, the files are attached to columns in the primary space frame that contains the floating structure. The primary or secondary space frame may further include a roof, floor and wall or handrail, which may be a secondary frame. The roof is fixed by adding a plate-like structure onto the roof beams, The floor is fixed by adding a plate-like structure on the floor beam, The wall is fixed by adding a plate-like structure to the side of the column, and the handrail is added to the top of the floor beam and fixed, The handrail is formed at the corner of the floor as an elevation structure integrated with the pillar, This results in a "multipurpose solar energy system" in which the roof has a non-lid structure, the floor and walls have a safety structure, the interior space is divided according to use, and the roof and floor share the horizontal load, while the walls and handrails share the vertical load.

7. In claim 6, the object on which the solar structure is constructed includes the ground surface consisting of cultivated land and non-cultivated land, and architectural structures and civil engineering structures. The building structure is completed by forming the basic framework so as to conform to the original primary use of the building, and includes a separate facility (abbreviated as "internal facility") inside the building to conform to or improve the primary use, or is added and installed outside the building (abbreviated as "external installation"); The above-mentioned building structures include buildings of residential buildings, shops, schools, workshops, factories, warehouses, livestock sheds, cultivation sheds, breeding sheds, aquaculture farms, fish farms and (semi-shade) horticulture facilities; The above internal facilities include additional utility equipment such as electricity, communications, lighting, irrigation, pesticide and liquid fertilizer spraying equipment, and pest control nets. The external installation is performed by erecting pillars on the entire or part of the roof of the building or on or around the building to form the basic framework. In addition, the basic framework will be installed as an add-on to the existing or new civil engineering structure, or constructed as an integral part of it. The above civil engineering structures include parking lots, parks, rivers, bridges, railways, roads, intersections, walkways, sewage treatment plants, water purification plants, wharves, moorings, (station) platforms, and road soundproof tunnels. The basic framework is formed in the form of a cloister by erecting pillars inside and outside or on the boundary of the civil engineering structure. The ground surface on which the basic framework is installed includes land, water and swamps; The basic frame is installed on the boundary or inside of the object, with pillars. The water mooring type of the basic frame including the floating body includes anchor and pile mooring. The anchors are connected to the basic frame with strings and fixed to the water bottom in the form of a floating frame. The pile mooring is fixed in the form of a semi-floating floating framework by inserting a cylinder that can move up and down to a certain height with the pile as a fixed axis into the basic framework. In addition to the above-mentioned separate useful facilities, the basic structure further includes a landscaping structure inside so that climbing plants can be attracted to a certain area for landscaping. A "multipurpose solar energy system" characterized in that the space between the roof and floor of the three-dimensional frame forming the basic framework includes facilities for use as a promenade, walkway or camp deck, and if the space is above water, includes a pool or fish farm below it.

8. The above multipurpose solar energy system is constructed as a solar structure including a solar energy panel (abbreviated as "solar panel") by the following steps, which are performed to utilize the space below the ground object: (1) A construction planning stage for preparing the above-mentioned solar structure for construction on a specified target object, the stage including the following steps: (a) A design phase that utilizes on-site digital maps and Global Positioning System (GPS) to ensure that the solar panels meet the required orientation and tilt angle, including the following steps: 1) The outer periphery of the lower space is surveyed, and the roof beams are set to a certain height. The frame beams are fixed on the roof beams to form one or more polygonal horizontal roofs (abbreviated as "flat roofs"). A pair of frame beams is placed on the roof beams that form the flat roof and fixed in place using a hierarchical framing method. 2) The above mounting beam pairs are arranged in an east-west direction so that the solar panels have a tilt angle facing due south in the northern hemisphere or due north in the southern hemisphere; 3) The inclination angle of the inclined support platform installed on the above-mentioned pair of mounting beams shall be within the range of the latitude of the location minus the tilt of the Earth's axis of rotation (Obliquity ≒ 23.5°) plus the value, or shall be determined and shaped in advance at the inclination angle value that will result in maximum energy production during a year or a specific period of time. 4) The spacing between the abovementioned pairs of mounting beams in the due south or due north direction shall be such that they are adjacent to each other but far enough apart that the shading effect of the solar panels in front and behind them is minimized. 5) The elevation frame is arranged so that the flat roof of the solar structure formed by the frame beam and roof beam is constructed in a #-shaped lattice structure. 6) If the acute angle of intersection between the frame beam and the roof beam is 30 degrees or less, the reinforcing beam shall be added at the same height as the roof beam and fixed between the elevation frames in a flush framing format so that the frame beam and the reinforcing beam form a #-shaped lattice structure. 7) resulting in said design step of defining a layout for a multi-use solar energy system such that columns within said elevation frame are properly positioned on said object; (b) Conducting surveys of potential sites for anchoring the bases of the said pillars; (c) determining the means by which such framework adjustments will be undertaken through such investigations; (d) if the proposed anchoring locations of the foundations are inappropriate for application of the bone adjustment anchoring means, relocating the columns during the design stage to define the layout of the multi-purpose solar energy system; (e) completing a detailed design for said solar structure based on said layout in accordance with inherent design criteria and road transport regulations; (2) The factory fabrication stage, which is a process of fabricating the above solar mounting system and basic frame components in a factory, further includes the following processes: (a) The transportation restrictions stipulated by the Road Traffic Act and the transportation conditions from the factory to the site are investigated, and based on this, the main components of the solar mounting system and basic structure are cut and assembled to the allowable scale; (b) Assembling the structure on site, drilling holes in the main members to fix the connecting means, and producing plate-type brackets that are applied to the connecting means of the elevation frame and the horizontal and soft vertical members added thereto according to the shape of the basic framework; (c) The plate-type bracket is formed by cutting and bending a single flat metal sheet according to the shape of the main member connection portion; (3) a site transportation step in which the above components of the multipurpose solar energy system fabricated in the factory fabrication step are transported to the site in accordance with the Road Traffic Act; (4) A site assembly step for assembling, in units, the components of the multi-purpose solar energy system transported in the site transportation step, the steps being as follows: (a) providing the means of construction required for land excavation, frame erection and working at height; (b) At the design stage, concrete or pile foundations for fixing the framework adjustment excavation means at a predetermined position within the target body are prepared as construction means for the excavation of the land. (c) Taking into account the size of the components of the solar structure to be assembled on the ground by the above-mentioned frame assembly construction means and the capacity of the high-altitude load construction means, 1) The solar mounting system is assembled by attaching the tilt support to each pair of mounting beams, with or without the solar panels depending on the allowable scale; 2) The elevation frames forming the basic structure are assembled separately; (d) The elevation frame is erected by the high-altitude load construction means and is erected and fixed on the foundation by the frame assembly construction means. (e) The assembly of the basic framework is carried out by applying the main members, roof beams, roof beams and purlins between the elevation frames according to the above design stage. 1) Fix the ends of adjacent roof beams to the above roof beam parsha, or 2) Located at the same height as the roof beams and secured to the reinforcing beams in a flush framing manner, or 3) Located under the roof beams and secured to the purlins in a layered framing format; (f) Lift the solar mounting frame onto the basic framework with a high-altitude load construction means, fix the roof beam and mounting beam, and add a mounting beam fascia according to the design stage to assemble the solar workpiece; (g) in the case of the solar mounting system excluding the solar panel, a step of lifting the solar panel to the roof of the solar structure by a high-altitude load construction means, attaching the solar panel to the inclined support stand, and assembling the solar structure on-site to complete construction; (5) The construction completion stage of the multi-purpose solar energy system, which is the above-mentioned on-site assembly stage, further includes the following stages: (a) after the completion of said solar structure, carry out work on the remainder of the structure so as to conform to the original primary use of the structure and add separate facilities therein so as to conform to or improve said primary use; (b) Remove from the site any of the above construction means used in the site work and tidy up the site; (c) Connecting power lines required for electricity trading based on the Electricity Business Act and other relevant laws and regulations, and installing and commissioning the necessary electrical equipment; (d) obtaining safety and performance certification from the authorities for said commissioning and completing the construction of said multi-purpose solar energy system.

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