Modularized hollow heat insulating structure

Abstract

To provide a modularized hollow heat insulating structure capable of improving construction convenience and productivity and deriving firm structural performance.SOLUTION: The modularized hollow insulating structure includes a base module 100 disposed along a position corresponding to a plane area of a building and horizontally installed to be spaced apart from a concrete foundation at a predetermined height, a pillar module 200 supporting the base module 100 and a slab module 400, a slab module 400 supporting the pillar module 200, a joint module 600 coupled and connected to a vertical, horizontal, or inclined connection portion of the base module 100, the pillar module 200, and the slab module 400, and a module hollow insulating part 800 integrated with the structure by filling a space formed in each of the base module 100, the pillar module 200, and the slab module 400 and made of an insulating and incombustible material.SELECTED DRAWING: Figure 1

Description

[Technical Field]

[0001] The present invention relates to a modularized hollow insulation structure, and more specifically, to a technology that modularizes each part of an architectural structure, includes joint modules that are connected to the connecting parts between the modules to integrate them, and modular hollow insulation parts that are filled into the spaces formed in each of them, thereby improving construction convenience and productivity through standardization and modularization and deriving solid structural performance. [Background technology]

[0002] Generally, there are various construction methods for building structures depending on the materials and construction methods used, such as masonry construction, which is made by piling bricks on a foundation, reinforced concrete construction, which uses steel bars or steel frames and concrete to build columns and slabs, wood construction, and mixed construction.

[0003] Concrete structures, which are mainly used to build residential and commercial buildings, are constructed by setting formwork in the form of beams, interior and exterior walls, pillars, etc. on the foundation base, placing reinforcing bars inside, pouring concrete, curing, and hardening, removing the formwork, setting up more formwork on top to build the slab, and repeating the process of pouring concrete.

[0004] Recently, a prefabricated building construction method (prefab) has been developed and provided, in which prefabricated building structural components are assembled on-site. The general structure of this method is as follows: U-shaped channels are horizontally fixed with anchor bolts on a concrete foundation to match the exterior specifications of the building to create an outer base and an inner base; U-shaped channels are vertically connected along the sides of the outer base or inner base to create columns; U-shaped channels are connected horizontally above the columns to create a slab, forming a framework; and panels are assembled to form the building structure.

[0005] As an example of a known technology that further improves on the above-mentioned existing prefabricated building structure, Korean Patent No. 10-1902097 describes a building structure that includes slab modules that form the floors and intermediate roof of a building, column modules that form the exterior or interior walls of the building by vertically connecting the slab modules with L-shaped steel or shaped channels, connection modules that connect the slab modules with each other and with the column modules, and finishing members for finishing the interior and exterior surfaces of the slab modules and the column modules. [Prior art documents] [Patent documents]

[0006] [Patent Document 1] Korean Patent Registration No. 10-1902097 [Patent Document 2] Korean Patent No. 10-1140627 Summary of the Invention [Problem to be solved by the invention]

[0007] Conventional concrete structures, which are mainly used in the construction of residential and commercial buildings, are constructed by repeatedly setting formwork to build structural members such as beams, interior and exterior walls, and pillars, and then pouring concrete.

[0008] However, such conventional reinforced concrete and other structures have drawbacks such as large variations in construction quality depending on the construction technique applied, the skill level of the construction technician, or the climate and construction environment, and long construction periods.

[0009] For this reason, a prefabricated construction method (prefab) has been developed and provided in recent years, whereby channels and panels produced in a factory are delivered to the site, and then the structure is constructed by fixing and connecting the channels and panels to the foundation.

[0010] However, with such conventional prefabricated building structures, it is virtually impossible to standardize and modularize them to fully meet the various requirements of buildings and the site environment, and as a result, there has been the problem of significant variations in construction quality, durability, and completeness depending on the skills and proficiency of the workers, as has been the case in the past.

[0011] Furthermore, in conventional prefabricated building structures, when the outer base and inner base, framework, intermediate slab, and roof slab structures are welded together, the rigidity of the connecting parts is insufficient, making them vulnerable to external impacts, vibrations, bending stress, shear stress, and compressive stress, making it difficult to ensure structural stability against natural disasters such as earthquakes and strong winds, and against the effects of long-term loads on the structure.

[0012] On the other hand, building structures that are further improvements on the above-mentioned existing prefabricated building structures reduce the problems of the above-mentioned conventional prefabricated building structures by modularizing the structure of each part, but because they use existing L- or curved steel, the number of parts becomes complicated and enormous depending on the connecting parts, which increases the weight, increases the cost of processing and materials, takes a long time to assemble on site, and there is a high possibility of safety accidents occurring during handling.

[0013] In addition, conventional modular building structures are constructed by attaching insulating material between the structure and the exterior and interior wall finishing materials, which inevitably requires the use of chemical substances such as adhesives, resulting in increased construction time and costs.

[0014] The present invention was devised in consideration of the above points, and aims to provide a modularized hollow insulation structure that can improve construction convenience and productivity and deliver solid structural performance. [Means for solving the problem]

[0015] Therefore, the present invention has been made to solve the above-mentioned problems of the prior art. That is, the modularized hollow insulation structure of the present invention comprises: a base module arranged along a position corresponding to the planar area of ​​a building and horizontally installed at a certain height from the concrete foundation; a column module arranged upright with its lower end located above the base module and supporting the base module and slab module; a slab module arranged horizontally or diagonally so as to cross the upper or lower part of the column module and supporting the column module; a joint module coupled to and connecting the base module, column module, and slab module at vertical, horizontal, or inclined connection parts; and a modular hollow insulation part made of an insulating and non-combustible material, which is integrated with the structure by filling the spaces formed in each of the base module, column module, and slab module, and the base module is arranged at a level with the ground. The column module is characterized in that it comprises a plurality of channel-shaped base members each having a base bottom portion arranged in a row at a constant height and extending in the longitudinal direction, and base bending portions formed in mutually symmetrical ┌ and ┐ shapes at both ends of the short side direction perpendicular to the longitudinal direction of the base bottom, and having connecting holes arranged on their upper surfaces; the column module comprises a plurality of channel-shaped column members each being perpendicular to the ground and having column side portions extending in the longitudinal direction and having connecting holes arranged therein, and column bending portions formed in mutually symmetrical ┌ and ┐ shapes at both ends of the short side direction perpendicular to the longitudinal direction of the column side portions; and the slab module comprises a plurality of channel-shaped slab members each having slab side portions extending in the longitudinal direction and having connecting holes arranged therein, and slab bending portions formed in mutually symmetrical ┌ and ┐ shapes at both ends of the short side direction perpendicular to the longitudinal direction of the slab side portions.

[0016] Here, the modularized hollow insulation structure of the present invention allows each part of the architectural structure to be modularized and constructed by assembling joint modules corresponding to the joint structures of the connecting parts between the modules, thereby achieving the goals of improving construction convenience and productivity through standardization and modularization and deriving solid structural performance.

[0017] Furthermore, the modularized hollow insulation structure of the present invention can further include auxiliary column modules arranged parallel to the column modules at the top of the door and the top and bottom of the window or below the intermediate portion of the slab module, and providing support between the base module and the slab module or the beam module, and the auxiliary column modules can be characterized as having a plurality of channel-shaped auxiliary column members that are perpendicular to the ground and have auxiliary column side portions extending in the longitudinal direction, and symmetrical ┌-shaped and ┐-shaped auxiliary column bending portions formed at both ends in the lateral direction perpendicular to the longitudinal direction of the auxiliary column side portions, and a plurality of connecting holes arranged longitudinally on both lateral sides of the auxiliary column side portions.

[0018] In addition, the modularized hollow insulation structure of the present invention further includes beam modules arranged horizontally at the top of the door and the top and bottom of the window, perpendicular to the column modules or auxiliary column modules, and the beam modules are composed of channel-shaped beam members arranged in pairs symmetrically at a certain interval, each having a beam side portion extending in the longitudinal direction and symmetrical ┌-shaped and ┐-shaped beam bending portions at both ends in the short direction perpendicular to the longitudinal direction of the beam side portion, and the beam members can be characterized by having a plurality of connecting holes arranged longitudinally on both sides of the short direction of the beam side portion.

[0019] In addition, in the modularized hollow insulation structure of the present invention, the joint module is provided to integrate the joint portions between each module by selectively applying any one or more of a plurality of types of joint members that form different connection structures depending on the shape of the connection portions of the base module, column module, and slab module, and the plurality of types of joint members are formed with a joint side portion that is rectangular, V-shaped, V-shaped, or flat with an inclined side on one side, and a joint bending portion that is bent 90 degrees on one or both sides of the joint side portion, and the joint side portion may be characterized in that a plurality of circular or elongated connection holes are arranged vertically, horizontally, or at a certain angle.

[0020] In addition, the modularized hollow insulation structure of the present invention may further comprise a horizontal joint module formed in a flat plate shape with a plurality of connection holes and arranged horizontally at the connection portions of the upper and lower column modules or at the bottom of the middle portion of the slab module to enable connection of the joint module and to integrate the entire structure vertically and horizontally. [Effects of the Invention]

[0021] The present invention provides a modularized hollow insulation structure that modularizes each part of an architectural structure, and includes joint modules that connect and integrate the modules at the connection points between the modules, and modular hollow insulation parts that fill the spaces formed in each of the modules.

[0022] The present invention allows the application of prefabricated construction methods through the standardization and modularization of architectural structures, and has the advantages of minimizing the impact of climate and construction environment compared to existing reinforced concrete and other structures, shortening construction time and reducing costs, and providing excellent construction convenience, productivity, and economy.

[0023] In addition, the present invention manufactures and produces structural members by processing PosMAC or galvanized steel sheets, which not only provides uniformity in products and a standardized construction manual, but also has the advantages of increased durability compared to general metal steel sheets, and being an environmentally friendly fire-resistant building material and easy application of construction methods.

[0024] Furthermore, the present invention provides a structural integration of the connecting parts between each module, thereby providing a robust and safe structural performance against natural disasters such as earthquakes and typhoons. In particular, unlike conventional construction methods using internal and external insulation, the internal space of the structure is filled with insulating parts, integrating them without gaps, thereby fundamentally eliminating condensation, thermal bridging, and energy loss, significantly improving insulation performance, ensuring airtightness and soundproofing, and providing a healthy and comfortable indoor environment. [Brief explanation of the drawings]

[0025] [Figure 1] 1 is a schematic perspective view of a modularized hollow insulation structure according to the present invention; [Figure 2] 1 is a schematic perspective view of a base module and a column module of the present invention; [Figure 3] 1A and 1B are a plan view, left and right side views, and a bottom view of a base module of the present invention. [Figure 4] 1A and 1B are a front view and a top and bottom side view of a column module and an auxiliary column module of the present invention. [Figure 5] 1 is a schematic perspective view of a slab module and a beam module of the present invention; [Figure 6] 1A and 1B are a plan view and left and right side views of a slab module of the present invention; [Figure 7] 1A and 1B are a plan view and left and right side views of a beam module of the present invention; [Figure 8] 1A is a front view and a side view of a first type of joint module according to an embodiment of the present invention, and FIG. 1B is a front view and a side view of a second type of joint module according to an embodiment of the present invention. [Figure 9] 1 is an exemplary view showing a first type of joint module according to an embodiment of the present invention in use, including a module hollow insulation section. FIG. [Figure 10] 10A and 10B are front and side views of a third type of joint module according to an embodiment of the present invention. [Figure 11] 1 is an exemplary diagram showing a state in which the first and third types of joint modules according to the embodiment of the present invention are used, including a module hollow insulation section. FIG. [Figure 12] 10A and 10B are front and side views of a fourth type of joint module according to an embodiment of the present invention; [Figure 13] 10 is a diagram illustrating a state in which a fourth type joint module according to an embodiment of the present invention is used. FIG. [Figure 14] 10A and 10B are front and side views of a fifth type of joint module according to an embodiment of the present invention. [Figure 15] 10A and 10B are diagrams illustrating the use of the first and fifth types of joint modules according to the embodiment of the present invention, including a module hollow insulation section. [Figure 16] 1 is a schematic perspective view of a horizontal joint module of the present invention; FIG. [Figure 17] FIG. 2 is a plan view of the horizontal joint module of the present invention. DETAILED DESCRIPTION OF THE INVENTION

[0026] The structure and operation of a preferred embodiment of the modularized hollow insulation structure of the present invention will be described in detail below with reference to the accompanying drawings. In the following description, detailed descriptions of parts that can be easily implemented by a person skilled in the art may be omitted. However, the following description is given by way of a preferred embodiment of the present invention, and it should be understood that the present invention is not limited to the following embodiment, and various modifications can be made without departing from the scope of the present invention.

[0027] 1, 2, 5 and 16 can be more clearly understood by referring to Reference FIG. 1, Reference FIG. 2, Reference FIG. 3 and Reference FIG.

[0028] The modularized hollow insulation structure to which the technology of the present invention is applied is a technology that improves workability and productivity through standardization and modularization and derives solid structural performance by modularizing each part of the architectural structure and constructing it by assembling joint modules corresponding to the joint structures at the connecting parts between the modules.

[0029] For this purpose, the modularized hollow insulation structure of the present invention is broadly composed of a base module 100, a column module 200, a slab module 400, and a joint module 600, and is specifically as follows.

[0030] The base module 100 is arranged along a position corresponding to the planar area of ​​the building, and is installed horizontally at a certain height apart from the concrete foundation.

[0031] The base module 100 is a component that forms the base of the structure, and is installed on a concrete foundation to form and divide the area of ​​the building, and is arranged to support the lower part of the column module 200.

[0032] The base module 100 includes a plurality of base members 110 and a base anchor member 113 .

[0033] The base member 110 has a length corresponding to the horizontal or vertical length of the installation area.

[0034] The base member 110 is formed in a channel shape with a base bottom 111 that is parallel to the ground and extends in the longitudinal direction, and base folding portions 112 that are symmetrical to each other and shaped like a square at both ends of the short side of the base bottom 111 that is perpendicular to the longitudinal direction.

[0035] The base bottom 111 is formed in a flat plate shape, and its left and right width (length in the short direction) is formed to correspond to the width of a post module 200 described later.

[0036] A plurality of anchor holes 111-1 are arranged in the longitudinal direction on both sides of the short side of the base bottom 111, so that the base anchor member 113 can be coupled at any position.

[0037] The base anchor member 113 is configured so that its upper end is connected to the anchor hole 111-1 of the base bottom 111 and installed at a certain height from the concrete foundation, ensuring a gap for installing the entire base module 100 horizontally on the foundation ground.

[0038] The base bent portion 112 is bent twice at both ends of the base bottom 111 in the short direction by 90° so as to be mutually symmetrical, forming both side surfaces and a top surface.

[0039] A plurality of connecting holes 112-1 are arranged in the longitudinal direction on the upper surface of the base bending portion 112 at both ends in the short direction, so that the column module 200 described below can be placed at any position and a joint module 600 for connecting to the base module 100 can be connected.

[0040] The column module 200 is disposed upright with its lower end positioned above the base module 100 to support the base module 100 and the slab module 400 .

[0041] The column module 200 constitutes the vertical portion of the structure, and is installed on the upper side of the base member 110 of the base module 100 to form the wall surface of the building and is arranged to support the load of the slab module 400.

[0042] The column module 200 is composed of a plurality of column members 210, each having a length corresponding to the height of each floor of a building.

[0043] The pillar member 210 is formed in a channel shape with pillar side portions 211 that are perpendicular to the ground and extend in the longitudinal direction, and pillar bending portions 212 that are symmetrical to each other and shaped like a square at both ends of the short side direction that is perpendicular to the longitudinal direction of the pillar side portions 211.

[0044] The pillar side portion 211 is formed in a flat plate shape, and its left and right width (length in the short direction) is formed to correspond to the width of the base module 100 .

[0045] A plurality of connecting holes are arranged in the longitudinal direction on both short sides of the column side portion 211, so that the slab modules 400 described below can be placed at any position and a joint module 600 for connecting them can be connected.

[0046] The pillar bent portion 212 is bent twice at both ends of the short side of the pillar side portion 211 by 90° so as to be mutually symmetrical, thereby forming both side surfaces and bent surfaces.

[0047] The modularized hollow insulating structure of the present invention further includes a secondary column module 300 .

[0048] The auxiliary column module 300 is arranged parallel to the column module 200 at the top of the door and the top and bottom of the window, or at the bottom of the middle part of the slab module 400 described below, and provides support between the base module 100 and the slab module 400 or the beam module 500.

[0049] The auxiliary column module 300 is configured to form the vertical part of the structure at a height lower than that of the column module 200, and is installed above the base member 110 of the base module 100 or below the slab module 400, forming the wall surface of the building and supporting the load.

[0050] The support column module 300 is composed of a plurality of support column members 310 and is formed to a predetermined length in consideration of the height of the door or window.

[0051] The auxiliary column member 310 is formed in a channel shape with an auxiliary column side portion 311 that is perpendicular to the ground and extends in the longitudinal direction, and auxiliary column bending portions 312 that are symmetrical to each other and shaped like a square at both ends of the short side direction that is perpendicular to the longitudinal direction of the auxiliary column side portion 311.

[0052] The auxiliary pillar side portion 311 is flat and is formed so that its left and right width (length in the short direction) corresponds to the width of the base module 100 .

[0053] A plurality of connecting holes are arranged in the longitudinal direction on both short sides of the auxiliary column side portion 311, so that the slab modules 400 described below can be placed at any position and a joint module 600 for connecting them can be connected.

[0054] The auxiliary pillar bent portion 312 is bent twice at both ends of the short side of the auxiliary pillar side portion 311 by 90° so as to be mutually symmetrical, thereby forming both side surfaces and bent surfaces.

[0055] The slab module 400 is arranged horizontally or diagonally across the top or bottom of the column module 200 to support the column module 200 .

[0056] The slab module 400 is configured to form the floor or roof of a structure, and is connected to the column module 200 to divide the building layers and is arranged to support the upper or lower part of the column module 200.

[0057] The slab module 400 is composed of a plurality of slab members 410 and is formed to a length corresponding to the horizontal or vertical length of the installation area.

[0058] The slab member 410 is formed in a channel shape with a slab side portion 411 extending in the longitudinal direction and symmetrical ┌-shaped and ┐-shaped slab bending portions 412 at both ends of the short side direction perpendicular to the longitudinal direction of the slab side portion 411.

[0059] The slab side portion 411 is formed in a flat plate shape, and it is preferable that the width (length in the short direction) of the slab side portion 411 is formed to correspond to the width of the column module 200 .

[0060] A plurality of connecting holes 411-1 are arranged longitudinally on both short sides of the slab side portion 411, and the slab side portion 411 is configured so that a joint module 600 for connecting to the column module 200 can be connected at any position.

[0061] The slab bending portion 412 is bent twice at both ends of the slab side portion 411 in the short direction by 90° each, so as to be mutually symmetrical, and an upper surface, a lower surface, and a bent surface are formed.

[0062] The slab member 410 of the present invention is configured to selectively apply a flat roof slab member in which the upper and lower surfaces of the slab folding portion 412 are perpendicular to the column module 200, or a sloped roof slab member in which the slope is formed at a certain angle.

[0063] The flat roof slab members are selectively coupled horizontally at a right angle to the column members 210 with multiple types of coupling members 610 of the coupling module 600 described below to form a floor. The sloped roof slab members are coupled to a coupling member 610 having a sloped coupling hole 611-1 arranged therein, among multiple types of coupling members 610 of the coupling module 600 described below, so as to form a certain slope angle with the column members 210, to form a sloped roof.

[0064] A beam module 500 is further disposed between the column modules 200 .

[0065] The beam modules 500 are arranged horizontally so as to be perpendicular to the column modules 200 or auxiliary column modules 300 above the door and above and below the window.

[0066] The beam module 500 is configured to form a horizontal section with a length shorter than that of the slab module 400 at the position where a door or window will be installed on the wall of the building, and is installed below the slab module 400 or at any position above or below the column module 200.

[0067] The beam module 500 is formed by arranging a pair of beam members 510 symmetrically at a fixed interval, and is formed to a predetermined length taking into consideration the width of the door or window.

[0068] The beam member 510 is formed in a channel shape, with a beam side portion 511 extending in the longitudinal direction and mutually symmetrical ┌-shaped and ┐-shaped beam bending portions 512 at both ends of the short side direction perpendicular to the longitudinal direction of the beam side portion 511.

[0069] The beam side portion 511 is preferably formed in a flat plate shape, and its left and right width (length in the short direction) is preferably formed to correspond to the width of the pillar module 200 .

[0070] A plurality of connecting holes 511-1 are arranged longitudinally on both short sides of the beam side portion 511, and the beam side portion 511 is configured so that a joint module 600 for connecting to the column module 200 can be connected at any position.

[0071] The beam bending portion 512 is bent twice at both ends of the beam side portion 511 in the short direction by 90° each, so as to be mutually symmetrical, and an upper surface, an upper surface, and a bent surface are formed.

[0072] The joint module 600 is coupled to and connects the vertical, horizontal or inclined connection portions of the base module 100, the column module 200 and the slab module 400.

[0073] The joint module 600 is configured to selectively apply one or more of a number of types of joint members 610 that form different connection structures depending on the shape of the connection portions of the base module 100, column module 200, and slab module 400, and to integrate the connection portions between each module.

[0074] The multiple types of joint members 610 are formed with a first type joint side portion 611a, a second type joint side portion 611a', a third type joint side portion 611b, a fourth type joint side portion 611c or a fifth type joint side portion 611d and a joint bent portion 612.

[0075] The first type joint side portion 611a, the second type joint side portion 611a', the third type joint side portion 611b, the fourth type joint side portion 611c or the fifth type joint side portion 611d is formed in a rectangular, square, or flat plate shape with an inclined side on one side, and has a plurality of circular or elongated coupling holes 611-1 arranged vertically, horizontally or at a certain angle.

[0076] The joint bent portion 612 is formed by bending one or both sides of the joint side portion 611 by 90 degrees, and has a plurality of coupling holes 612-1.

[0077] The multiple types of joint members 610 as described above are interconnected by applying a joint member 610 having a first type of rectangular joint side portion 611a to the connection portion between the base bending portion 112 of the base module 100 and the pillar side portion 211 of the pillar module 200, for example.

[0078] For example, the connecting portion between the column side portion 211 of the column module 200 and the slab side portion 411 of the slab module 400 is connected to each other by applying a joint member 610 having a second type of rectangular or square joint side portion 611a'.

[0079] Alternatively, at the connection portion between the slab side portion 411 of the slab module 400 and the auxiliary column side portion 311 of the auxiliary column module where there is a height deviation such as in a bathroom, a joint member 610 having a first type joint side portion 611a in a shape of a square and a joint member 610 having a first type joint side portion 611a in a square shape are used to connect them to each other.

[0080] Alternatively, the connection portion between the gap between the beam side portions 511 of the beam module 500, which is composed of a pair of beam members 510, and the auxiliary column side portion 311 of the auxiliary column module 300 is connected to each other by applying a joint member 610 having a fourth type ┬-shaped joint side portion 611c.

[0081] Alternatively, the connecting portion between the slab side portion 411 of the sloped roof slab member of the slab module 400 and the column side portion 211 of the column module 200 is connected to each other by applying a joint member 610 having a fifth type joint side portion 611d with a sloped side on one side and a sloped connection hole 611-1.

[0082] Meanwhile, a horizontal joint module 700 is included at the connection portion of the upper and lower column modules 200 or at the lower portion of the intermediate portion of the slab module 400 .

[0083] The horizontal joint module 700 extends in the longitudinal direction and is formed in a flat plate shape with multiple connection holes 711-1 arranged therein, and is formed so that its left and right width (short-side length) corresponds to the width of the column module 200.

[0084] The horizontal joint module 700 is placed horizontally at the end of the column module 200 where the connection hole 211-1 is not formed or at the slab bending portion 412 of the slab module 400, allowing the connection of the joint module 600, and the entire structure is configured to be integrated vertically and horizontally.

[0085] The modularized hollow insulation structure according to the present invention includes a modular hollow insulation section 800 in the space formed in each of the base module 100, the column module 200, and the slab module 400.

[0086] The module hollow insulation section 800 is configured to be integrated with the structure by filling the spaces formed between the base members 110, column members 210, auxiliary column members 310, slab members 410, and beam members 510 arranged in multiple units. For convenience, the module hollow insulation section 800 is omitted from the perspective views including Fig. 1 below, and reference may be made to Figs. 9, 11, and 15.

[0087] In the base module 100, the module hollow insulation section 800 is filled in the internal space of the area formed by the plurality of base members 110 at the same height as the upper surface of the base folding section 112 to form a floor. In the column module 200, the module hollow insulation section 800 is filled in the space formed by the plurality of column members 210 spaced apart to the same thickness as the column side section 211 to form a wall. In the slab module 400, the module hollow insulation section 800 is filled in the space formed by the plurality of slab members 410 spaced apart to the same thickness as the slab side section 411.

[0088] The module hollow heat insulating part 800 can be made of a water-based soft foam or urethane foam, which is a heat insulating and non-flammable material.

[0089] The outline of the construction method of the modularized hollow thermal insulation structure to which the technology of the present invention is applied, configured as described above, will be explained as follows.

[0090] A concrete foundation is formed on the ground where the building is to be constructed, and the base member 110 of the base module 100 is placed horizontally along a position corresponding to the planar area of ​​the building. The base anchor member is connected to the connection hole 111-1 provided in the bottom part 111 of the base, and then buried or fixed in the concrete foundation. The base member 110 and the concrete foundation are spaced apart by a certain height, and the base module 100 is installed so that the entire base module 100 remains horizontal.

[0091] When the base module 100 is installed, the pole members 210 of the pole module 200 are vertically arranged at regular intervals along the upper surface of the base bending portion 112. The lower pole side portion 211 of the pole member 210 is brought into contact with the joint member 610 of the joint module 600, for example, a rectangular first type joint side portion 611a, and the joint is connected by tightening a fastening means into the connecting hole. The joint bending portion 612 of the joint member 610 connected to the pole member 210 is positioned on the upper surface of the base bending portion 112 of the base member 110, and the joint is connected by tightening a fastening means into the connecting hole.

[0092] At the location where the door or window is to be installed, the auxiliary column module 300 is placed parallel to the column module 200. The column members 210 of the column module 200 are placed vertically at regular intervals along the upper surface of the base bending portion 112. The lower auxiliary column side portion 311 of the auxiliary column member 310 is brought into contact with the joint member 610 of the joint module 600, for example, a first type of rectangular joint side portion 611a, and the joint is connected by tightening a fastening means into the connecting hole. The joint bending portion 612 of the joint member 610 connected to the auxiliary column member 310 is positioned on the upper surface of the base bending portion 112 of the base member 110, and the joint is connected by tightening a fastening means into the connecting hole.

[0093] Once the column module 200 and the auxiliary column module 300 are installed, the slab member 410 of the slab module 400 is placed horizontally or diagonally along the top of the column member 210 of the column module 200. The slab member 410 selectively applies a flat roof slab member or a sloped roof slab member that forms a slope at a certain angle.

[0094] In the flat roof slab member, the upper column side 211 of the column member 210 of the column module 200 is brought into contact with the joint member 610 of the joint module 600, for example, a first type rectangular joint side 611a, and the joint is connected by tightening a fastening means into the connecting hole. The joint bent portion 612 of the joint member 610 connected to the column member 210 is positioned on the underside of the slab bent portion 412 of the slab member 410, and the joint is connected by tightening a fastening means into the connecting hole.

[0095] In the area of ​​varying heights, one side of the joint member 610 of the joint module 600, for example, the third type joint side 611b shaped like a square, is brought into contact with the upper column side 211 of the column member 210, and the fastening means is tightened to connect them, and the other side of the joint side 611 connected to the column member 210 is brought into contact with the slab side 411 of the slab member 410, and the fastening means is tightened to connect them.

[0096] When connecting the lower slope of the sloped roof slab member to the upper end of the auxiliary column module 300, i.e., the connection portion where the connection hole 311-1 is not formed, the horizontal joint module 700 is placed at the upper end of the auxiliary column member 310, and the slab bending portion 412 of the slab member is placed on its upper surface, and then multiple joint members 610 of the joint module 600, such as the fifth type joint side portion 611d having an inclined side on one side and the rectangular first type joint side portion 611a, are applied and connected.

[0097] At the position where the door or window is to be installed, the beam members 510 of a pair of beam modules 500 are arranged horizontally symmetrically to each other above or below the auxiliary column module 300, and the joint member 610 of the joint module 600, for example the joint bending portion 612 of the fourth type ┬-shaped joint side portion 611c, is positioned, and the beam side portions 511 of the pair of beam members 510 and the connecting holes 311-1 of the auxiliary column side portion 311 of the auxiliary column member 310 are tightened with fastening means to connect them.

[0098] A parapet module 900 is attached to the top end of the column member 210 of the column module 200 using a joint module 600 to complete the construction.

[0099] The module hollow insulation section 800 is filled into the space formed between the base member 110, column member 210 and auxiliary column member 310, slab member 410 and beam member 510 of the base module 100, column module 200 and auxiliary column module 300, slab module 400 and beam module 500.

[0100] The interior space formed by the multiple base members 110 is filled with modular hollow insulation 800 at the same height as the top surface of the base folding portion 112 to form a floor. The space formed by the multiple column members 210 and auxiliary column members 310 spaced apart is filled with modular hollow insulation 800 to the same thickness as the column side portions 211 to form a wall. The space formed by the multiple slab members 410 and beam members 510 spaced apart is filled with modular hollow insulation 800 to the same thickness as the slab side portions 411. The modular hollow insulation 800 can be made of water-based flexible foam or urethane foam, which are insulating and non-flammable materials. Once the installation of the modular hollow insulation 800 is complete, the interior and exterior finishing is carried out to complete the construction of the hollow insulation structure.

[0101] As described above, the modularized hollow insulation structure of the present invention can be applied to prefabricated construction methods due to standardization and modularization, and has the advantages of minimizing the effects of climate and construction environment compared to existing reinforced concrete and other structures, shortening construction time and reducing costs, and thereby providing excellent construction convenience, productivity, and economy.

[0102] Furthermore, since the present invention manufactures and produces structural members, it is possible to provide uniform products and standardized construction manuals, which has the advantages of facilitating construction and reducing material costs, increasing durability, and facilitating the application of environmentally friendly fire-resistant building materials and construction methods.

[0103] Furthermore, the present invention provides structural integration of the connecting parts between each module, thereby enabling robust and safe structural performance against natural disasters such as earthquakes and typhoons. In particular, the internal space of the structure is filled with insulating parts to integrate it without gaps, thereby significantly improving insulating performance and ensuring airtightness and soundproofing. These and other advantages are expected to have great industrial applicability. [Explanation of symbols]

[0104] 10 Concrete foundation 100 Base Module 110 Base member 111 Bottom of base 111-1 Anchor Hall 112 Base bend 112-1 Binding hole 113 Base anchor member 200 Pillar Module 210 Column members 211 Side of pillar 212 Column bending section 300 Auxiliary Column Module 310 Auxiliary column members 311 Auxiliary column side 312 Auxiliary column bending part 400 slab modules 410 Slab members 411 Slab side 411-1 Binding hole 412 Slab bending section 500 beam modules 510 Beam members 511 Beam side 511-1 Binding hole 512 Beam bending section 600 Fitting Module 610 Joint members 611 Joint side 611a First type joint side 611a' Second type joint side 611b Third type joint side 611c 4th type joint side 611d 5th type joint side 611-1 Binding hole 612 Joint bend 700 Horizontal Joint Module 711-1 Binding hole 800 module hollow insulation section 900 Parapet Module

Claims

1. a base module that is arranged along a position corresponding to the planar area of ​​the building and is horizontally installed at a certain height apart from the concrete foundation; a column module disposed upright with its lower end positioned above the base module and supporting the base module and the slab module; a slab module disposed horizontally or diagonally across the top or bottom of the column module and supporting the column module; A joint module that is connected to and connects the vertical, horizontal, or inclined connection portions of the base module, column module, and slab module; a module hollow insulation section made of a heat insulating and non-combustible material, which is integrated with the structure by filling the spaces formed in each of the base module, the column module, and the slab module; The base module includes: The base is made up of a plurality of channel-shaped base members, each having a base bottom portion that is arranged parallel to the ground and spaced apart at a fixed height and extends in the longitudinal direction, and base bent portions that are formed in mutually symmetrical ┌ and ┐ shapes at both ends in the short direction perpendicular to the longitudinal direction of the base bottom, and have coupling holes arranged on the upper surfaces; The column module comprises: The structure is made up of a plurality of channel-shaped column members, each having a column side portion that is perpendicular to the ground and has a connecting hole disposed therein and extends in the longitudinal direction, and column bending portions that are formed in mutually symmetrical ┌ and ┐ shapes at both ends in the short direction perpendicular to the longitudinal direction of the column side portion, The slab module comprises: The slab is characterized in that it comprises a plurality of channel-shaped slab members each having a slab side portion extending in the longitudinal direction and in which connection holes are arranged, and slab folding portions formed in mutually symmetrical ┌- and ┐-shaped portions at both ends in the short direction perpendicular to the longitudinal direction of the slab side portion. Modular hollow insulation structure.

2. Further provided is an auxiliary column module that is arranged parallel to the column module at the upper part of the door and the upper and lower parts of the window or the lower part of the intermediate part of the slab module, and supports between the base module and the slab module or the beam module; The auxiliary column module includes: a plurality of channel-shaped auxiliary column members each having a side portion of the auxiliary column that is perpendicular to the ground and extends in the longitudinal direction, and symmetrical ┌-shaped and ┐-shaped auxiliary column bending portions at both ends of the short side direction that is orthogonal to the longitudinal direction of the side portion of the auxiliary column; and a plurality of connecting holes arranged in the longitudinal direction on both sides of the short side of the auxiliary column side portion.

2. The modular hollow thermal insulation structure of claim 1.

3. Further provided are beam modules arranged horizontally at the top of the door and the top and bottom of the window so as to be perpendicular to the column modules or auxiliary column modules; The beam module includes: The beam member is formed with a pair of channel-shaped beam members each having a beam side portion extending in the longitudinal direction and symmetrical ┌-shaped and ┐-shaped beam bending portions at both ends in a short direction perpendicular to the longitudinal direction of the beam side portion, the pair being arranged symmetrically at a fixed interval, The beam member has a plurality of connecting holes arranged in the longitudinal direction on both sides of the beam side in the short direction.

2. The modular hollow thermal insulation structure of claim 1.

4. The coupling module comprises: The connecting portions between the modules are integrated by selectively applying one or more of a plurality of types of joint members that form different connection structures according to the shapes of the connecting portions of the base module, the column module, and the slab module; The multiple types of coupling members include: A joint side portion having a rectangular, square, or flat plate shape with an inclined side on one side, and a joint bent portion bent 90 degrees on one or both sides of the joint side portion are formed, The joint side portion has A plurality of circular or oblong connecting holes are arranged vertically, horizontally, or at a certain angle.

2. The modular hollow thermal insulation structure of claim 1.

5. The structure further comprises a horizontal joint module formed in a flat plate shape with a plurality of joint holes arranged therein, which is horizontally arranged at the connection portions of the upper and lower column modules or at the bottom of the intermediate portion of the slab module to enable the joint modules to be connected, and the entire structure is integrated vertically and horizontally.

2. The modular hollow thermal insulation structure of claim 1.

Images