Structure for constructing air dome foundation having air membrane structure and method for constructing same

Abstract

The purpose of the present invention is to provide a structure for constructing an air dome foundation having an air membrane structure and a method for constructing same. An air dome foundation portion and a framework portion are configured by using an iron beam and a spiral pile. The foundation portion comprises: a pair of air dome side support beams connected by a reinforcing bar and disposed in parallel; a pair of extension beams horizontally coupled to both ends of a beam positioned on each outer side among the air dome side support beams in a direction parallel to the ground; and a spiral pile for fixing the air dome side support beams to the ground. The framework portion comprises: a pair of inner film support beams coupled to both ends of a beam positioned on each inner side among the pair of air dome side surface support beams, respectively, in a direction perpendicular to the ground; and outer film support beams coupled to both ends of the extension beams in a direction perpendicular to the ground. The present invention is advantageous in that the foundation of an air dome is manufactured by using beams, particularly H beams, and the beams are fixed by using spiral piles. Accordingly, it is unnecessary to excavate the ground, and no time and cost are wasted for civil engineering works and the like. Waterway pipes may be formed in accordance with the in-site situation and utilized for various purposes. The waterway pipes may be used as weights to be prepared against strong winds (for example, typhoons). In addition, the foundation and framework can be formed only with beams, thereby facilitating installation of the entrances / exists, machine rooms, and the like. Accordingly, the cost for manufacturing the air dome can be substantially reduced.

Description

Air dome foundation construction structure and construction method of air barrier structure

[0001] The present invention relates to a foundation construction structure and a construction method for an air dome having an air membrane structure, and more specifically, to a foundation construction structure and a construction method for an air dome having an air membrane structure, which, when installing an air dome having an air membrane structure, constructs the foundation and frame of the structure using steel beams and spiral piles, thereby ensuring convenience in construction, sturdiness against typhoons, and convenience in use.

[0002] In general, an air dome is a facility that does not use supports to maintain the air barrier (tent) in a certain shape, but simply blows air into the air barrier of the air dome with a blower to float the air barrier by the air pressure inside the air dome, thereby allowing the air barrier to maintain a certain structural shape.

[0003] The above air dome structure is a structure that simultaneously receives external compression force (compression) due to atmospheric pressure and wind applied to the air dome due to the characteristics of a columnless structure, and tensile force (tension) due to internal wind pressure to maintain the air dome shape.

[0004] Therefore, since the air dome is a structure that does not have supports to support the structure from the inside, it has a large internal usable area and is widely used in places that do not require supports, such as greenhouses for growing crops, exhibition halls, school playgrounds, sports facilities, warehouses, and event venues.

[0005] In particular, for greenhouse air domes for crop cultivation, a technology of a double film structure, such as Patent Application No. 2013-117247, as shown in FIGS. 7 to 9, is disclosed to maintain a constant internal temperature.

[0006] That is, the above air dome is composed of an inner film (10) and an outer film (20), and an entrance space (50) is formed on both sides of the air dome, and a machine room is formed in one of the entrances and exits, so that the shape of the structure can be maintained by inflating the air film of the inner film (10) and the air film of the outer film (20) by the air pressure of the blower installed in the machine room.

[0007] At this time, the blower continuously blows outside air into the inside of the air dome, the inside of the inner film (10), and the air layer (S) between the inner film (10) and the outer film (20) so that the air film expands and maintains the shape of the roof, i.e., the structure, and when the films are fully expanded and the complete shape of the structure is maintained, the operation of the blower is stopped.

[0008] Of course, when the air pressure inside the air dome drops due to people coming and going through the door and the air cooling, the blower starts up again to restore the structure to its original shape.

[0009] The inner film (10) and outer film (20) described above are very vulnerable to strong winds such as typhoons when maintained only by a membrane, so a reinforcing net is placed on the surface of the outer film (20), and in order to reinforce the reinforcing net, a wire rope is arranged again on the reinforcing net, and the lower part of the reinforcing net and the lower part of the wire rope are fixed to the base fixing part, thereby maintaining the stability of the air dome.

[0010] In addition, the above air dome is constructed with a concrete foundation having drainage channels on all edges of the air dome except for the entrances formed on both sides of the air dome, and an inner film fixing part and an outer film fixing part are formed on the concrete foundation, and then the film is sealed using a film fixing means to prevent the air inside the air dome from easily leaking to the outside.

[0011] However, the conventional air dome is a structure that constructs a reinforced or concrete foundation, forms an inner film fixing part and an outer film fixing part on the foundation, and then finishes the film so that it can be sealed using a film fixing means. Therefore, it is necessary to excavate the ground and pour reinforcing bars or concrete in the excavated area, which requires construction that involves excavating the ground.

[0012] This method requires excavation equipment to excavate the ground, and placing rebar and pouring concrete requires significant time, labor, and costs. Furthermore, this construction method often presents a drawback: depending on the soil's geology, construction may be impossible.

[0013] [Prior Art Literature]

[0014] 1. Republic of Korea Patent Publication No. 0583983

[0015] 2. Republic of Korea Patent No. 10-2415642

[0016] The purpose of the present invention is to provide an air dome foundation construction structure and construction method having an air membrane structure, which can significantly reduce the work time, amount of work, and work cost for installing an air dome by manufacturing the foundation and frame of the air dome using steel beams, particularly H beams and spiral piles, without having to excavate the ground and without having to install steel bars and concrete in the ground.

[0017] In order to achieve the above-described purpose, an air dome foundation construction structure according to an embodiment of the present invention uses steel beams and spiral piles to form an air dome foundation and a frame portion, wherein the foundation portion is formed by a pair of air dome side support beams that are connected by a reinforcing bar and arranged to be parallel, a pair of extension beams that are respectively connected horizontally to the ground at both ends of beams located on the outer side of the air dome side support beams, and spiral piles for fixing the air dome side support beams to the ground, and the frame portion is formed by a pair of inner film support beams that are respectively connected vertically to the ground at both ends of beams located on the inner side of the pair of air dome side support beams, and outer film support beams that are respectively connected vertically to the ground at both ends of the extension beams.

[0018] According to an embodiment of the present invention, the spiral pile is characterized by comprising a cylindrical pile, a spiral-shaped hook formed at the bottom of the cylindrical pile, and a hook formed at the top of the cylindrical pile.

[0019] According to an embodiment of the present invention, the air dome side support beam, the inner film support beam, the outer film support beam, and the extension beam are all characterized by using H beams.

[0020] According to an embodiment of the present invention, the air dome side support beam is coupled to rest on one side wall of the water conduit so that the lower flange of the H beam wraps around the upper end of one side wall of the water conduit, and the water conduit and the air dome side support beam are coupled to each other by a through hole and a fastening hole formed in the lower flange of the air dome side support beam and one side wall of the water conduit.

[0021] According to an embodiment of the present invention, the film fixing means is characterized by comprising a bolt-joining hole perforated on one side of the upper flange of the air dome side support beam, a bolt coupled to the bolt-joining hole, and a film presser coupled to one end of the bolt.

[0022] According to an embodiment of the present invention, it is characterized in that a plurality of wire hangers are formed at a predetermined interval on one side of the upper flange of the air dome side support beam.

[0023] According to an embodiment of the present invention, the inner film support beam, the outer film support beam, and the extension beam are formed in a round shape, and are characterized in that the radius of curvature of the inner film support beam is formed larger than the round diameter of the outer film support beam.

[0024] According to an embodiment of the present invention, the inner film support beam is characterized in that the upper ends of one inner film support beam and the other inner film support beam, which are spaced apart from each other, are connected with a reinforcing wire to prevent sagging of the film.

[0025] In the method for constructing a foundation of an air membrane structure of the present invention, the method comprises: a step of arranging a pair of air dome side support beams, which are connected by a reinforcing bar and arranged in parallel, on a ground surface so as to be parallel to each other at a predetermined interval at a location where the air dome is to be installed; a step of connecting an extension beam horizontal to the ground to both ends of each outer beam among the pair of air dome side support beams; a step of connecting an inner film support beam to both ends of each inner beam among the pair of beams so as to be perpendicular to the ground; a step of connecting an inner film support beam to both ends of the extension beam so as to be perpendicular to the ground; and a step of fixing the air dome side support beams by spiral piles installed by being driven into the ground so as not to be lifted by wind, etc.

[0026] The above-described effects of the present invention include the use of beams, particularly H-beams, to create the foundation of an air dome, and the use of spiral piles to fix the beams, thereby eliminating the need for excavation of the ground and thus eliminating the need for time and cost for civil engineering work, and the ability to form water pipes according to on-site conditions for use in various ways, and the ability to use water pipes as weights to prepare for strong winds such as typhoons, and the ability to form the foundation and frame using only beams, thereby making it easy to install entrances and machine rooms, making it a very useful invention that can significantly reduce the cost of manufacturing an air dome.

[0027] Figure 1 is an exploded perspective view of the air dome foundation construction structure of the air membrane structure according to an embodiment of the present invention.

[0028] Figure 2 is a perspective view of the combination of Figure 1.

[0029] Figure 3 is a perspective view of an air dome foundation construction structure of an air membrane structure according to another embodiment of the present invention.

[0030] Figure 4 is a cross-sectional view of Figure 3.

[0031] Figure 5 is a reference drawing showing a state in which a film and wire are installed on an air dome side support beam in the present invention.

[0032] Figure 6 is a perspective view of an air dome foundation construction structure of an air membrane structure according to another embodiment of the present invention.

[0033] Figure 7 is a schematic cross-sectional view of the basic construction structure of an air dome with a conventional air membrane structure.

[0034] Figure 8 is a schematic side cross-sectional view of the basic construction structure of an air dome with a conventional air membrane structure.

[0035] Figure 9 is a reference drawing showing an enlarged view of the air dome foundation of a conventional air membrane structure.

[0036] Hereinafter, embodiments of the present invention will be described in detail with reference to the attached drawings so that those skilled in the art can easily practice the present invention. However, the present invention may be implemented in many different forms and is not limited to the embodiments described herein. The technical terminology used herein is only for the purpose of referring to specific embodiments and is not intended to limit the present invention. In addition, the singular forms used herein include plural forms unless the phrases clearly indicate the opposite meaning. The meaning of "comprising" as used herein specifies a particular characteristic, region, integer, step, operation, element, and / or component, and does not exclude the presence or addition of other specific characteristics, regions, integers, steps, operations, elements, components, and / or groups. Unless otherwise defined, all terms, including technical and scientific terms, used herein have the same meaning as commonly understood by one of ordinary skill in the art to which the present invention pertains. Terms defined in commonly used dictionaries are additionally interpreted as having a meaning consistent with the related technical literature and the presently disclosed content, and are not to be construed as ideal or formal meanings unless otherwise defined.

[0037] The embodiments of the present invention described with reference to the perspective drawings specifically illustrate ideal embodiments of the present invention. Consequently, various modifications to the drawings, such as modifications in manufacturing methods and / or specifications, are anticipated. Accordingly, the embodiments are not limited to the specific shapes of the regions depicted, and include, for example, modifications in shape due to manufacturing. For example, regions depicted or described as being flat may generally have rough / rough and non-linear characteristics. Furthermore, portions depicted as having sharp angles may be rounded. Therefore, the regions depicted in the drawings are intended to be approximate only, and their shapes are not intended to depict the precise shapes of the regions, nor are they intended to narrow the scope of the present invention.

[0038] Hereinafter, preferred embodiments of the air dome foundation construction structure and construction method of the air membrane structure according to the present invention will be described in detail with reference to the attached drawings.

[0039] FIG. 1 is an exploded perspective view of an air dome base construction structure of an air membrane structure according to an embodiment of the present invention, FIG. 2 is a combined perspective view of FIG. 1, FIG. 3 is a perspective view of an air dome base construction structure of an air membrane structure according to another embodiment of the present invention, FIG. 4 is a cross-sectional view of FIG. 3, FIG. 5 is a reference view for showing a state in which a film and wire are installed on an air dome side support beam according to the present invention, and FIG. 6 is a perspective view of an air dome base construction structure of an air membrane structure according to another embodiment of the present invention.

[0040] First, it should be noted that, among the drawings, identical components or parts are indicated by identical reference numerals, where possible. Furthermore, in describing the present invention, detailed descriptions of related known functions or configurations are omitted to avoid obscuring the gist of the present invention.

[0041] The basic construction structure of the air dome of the air membrane structure of the present invention is as follows.

[0042] First, the present invention uses various steel beams and spiral piles to form an air dome foundation and frame.

[0043] That is, the foundation of the present invention is composed of a pair of air dome side support beams (110) that are arranged to be parallel and connected by a reinforcing bar (113), a pair of extension beams (120) that are respectively connected horizontally to the ground at both ends of beams located on the outer side of the air dome side support beams (110), and a spiral pile (160) for fixing the air dome side support beams (110) to the ground, and the frame of the present invention is composed of a pair of inner film support beams (130) that are respectively connected vertically to the ground at both ends of beams located on the inner side of the pair of air dome side support beams (110), and an outer film support beam (140) that are respectively connected vertically to the ground at both ends of the extension beams (120).

[0044] The above steel beam has various structures such as H, I, T, L, and T-shaped, and any of them may be used, but the most preferred example of the steel beam in the present invention is an H-beam.

[0045] Therefore, it is preferable that the air dome side support beam (110), inner film support beam (130), outer film support beam (140), and extension beam (120) all use H beams.

[0046] In the H-beam, the part corresponding to the central crossbar is called a web, and the vertical bars formed at right angles to the crossbar on both sides are called flanges. In the present invention, the flange located lower than the crossbar is called a lower flange (111a), and the flange located upper is called an upper flange (111b).

[0047] The above spiral pile (160) has a spiral-shaped hooking jaw (162) formed at the bottom of a cylindrical pile (161) and a hooking jaw (163) formed at the top. The spiral hooking jaw (162) is embedded in the ground to prevent it from easily falling out, and the hooking jaw (163) hooks the top of the air dome side support beam (110) to prevent the air dome side support beam (110) from being lifted even in strong winds such as typhoons, thereby allowing the air dome of the present invention to be firmly supported.

[0048] In addition, the present invention can also install an air dome side support beam (110) on a concrete water pipe (150) that can act as a weight to support the air dome more firmly, i.e., on a bench plume.

[0049] In this case, the weight of the water pipe (150) buried in the ground, the weight of the water pipe (150), and the weight of the water filled in the water pipe (150) exert a considerable load, so that the air dome of the present invention can be stably supported even in moderately strong winds.

[0050] At this time, in order to firmly fix the air dome side support beam (110) to the water channel pipe (150), the air dome side support beam (110) is placed on the side wall (151) of the water channel pipe (150), and the lower flange (111a) of the H beam wraps around the upper side of one side wall (151) of the water channel pipe (150) on both sides, and the water channel pipe (150) and the air dome side support beam (110) can be connected to each other by a fastener, i.e., a bolt (111d) and a nut (111e), through a hole (111c) perforated in the lower flange (111a) of the air dome side support beam (110) and a hole (not shown) perforated in one side of the upper side of the side wall (151) of the water channel pipe (150).

[0051] It is preferable that a bolt-joining hole be formed in the upper flange (111b) of the above air dome side support beam (110), and that the film fixing member (171) be pressed against the film (170) by a pressure bolt (172) screwed into the bolt-joining hole so that the film (170) is fixed to the inside of the upper flange (111b) of the H beam.

[0052]

[0053] *That is, in the present invention, the film fixing means is composed of a bolt-joining hole (not shown) perforated on one side of the upper flange (111b) of the air dome side support beam (110), a bolt coupled to the bolt-joining hole, and a film fixing member (171) coupled to one end of the bolt.

[0054] On one side of the upper flange (111b) of the above air dome side support beam (110), a plurality of wire hooks (181) are formed at a predetermined interval, and a wire (180) is hung on the wire hooks (181) to prevent the film (170) and the mesh (not shown) covering the film (170) from being lifted.

[0055] In the present invention, it is preferable that the inner film support beam (130) and the outer film support beam (140) forming the skeleton be formed in a round shape. This is because, in the case of an air dome, it is greatly affected by wind and must have a streamlined structure to minimize this.

[0056] Therefore, it is preferable that the inner film support beam (130) supporting the inner film and the outer film support beam (140) supporting the outer film have a hemispherical or arc-shaped curvature.

[0057] In addition, in the case of the above extension beam (120), it is a structure for supporting the outer film support beam (140) so that a machine room (201) or an entrance (200) can be formed on the outside of the inner film support beam (130), so it is also preferable that it have a hemispherical or arc-shaped curvature. Of course, it is natural that it falls within the scope of the present invention even if the inner film support beam (130), the outer film support beam (140), and the extension beam (120) are used in a folded structure.

[0058] At this time, it is preferable to form the radius of curvature of the inner film support beam (130) larger than the round diameter of the outer film support beam (140), because the outer film support beam (140) is a structure for forming an entrance (200) and supporting the outer film.

[0059] In addition, the present invention can be configured to prevent sagging of the film (170) by connecting the upper ends of one inner film support beam (130) and the other inner film support beam (130) spaced apart from each other in a pair of inner film support beams (130) with a reinforcing wire (190). This is a structure necessary to prevent the film (170) from sagging over the crop even when a power outage, a blower failure, or the like occurs, as the pressure inside the air membrane decreases when the air blowing stops during replacement of the film (170), causing the film (170) to sag and the crops to be damaged due to its weight.

[0060]

[0061] The basic construction method of the air membrane structure of the present invention comprises the steps of: arranging a pair of air dome side support beams (110) that are connected by a reinforcing bar (113) and arranged in parallel to each other on the ground surface at a predetermined interval at a location where the air dome is to be installed; connecting an extension beam (120) horizontally to the ground to both ends of each outer beam among the pair of air dome side support beams (110); connecting an inner film support beam (130) to both ends of each inner beam among the pair of beams so as to be perpendicular to the ground; connecting an outer film support beam (140) to both ends of the extension beam (120) so as to be perpendicular to the ground; and fixing the air dome side support beams (110) by spiral piles (160) so as not to be lifted by wind, etc.

[0062] At this time, welding is preferred for joining steel beams and beams, but joining using bolts and nuts, or rivets, etc. is also acceptable.

[0063]

[0064] As described above, although the present invention has been described by limited embodiments, the present invention is not limited thereto, and various modifications and variations are possible by a person having ordinary skill in the art to which the present invention pertains within the scope of the technical idea of ​​the present invention and the equivalent scope of the patent claims to be described below.

[0065]

[0066] [Explanation of symbols]

[0067] 10: Inner film 20: Outer film

[0068] 40: Reinforced steel foundation 50: Access space

[0069] 110: Air dome side support beam 120: Extension beam

[0070] 130: Inner film support beam 140: Outer film support beam

[0071] 150: Water pipe 160: Spiral pile

[0072] 170: Film 180: Wire

[0073] 190: Reinforcing wire

[0074] G: Ground S: Air layer

[0075] W: Tank

Claims

1. In an air dome foundation having a foundation and a frame made of spiral piles and steel beams, The above air dome foundation comprises a pair of air dome side support beams arranged parallel to each other, A reinforcing bar installed between the above pair of air dome side support beams to support them, A pair of extension beams extending from both ends of the beams located on the outer side of the above air dome side support beams and each connected horizontally to the ground, A pair of inner film support beams vertically connected to the ground at both ends of each of the inner side support beams of the above pair of air dome side support beams, A pair of outer film support beams vertically connected to the ground at both ends of the above pair of extension beams, Cylindrical files, A catch formed on the top of the above cylindrical file to catch one side of the air dome side support beam and prevent the air dome side support beam from lifting off the ground; An air dome foundation construction structure having an air membrane structure characterized by having a spiral-shaped spiral hook formed at the bottom of the cylindrical pile and driven into the ground to firmly secure the air dome side support beam to the ground.

2. An air dome foundation construction structure having an air membrane structure, characterized in that the air dome side support beam, inner film support beam, outer film support beam, and extension beam according to claim 1 all use H beams.

3. In claim 1, the air dome side support beam is coupled to rest on one side wall of the water channel pipe so that the lower flange of the H beam wraps around the upper end of one side wall of the water channel pipe, and the water channel pipe and the air dome side support beam are coupled to each other by a through hole and a fastening hole formed in the lower flange of the air dome side support beam and one side wall of the water channel pipe. An air dome foundation construction structure having an air membrane structure.

4. In claim 1, the film fixing means is characterized by comprising a bolt-joining hole perforated in one side of the upper flange of the air dome side support beam, a bolt joined to the bolt-joining hole, and a film presser joined to one end of the bolt. An air dome foundation construction structure having an air membrane structure.

5. An air dome foundation construction structure having an air membrane structure, characterized in that in claim 1, the inner film support beam, the outer film support beam, and the extension beam are formed in a round shape, and the radius of curvature of the inner film support beam is formed larger than the round diameter of the outer film support beam.

6. An air dome foundation construction structure having an air membrane structure, characterized in that in claim 1, among the pair of inner film support beams, the upper ends of one inner film support beam and the other inner film support beam, which are spaced apart from each other, are connected with reinforcing wires to prevent sagging of the film.

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