CN115226652B - Light house for poultry cultivation and construction method thereof - Google Patents
Light house for poultry cultivation and construction method thereof Download PDFInfo
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- CN115226652B CN115226652B CN202210628242.XA CN202210628242A CN115226652B CN 115226652 B CN115226652 B CN 115226652B CN 202210628242 A CN202210628242 A CN 202210628242A CN 115226652 B CN115226652 B CN 115226652B
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- 238000010276 construction Methods 0.000 title abstract description 17
- 244000144977 poultry Species 0.000 title abstract description 9
- 238000012364 cultivation method Methods 0.000 title description 2
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 116
- 239000010959 steel Substances 0.000 claims abstract description 116
- 239000004567 concrete Substances 0.000 claims abstract description 60
- 238000007789 sealing Methods 0.000 claims abstract description 27
- 239000010410 layer Substances 0.000 claims description 28
- 238000003466 welding Methods 0.000 claims description 18
- 229910052602 gypsum Inorganic materials 0.000 claims description 16
- 239000010440 gypsum Substances 0.000 claims description 16
- 239000000463 material Substances 0.000 claims description 13
- 229920000915 polyvinyl chloride Polymers 0.000 claims description 10
- 239000004800 polyvinyl chloride Substances 0.000 claims description 10
- 239000003365 glass fiber Substances 0.000 claims description 8
- 239000000945 filler Substances 0.000 claims description 7
- 229920000742 Cotton Polymers 0.000 claims description 6
- 239000011381 foam concrete Substances 0.000 claims description 6
- 238000011065 in-situ storage Methods 0.000 claims description 6
- 239000003822 epoxy resin Substances 0.000 claims description 5
- 229920000647 polyepoxide Polymers 0.000 claims description 5
- 238000009374 poultry farming Methods 0.000 claims description 5
- 239000011810 insulating material Substances 0.000 claims description 4
- 238000009413 insulation Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 claims description 4
- 239000002344 surface layer Substances 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 238000002788 crimping Methods 0.000 claims 2
- 238000009957 hemming Methods 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 description 6
- 238000009395 breeding Methods 0.000 description 3
- 230000001488 breeding effect Effects 0.000 description 3
- 239000011490 mineral wool Substances 0.000 description 3
- 239000004593 Epoxy Substances 0.000 description 2
- 239000011152 fibreglass Substances 0.000 description 2
- 239000011491 glass wool Substances 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 241000628997 Flos Species 0.000 description 1
- 238000010009 beating Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000006227 byproduct Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Classifications
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; AVICULTURE; APICULTURE; PISCICULTURE; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K31/00—Housing birds
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Birds (AREA)
- Zoology (AREA)
- Animal Husbandry (AREA)
- Biodiversity & Conservation Biology (AREA)
- Panels For Use In Building Construction (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a light house for poultry cultivation and a construction method thereof, wherein the light house comprises a roof system and a wall system, the wall system comprises gable walls, side wall modules, a middle wall module and an edge sealing wall module, and the edge sealing wall module and the middle wall module are alternately arranged between the two side wall modules; the side wall module comprises side wall steel pipe columns, side wall skins and a wall frame A which are sequentially connected, and wall internal concrete A is poured between the side wall skins; the middle wall module comprises a middle wall steel pipe column, two ends of the middle wall steel pipe column are sequentially connected with two sides of a middle wall skin and a wall frame A, and wall concrete B is poured between the two sides of the middle wall skin; the edge sealing wall module comprises profiled steel plates at two sides and wall frames B fixedly connected to two ends of the profiled steel plates at two sides; the wall frame A is of a groove structure with curled edges, and the wall frame B is matched with the wall frame A; the side wall modules, the middle wall module and the edge sealing wall modules are connected through a wall frame hemming mode. The invention has low construction cost and good integrity and bearing capacity of the light house.
Description
Technical Field
The invention relates to a breeding house, in particular to a light house for poultry breeding and a construction method thereof.
Background
The existing poultry breeding house adopts a light portal rigid frame structure, and is directly applied to a light factory building design, so that the following problems exist: the steel amount of the portal rigid frame structure is large, and especially, in order to solve the problem of poor wind resistance, the wallboard needs to be made of thicker profiled steel sheets, so that the overall manufacturing cost is high, and the problem of high cost of the cultivation house is faced at the initial stage of a farmer.
Disclosure of Invention
The invention aims to: the invention aims to provide a light house for poultry cultivation, which has low construction cost and strong bearing capacity of the whole structure; a second object of the invention is to propose a method of constructing such a light house.
The technical scheme is as follows: the light house for poultry cultivation comprises a roof system and a wall system, wherein the wall system comprises gable walls, side wall modules, a middle wall module and edge sealing wall modules, and the edge sealing wall modules and the middle wall modules are alternately arranged between the two side wall modules;
the side wall module comprises side wall steel pipe columns, side wall skins and a wall frame A which are sequentially connected, and wall internal concrete A is poured between the side wall skins; the middle wall module comprises a middle wall steel pipe column, two ends of the middle wall steel pipe column are sequentially connected with two sides of a middle wall skin and a wall frame A, and wall concrete B is poured between the two sides of the middle wall skin; the edge sealing wall module comprises profiled steel plates at two sides and wall frames B fixedly connected to two ends of the profiled steel plates at two sides;
the wall frame A is of a groove structure with curled edges, and the wall frame B is matched with the wall frame A; the side wall modules, the middle wall module and the edge sealing wall modules are connected through a wall frame hemming mode.
In the invention, the side wall module and the middle wall module are of a column wall integrated structure, and the side wall module, the middle wall module and the edge sealing wall module are connected in a wall frame hemming mode, so that the wall has high integrity and strong bearing capacity. In the invention, the skin can be made of thin plates, the column can be made of thin-wall steel pipe columns, steel can be saved, the construction cost of the house can be reduced, and the bearing performance of the house can be met.
Further, the side wall steel pipe column is internally poured with the column internal concrete A, and the middle wall steel pipe column is internally poured with the column internal concrete B. After concrete is poured into the steel pipe column, the strength of the column can be improved, and the bearing capacity of the wall body is further improved.
Further, the wall internal concrete A, the wall internal concrete B, the column internal concrete A and the column internal concrete B adopt lightweight aggregate concrete, foam concrete or high-strength gypsum materials. Wherein, the lightweight aggregate concrete is renewable aggregate, the high-strength gypsum material is an industrial denitration byproduct, the problem of recycling industrial waste is solved, and the cost is low. After the wall is filled with concrete, the bearing capacity of the wall can be raised.
Further, industrial plants also suffer from poor insulation, while poultry farming is temperature sensitive. For this purpose, an in-wall cavity A is arranged in the in-wall concrete A, and the in-wall cavity A is filled with an in-cavity filler A; the wall interior concrete B is provided with a wall interior cavity B, and the wall interior cavity B is filled with a cavity interior filler B; the cavity filler is made of refractory heat-insulating material, such as glass silk floss and rock wool.
In addition, heat preservation cotton is filled between the profiled steel sheets at two sides.
Further, the side wall skin and the middle wall skin are profiled steel plates, or flat steel plates with steel bar heads or welding nails, steel bar truss plates, welding angle steel, or T-shaped steel or channel steel stiffening rib steel plates.
Further, the general industrial factory building is to directly cast the indoor ground on the tamped ground, so that the requirements of poultry cultivation on damp proofing cannot be met, and epidemic diseases are easy to cause. For this reason, above-mentioned light house still includes ground system, ground system is including setting up the light steel foundation beam on foundation under the wall and middle foundation beam, has laid the raised floor on light steel foundation beam, satisfies the dampproofing requirement of poultry cultivation through the overhead.
Further, the raised floor comprises a bottom steel plate floor support plate, a high-strength gypsum prefabricated layer, a concrete cast-in-situ layer and an epoxy resin ground layer which are sequentially arranged from bottom to top.
Further, the glass fiber reinforced truss is arranged on the bottom steel plate floor support plate, the glass fiber reinforced truss is cast in the high-strength gypsum prefabricated layer, and the glass fiber reinforced truss can improve the structural strength of the raised floor.
The invention also provides a construction method of the light house for poultry farming, which comprises the following steps:
(1) The method comprises the steps of prefabricating a side wall module, a middle wall module, an edge sealing wall module and a superimposed sheet, wherein a wall inner cavity A and a wall inner cavity B are formed after initial setting of poured concrete by arranging PVC (polyvinyl chloride) moulds in the walls; the superimposed sheet comprises a bottom steel plate floor support plate, a glass fiber reinforced truss and a high-strength gypsum prefabricated layer;
(2) Pouring a foundation under a wall and a middle foundation beam, installing a light steel foundation beam, welding a bottom steel plate floor support plate on the light steel foundation beam, pouring a concrete cast-in-place layer on the laminated slab, and after the concrete cast-in-place layer is completely solidified, beating an epoxy resin ground layer on the surface layer;
(3) Installing the side wall module and the middle wall module on a wall lower foundation through anchor bolts, then inserting the edge sealing wall module, and connecting the wall frame B with the wall frame A in a hemming mode;
(4) Installing a roof system;
(5) And installing a gable.
The construction method is simple and efficient, and compared with a portal rigid frame structure, the construction method can greatly shorten the construction period and save the construction cost; as described above, the light house constructed not only can meet the load bearing performance requirements, but also has low material cost and low construction cost.
The beneficial effects are that: compared with the prior art, the invention has the following remarkable advantages: the construction cost is low, and the constructed light house effectively utilizes the rigidity of the wall body, and has better integrity and bearing capacity.
Drawings
FIG. 1 is a cross-sectional view of the present invention;
FIG. 2 is a schematic structural view of a roofing system;
FIG. 3 is a schematic structural view of a wall system;
FIG. 4 is an elevation view of a side wall module;
FIG. 5 is a cross-sectional view taken along line A-A of FIG. 4;
FIG. 6 is an elevation view of the intermediate wall module;
FIG. 7 is a B-B sectional view of FIG. 6;
FIG. 8 is an elevation view of a banding wall module;
FIG. 9 is a C-C sectional view of FIG. 8;
FIG. 10 is a schematic illustration of a hemmed connection between a hem seal wall module and a side wall module, and a middle wall module;
FIG. 11 is a schematic structural diagram of a ground system;
FIG. 12 is a D-D sectional view of FIG. 11;
fig. 13 is a schematic view of the structure of the raised floor.
Detailed Description
The invention is described in further detail below with reference to the accompanying drawings.
As shown in fig. 1, a lightweight house for poultry farming includes a roofing system, a wall system, and a floor system.
As shown in fig. 2, the roofing system comprises a triangular roof truss 1, purlins 2, roofing supports 3 and sandwich roof panels 4, as shown in fig. 1. The triangular roof truss 1, the purlines 2 and the roof supports 3 are made of steel, the sandwich roof board 4 is made of double-layer profiled steel sheet sandwiched heat-insulating cotton, and the types of the components are selected by referring to a standard drawing set of light-duty roof triangular roof truss (05G 517).
The wall system comprises gable 41, load bearing walls and edge banding wall modules 7. The gable 41 is a normal sandwich gable, the construction of which is referred to as a normal factory building construction. The load bearing wall comprises side wall modules 5 and intermediate wall modules 6. As shown in fig. 3, the side wall modules 5 refer to wall modules at the two ends of a longitudinal bearing wall, the middle wall module 6 refers to a corresponding bearing wall module of a middle span, and the edge sealing wall modules 7 are plugging walls among the bearing walls and do not bear load.
As shown in fig. 4 and 5, the side wall module 5 includes a side wall steel pipe column 8, a column interior concrete A9, a side wall skin 10, a wall interior concrete a11, a wall interior cavity a12, an interior cavity filler a13, a top plate a14, a bottom plate a15, and a wall frame a16. The side wall steel pipe column 8 is a thin-wall steel pipe, is welded with side wall skins 10 with two sides made of profiled steel sheets, and the other side of the wall body is a wall frame A16 made of cold-rolled strip edge channel steel, and is also welded with the side wall skins 10. The side wall skin 10 may be profiled sheet, or may be in the form of a flat sheet with steel studs or welded nails, a steel truss plate, welded angle steel, or a stiffening sheet such as a T-section steel or channel steel stiffening rib sheet. The side wall steel pipe column 8 is internally filled with column internal concrete A9 which is lightweight aggregate concrete, foam concrete or high-strength gypsum material. The wall internal concrete A11 is cast between the two side wall skins 10, and is also light aggregate concrete, foam concrete or high-strength gypsum material. And a PVC mould is arranged in the wall during pouring, so that a cavity A12 in the wall appears in the middle after the concrete A11 in the wall is solidified. After the initial setting of the concrete, filling the cavity filling material A13 into the wall cavity A12, and adopting refractory heat-insulating materials such as glass wool, rock wool and the like. The top plate A14 and the bottom plate A15 are all steel plates and are welded with the side wall steel pipe column 8, the side wall skin 10 and the wall frame A16. The stiffening ribs 17 are arranged on the bottom plate A15, so that the rigidity of the plate surface can be improved. Floor a15 is attached to an under-wall foundation 32 by anchors 18.
As shown in fig. 6 and 7, the intermediate wall module 6 includes an intermediate wall steel pipe column 19, an in-column concrete B20, an intermediate wall skin 21, an in-wall concrete B22, an in-wall cavity B23, an in-cavity filler B24, a top plate B25, a bottom plate B26, and a wall frame a16. The middle wall steel pipe column 19 is a thin-wall steel pipe, is welded with a middle wall skin 21 with two sides made of profiled steel sheets, and the two ends of the wall body are wall frames A16 made of cold-rolled strip edge channel steel and are also welded with the middle wall skin 21. The middle wall skin 21 can be a profiled steel sheet, and can also be a stiffening steel sheet form such as a flat steel sheet with steel reinforcement heads or welding nails, a steel bar truss plate, welding angle steel, a T-shaped steel or channel steel stiffening rib steel sheet, and the like. The middle wall steel pipe column 19 is internally filled with column internal concrete B20 which is lightweight aggregate concrete, foam concrete or high-strength gypsum material. The wall interior concrete B22, which is also lightweight aggregate concrete, foam concrete or high-strength gypsum material, is cast between the intermediate wall skins 21 on both sides. And a PVC mould is arranged in the wall during pouring, so that a cavity B23 in the wall appears in the middle after the concrete B22 in the wall is solidified. After the initial setting of the concrete, the cavity filling material B24 is filled in the wall cavity B23, and the refractory heat-insulating materials such as glass wool, rock wool and the like can be adopted. The top plate B25 and the bottom plate B26 are steel plates, and are welded to the intermediate wall steel pipe column 19, the intermediate wall skin 21, and the wall frame a16. The stiffening ribs 17 are arranged on the bottom plate B26, so that the rigidity of the plate surface can be improved. Floor B26 is attached to an under-wall foundation 32 by anchors 18.
As shown in fig. 8 and 9, the edge sealed wall module 7 includes both side profiled steel sheets 27, heat insulation cotton 28, top sealing sheet 29, bottom sealing sheet 30, and wall frame B31. The upper and lower sides of the profiled steel sheet 27 are respectively welded with the top sealing plate 29 and the bottom sealing plate 30, the upper and lower sides of the wall frame B31 are respectively welded with the top sealing plate 29 and the bottom sealing plate 30, and the heat insulation cotton 28 is clamped between the profiled steel sheets 27 at both sides. The blanking panel 29 is welded to the roof panel a14 and the roof panel B25 in the installation, and the wall frame B31 is hemmed to the wall frame a16 as shown in fig. 10.
As shown in fig. 11 and 12, the ground system includes an under-wall foundation 32, a light steel foundation beam 33, an intermediate foundation beam 34, and a raised floor 35. The light steel foundation beam 33 is light I-steel, and is erected on the underground foundation 32 and the middle foundation beam 34, and the raised floor 35 is paved on the light steel foundation beam 33. As shown in fig. 13, the raised floor 35 comprises a bottom steel plate floor 36, a fiberglass truss 37, a high-strength gypsum precast layer 38, a concrete cast-in-place layer 39, and an epoxy floor layer 40. The bottom steel plate floor support plate 36 is welded on the light steel foundation beam 33 through welding nails, and the glass fiber reinforced truss 37 is pre-erected on the steel plate floor support plate 36 in a factory and is poured in the high-strength gypsum precast layer 38. After the site is connected with the light steel foundation beam 33, a concrete cast-in-place layer 39 is poured, and after the concrete cast-in-place layer is completely solidified, an epoxy ground layer 40 is arranged on the surface layer.
FIG. 1 shows a cross-sectional view of a light house for poultry farming according to the invention, the roofing system being welded to the wall system, both the wall system and the ground system being mounted on a foundation. The dead weight of the roof is borne and transferred to the ground by the wall system, and the wall system bears and transfers the wind load of the whole house.
The specific construction method of the light house is introduced below, and comprises the following steps:
(1) Factory prefabrication
a. Manufacturing a triangular roof truss 1: and prefabricating the steel roof truss in a factory according to the drawing and the standard drawing set.
b. Manufacturing a side wall module 5: welding the side wall steel pipe column 8 with side wall skins 10 on two sides; wall frame a16 is also welded to side wall skin 10; welding the side wall steel pipe column 8, the side wall skin 10 and the wall frame A16 on the bottom plate A15, and welding the stiffening ribs 17; placing a PVC mould in the wall, pouring the concrete A9 in the inner filling column and the concrete A11 in the wall, and taking out the PVC mould after initial setting to form a cavity A12 in the wall; filling the wall cavity A12 with a cavity filling material A13; the side wall steel pipe column 8, the side wall skin 10, and the wall frame a16 are welded to the roof panel a 14.
c. Manufacturing a middle wall module 6: welding the middle wall steel pipe column 19 with the middle wall skins 21 on the two sides; the wall frame a16 is also welded to the intermediate wall skin 21; welding the middle wall steel pipe column 19, the middle wall skin 21 and the wall frame A16 on the bottom plate B26, and welding the stiffening ribs 17; placing a PVC mould in the wall, pouring the concrete B20 in the inner filling column and the concrete B22 in the wall, and taking out the PVC mould after initial setting to form a cavity B23 in the wall; filling the wall cavity B23 with a cavity filling material B24; the intermediate wall steel pipe column 19, the intermediate wall skin 21, and the wall frame a16 are welded to the roof panel B25.
d. Manufacturing a side wall sealing module 7: purchasing a formed sandwich board which comprises profiled steel sheets 27 on two sides and heat preservation cotton 28; the top and bottom closure panels 29 and 30 are welded.
e. Manufacturing a laminated plate: the fiberglass truss 37 is pre-erected on the steel floor carrier 36 at the factory and poured into the high strength gypsum pre-cast layer 38 to form a composite slab.
(2) Site construction
a. Basic engineering: leveling a site, reinforcing a foundation, casting a wall foundation 32 and a middle foundation beam 34, and embedding anchor bolts 18 on the wall foundation 32; installing a light steel foundation beam 33; the bottom steel plate floor support plate 36 is welded on the light steel foundation beam 33 through welding nails, a concrete cast-in-situ layer 39 is poured on the superimposed sheet, and after the concrete cast-in-situ layer is completely solidified, an epoxy resin ground layer 40 is arranged on the surface layer.
b. Structural engineering: installing the side wall module 5 and the middle wall module 6 on the side wall module 5 and the middle wall module 6 through anchor bolts; inserting the edge sealing wall module 7 into a wall frame A16 between two bearing walls (between the side wall module 5 and the middle wall module 6 or between the two middle wall modules 6), welding a top sealing plate 29 with a top plate A14 and a top plate B25 in installation, and connecting a wall frame B31 with the wall frame A16 by adopting a curled edge; welding the triangular roof truss 1 at positions of the bearing wall top plate A14 and the top plate B25 corresponding to the side wall steel pipe column 8 and the middle wall steel pipe column 19; the purline 2, the roof support 3 and the sandwich roof board 4 are sequentially installed; gable 41 is installed.
Claims (6)
1. A light house for poultry farming, comprising a roofing system and a wall system, characterized in that: the wall system comprises gable (41), side wall modules (5), a middle wall module (6) and edge sealing wall modules (7), wherein the edge sealing wall modules (7) and the middle wall modules (6) are alternately arranged between the two side wall modules (5);
the side wall module (5) comprises side wall steel pipe columns (8), side wall skins (10) and wall frames A (16) which are connected in sequence, and in-wall concrete A (11) is poured between the side wall skins (10); the middle wall module (6) comprises a middle wall steel pipe column (19), two ends of the middle wall steel pipe column (19) are sequentially connected with two sides of a middle wall skin (21) and a wall frame A (16), and wall internal concrete B (22) is poured between the two sides of the middle wall skin (21); the edge sealing wall module (7) comprises profiled steel plates (27) at two sides and wall frames B (31) fixedly connected to two ends of the profiled steel plates (27) at two sides;
the wall frame A (16) is of a curled groove structure, and the wall frame B (31) is matched with the wall frame A (16);
during installation, the edge sealing wall module (7) is inserted between the side wall module (5) and the middle wall module (6) or between the two middle wall modules (6); the wall frame B (31) is inserted into the wall frame A (16) and connected in a crimping manner;
the wall inner concrete A (11) is provided with a wall inner cavity A (12), and the wall inner cavity A (12) is filled with a cavity inner filler A (13); the wall inner cavity B (23) is arranged in the wall inner concrete B (22), and the wall inner cavity B (23) is filled with the cavity filling material B (24); the cavity filler is a fireproof heat-insulating material;
the light house further comprises a ground system, wherein the ground system comprises a light steel foundation beam (33) erected on a foundation (32) below a wall and a middle foundation beam (34), and an overhead floor (35) is paved on the light steel foundation beam (33);
the raised floor (35) comprises a bottom steel plate floor support plate (36), a high-strength gypsum prefabricated layer (38), a concrete cast-in-situ layer (39) and an epoxy resin ground layer (40) which are sequentially arranged from bottom to top;
a glass fiber rib truss (37) is arranged on a bottom steel plate floor support plate (36), and the glass fiber rib truss (37) is poured into a high-strength gypsum prefabricated layer (38).
2. The light house of claim 1, wherein: the side wall steel pipe column (8) is internally poured with the column internal concrete A (9), and the middle wall steel pipe column (19) is internally poured with the column internal concrete B (20).
3. The light house of claim 2, wherein: the wall internal concrete A (11), the wall internal concrete B (22), the column internal concrete A (9) and the column internal concrete B (20) are made of lightweight aggregate concrete, foam concrete or high-strength gypsum materials.
4. The light house of claim 1, wherein: insulation cotton (28) is filled between the profiled steel sheets (27) at two sides.
5. The light house of claim 1, wherein: the side wall skin (10) and the middle wall skin (21) are made of profiled steel plates, or flat steel plates with steel bar heads or welding nails, steel bar truss plates, welding angle steel, or T-shaped steel or channel steel stiffening rib steel plates.
6. A method of constructing a light house as claimed in any one of claims 1 to 5, characterized in that: the method comprises the following steps:
(1) The prefabricated side wall module (5), the middle wall module (6), the edge sealing wall module (7) and the superimposed sheet, wherein the wall inner cavity A (12) and the wall inner cavity B (23) are formed by arranging PVC (polyvinyl chloride) moulds in the walls after initial setting of poured concrete; the laminated slab comprises a bottom steel plate floor support plate (36), a glass fiber reinforced truss (37) and a high-strength gypsum prefabricated layer (38);
(2) Pouring a lower foundation (32) and an intermediate foundation beam (34) of a wall, installing a light steel foundation beam (33), welding a bottom steel plate building carrier plate (36) on the light steel foundation beam (33), pouring a concrete cast-in-situ layer (39) on the laminated slab, and after the concrete cast-in-situ layer is completely solidified, pouring an epoxy resin ground layer (40) on the surface layer;
(3) Installing the side wall module (5) and the middle wall module (6) on a wall lower foundation (32) through anchor bolts, then inserting the side wall sealing module (7), and connecting a wall frame B (31) with a wall frame A (16) through a crimping mode;
(4) Installing a roof system;
(5) And installing a gable (41).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210628242.XA CN115226652B (en) | 2022-06-06 | 2022-06-06 | Light house for poultry cultivation and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210628242.XA CN115226652B (en) | 2022-06-06 | 2022-06-06 | Light house for poultry cultivation and construction method thereof |
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| Publication Number | Publication Date |
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| CN115226652A CN115226652A (en) | 2022-10-25 |
| CN115226652B true CN115226652B (en) | 2023-08-22 |
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| CN202210628242.XA Active CN115226652B (en) | 2022-06-06 | 2022-06-06 | Light house for poultry cultivation and construction method thereof |
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| RU92037U1 (en) * | 2009-12-11 | 2010-03-10 | Дмитрий Александрович Гайденко | QUICK BUILDING BUILDING |
| CN204531154U (en) * | 2015-01-09 | 2015-08-05 | 肖宁海 | Steel bar girder gypsum plank and novel floor support plate |
| CN205024948U (en) * | 2015-09-01 | 2016-02-10 | 肖宁海 | Make gypsum board of stiffening rib with indulging transverse reinforcement truss |
| CN107396836A (en) * | 2017-08-24 | 2017-11-28 | 广东精宏建设有限公司 | A kind of full assembled pig house |
| CN207582724U (en) * | 2017-12-04 | 2018-07-06 | 诺弗斯绝热材料有限公司 | A kind of high-strength light heat-preserving wall |
| CN208501974U (en) * | 2018-05-22 | 2019-02-15 | 北京金翼东日科技发展有限公司 | A kind of foam concrete light steel-framed composite wall with rectangular steel tube connector |
| CN208586938U (en) * | 2018-06-29 | 2019-03-08 | 河北晶通建筑科技股份有限公司 | Light steel frame EPS modular house |
| CN109329079A (en) * | 2018-11-19 | 2019-02-15 | 郑州大智农牧科技有限公司 | A kind of modularization thermal insulation energy conservation pig house building system |
| CN209568594U (en) * | 2018-12-12 | 2019-11-01 | 中建二局安装工程有限公司 | A kind of assembling type steel structure floor ceiling |
| CN112832414A (en) * | 2020-12-31 | 2021-05-25 | 江苏科技大学 | Cold-formed thin-wall section steel embedded block combined shear wall and installation method |
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