CN220598826U - Assembled steel plate hollow shear wall - Google Patents
Assembled steel plate hollow shear wall Download PDFInfo
- Publication number
- CN220598826U CN220598826U CN202322199310.8U CN202322199310U CN220598826U CN 220598826 U CN220598826 U CN 220598826U CN 202322199310 U CN202322199310 U CN 202322199310U CN 220598826 U CN220598826 U CN 220598826U
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- Prior art keywords
- super
- steel plate
- shaped steel
- wall body
- wall
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 75
- 239000010959 steel Substances 0.000 title claims abstract description 75
- 239000004567 concrete Substances 0.000 claims abstract description 45
- 238000009434 installation Methods 0.000 abstract description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract description 3
- 239000010410 layer Substances 0.000 abstract 1
- 239000002344 surface layer Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 5
- 238000009415 formwork Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses an assembled steel plate hollow shear wall which comprises super-tough concrete plates, W-shaped steel plates, square steel pipes, countersunk connecting rivets and concrete, wherein the super-tough concrete plates are arranged on the outer side of a wall body, the W-shaped steel plates with transverse holes are inserted in the middle of the wall body, the super-tough concrete plates and the W-shaped steel plates are fixedly connected through the countersunk connecting rivets, and the square steel pipes are inserted into the ends of the wall body. The shear wall has the advantages that super-tough concrete plates are wrapped, the material characteristics are fully utilized, the tensile strength of the surface layer of the wall body is improved, the weight of prefabricated components is reduced, the components are convenient to transport and install, and the engineering cost is reduced; the W-shaped steel plates and the end reinforcing steel pipes improve the bearing capacity of the wall body, and are in lap joint connection with the upper and lower layers of wall bodies by using section steel, so that grouting sleeve connection is not needed, and the installation efficiency is improved.
Description
Technical Field
The utility model relates to the field of civil engineering fabricated buildings, in particular to an assembled steel plate hollow shear wall.
Background
The building patterns of construction projects and the development of the construction industry are moving faster under increasingly stringent resource and environmental conditions. The important impetus for the green development concept practiced by the assembled building as the building field becomes a research hotspot worldwide. In the aspect of the assembled shear wall, the pure steel plate shear wall has good ductility, but has low bearing capacity and small side force rigidity resistance, and specifically comprises the following components: 1. the common precast reinforced concrete shear wall has large self weight, the pure steel plate shear wall has low bearing capacity and small lateral force resistance rigidity; 2. the traditional formwork construction technology has low utilization rate and low construction efficiency, so that the assembled steel plate hollow shear wall is provided, the advantages of two materials of concrete and steel plates are fully exerted on the steel plate hollow shear wall, and the prefabricated shear wall has good bearing capacity and rigidity under the condition of greatly reducing the dead weight.
Disclosure of Invention
The utility model aims at overcoming the defects of the prior art, and provides an assembled steel plate hollow shear wall for solving the problems of the prior art.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides an assembled steel sheet hollow shear force wall, includes super tough concrete slab, W shaped steel board, square steel pipe, countersunk head connecting rivet and concrete, super tough concrete slab sets up on the outside of wall body, the middle W shaped steel board of having inserted horizontal trompil of wall body, super tough concrete slab passes through countersunk head connecting rivet with W shaped steel board and fixedly links to each other, square steel pipe is inserted to the end of wall body.
As a preferable technical scheme of the utility model, the space between the W-shaped steel plate and the super-tough concrete slab is poured with concrete, and the concrete is connected into a whole through the transverse holes on the W-shaped steel plate.
As a preferable technical scheme of the utility model, the square steel pipe is fixedly connected with the super-tough concrete slab through countersunk connecting rivets.
The beneficial effects of the utility model are as follows: the shear wall has the advantages that super-tough concrete plates are wrapped, the material characteristics are fully utilized, the tensile strength of the wall is improved, the dead weight of prefabricated parts is greatly reduced, the installation efficiency is improved, and the engineering cost is reduced; the W-shaped steel plates and the end reinforcing steel pipes improve the bearing capacity of the wall body, and are in lap joint connection with the upper and lower layers of wall bodies by using section steel, so that grouting sleeve connection is not needed, and the installation efficiency is improved.
The wall body is wrapped by the super-tough concrete plate, so that the tensile strength is improved, and the die is saved; the W-shaped steel plate and the end reinforcing steel pipe improve the bearing capacity of the wall body, and the upper layer and the lower layer are connected by adopting section steel lap joint without grouting sleeve connection.
Drawings
FIG. 1 is a schematic view of a steel plate hollow shear wall structure of the utility model;
FIG. 2 is a schematic cross-sectional view of a steel plate hollow shear wall according to the present utility model.
In the figure: super-tough concrete slab 1, W-shaped steel plate 2, square steel tube 3, countersunk head connecting rivet 4, concrete 5 and transverse opening 6.
Detailed Description
The preferred embodiments of the present utility model will be described in detail below with reference to the attached drawings so that the advantages and features of the present utility model can be more easily understood by those skilled in the art, thereby making clear and defining the scope of the present utility model.
Examples: referring to fig. 1-2, the present utility model provides a technical solution: the utility model provides an assembled steel sheet hollow shear force wall, includes super tough concrete slab 1, W shaped steel board 2, square steel pipe 3, countersunk head connecting rivet 4 and concrete 5, and super tough concrete slab 1 sets up on the outside of wall body, and the W shaped steel board 2 of horizontal trompil 6 has been inserted in the centre of wall body, and super tough concrete slab 1 links to each other through countersunk head connecting rivet 4 is fixed with W shaped steel board 2, and square steel pipe 3 has been inserted to the end of wall body.
The space between the W-shaped steel plate 2 and the super-tough concrete slab 1 is poured with concrete 5 at the construction site, and the concrete 5 is connected into a whole through the transverse holes on the W-shaped steel plate 2.
The square steel pipe 3 is fixedly connected with the super-tough concrete slab 1 through a countersunk head connecting rivet 4.
Working principle: the hollow shear wall of assembled steel plate, including super-tough concrete slab 1, W-shaped steel plate 2, square steel tube 3, countersunk head connecting rivet 4, concrete 5, horizontal trompil 6, the outer layer wraps up the super-tough concrete slab 1, insert the W-shaped steel plate 2 of horizontal trompil in the middle of the wall, super-tough concrete slab 1 is connected with W-shaped steel plate 2 with countersunk head connecting rivet 4; the end head of the wall body is inserted into a square steel pipe to be used as an edge component, so that the stress performance is improved; pouring concrete after the components are installed, and connecting the components into a whole through the hollow holes on the W-shaped steel plate 2; the steel plate hollow shear wall has the advantages that super-tough concrete plates are adopted, so that the tensile strength of the wall is improved, the surface of the wall is not easy to crack, the function of a template can be replaced, and the engineering cost is saved; the W-shaped steel plate improves the ductility of the wall body, can be lapped according to the length of the wall body, has strong adjustability and is convenient to construct; holes on the steel plate are convenient for pouring concrete, so that the holes are connected into a whole, steel bars are convenient to insert, and the installation efficiency is improved; the square steel pipe at the end further improves the bearing capacity of the wall body, and the ductility and the energy consumption capacity are enhanced.
The super-tough concrete slab 1 is adopted, so that the super-tough concrete slab can be used as a formwork, is convenient to construct, can improve the tensile strength of the surface of a wall body, fixes the square steel pipe 3 and the W-shaped steel plate 2, and improves the bearing capacity and the ductility of the shear wall; the W-shaped steel plates 2 are inserted between the super-tough concrete plates 1 and connected by the countersunk connecting rivets 4, the W-shaped steel plates 2 are overlapped according to the length of the wall, and the ends of the W-shaped steel plates are overlapped with the square steel pipes 3; the W-shaped steel plate 2 is transversely perforated, so that the steel bars can be mutually communicated through the concrete poured after passing through the steel bars, the installation is convenient, and the integrity of the wall body is improved.
The foregoing examples illustrate only a few embodiments of the utility model, which are described in detail and are not to be construed as limiting the scope of the utility model. It should be noted that it will be apparent to those skilled in the art that several variations and modifications can be made without departing from the spirit of the utility model, which are all within the scope of the utility model.
Claims (3)
1. The utility model provides an assembled steel sheet hollow shear force wall, includes super tough concrete slab (1), W shaped steel board (2), square steel pipe (3), countersunk head connecting rivet (4) and concrete (5), its characterized in that: the super-tough concrete slab (1) is arranged on the outer side of a wall body, a W-shaped steel plate (2) with a transverse opening (6) is inserted in the middle of the wall body, the super-tough concrete slab (1) and the W-shaped steel plate (2) are fixedly connected through countersunk connecting rivets (4), and square steel pipes (3) are inserted into the end heads of the wall body.
2. The fabricated steel plate hollow shear wall of claim 1, wherein: the space between the W-shaped steel plate (2) and the super-tough concrete slab (1) is poured with concrete (5), and the concrete (5) is connected into a whole through a transverse opening on the W-shaped steel plate (2).
3. The fabricated steel plate hollow shear wall of claim 1, wherein: the square steel pipe (3) is fixedly connected with the super-tough concrete slab (1) through countersunk head connecting rivets (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322199310.8U CN220598826U (en) | 2023-08-15 | 2023-08-15 | Assembled steel plate hollow shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322199310.8U CN220598826U (en) | 2023-08-15 | 2023-08-15 | Assembled steel plate hollow shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220598826U true CN220598826U (en) | 2024-03-15 |
Family
ID=90179265
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322199310.8U Active CN220598826U (en) | 2023-08-15 | 2023-08-15 | Assembled steel plate hollow shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220598826U (en) |
-
2023
- 2023-08-15 CN CN202322199310.8U patent/CN220598826U/en active Active
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