CN219710652U - Assembled steel plate shear wall - Google Patents
Assembled steel plate shear wall Download PDFInfo
- Publication number
- CN219710652U CN219710652U CN202321256023.XU CN202321256023U CN219710652U CN 219710652 U CN219710652 U CN 219710652U CN 202321256023 U CN202321256023 U CN 202321256023U CN 219710652 U CN219710652 U CN 219710652U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- shear wall
- fixed column
- steel sheet
- fixedly connected
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 117
- 239000010959 steel Substances 0.000 title claims abstract description 117
- 238000009434 installation Methods 0.000 abstract description 5
- 230000002708 enhancing effect Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 230000035939 shock Effects 0.000 description 3
- 230000001133 acceleration Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses an assembled steel plate shear wall, which relates to the technical field of shear walls and comprises a first steel plate, and is characterized in that the first steel plate is connected with a first fixing column in a sliding manner, a second clamping groove is formed in the inner surface of one side of the first fixing column, a second screw hole is formed in the outer surface of one side of the first fixing column, the first fixing column is fixedly connected with a third steel plate, a third screw hole is formed in the outer surface of the top end of the third steel plate, and a connecting block is fixedly connected with the outer surface of the top end of one side of the third steel plate. The assembled steel plate shear wall solves the problem that the shear wall is inconvenient for workers to transport and install due to overlarge volume, thereby facilitating the disassembly and the installation of the workers, improving the working efficiency, and enhancing the anti-seismic and windproof capabilities of the shear wall by optimizing the structure of the shear wall, so that the shear wall can be firmer.
Description
Technical Field
The utility model relates to the technical field of shear walls, in particular to an assembled steel plate shear wall.
Background
In the face of the acceleration of life footsteps, the continuous improvement of labor cost and how to reduce the expenditure of labor cost under the condition of improving efficiency have become a problem facing us. For the construction industry, building materials are also evolving towards prefabrication and assembly. The assembled building is a building in which all components required for building a certain building are prefabricated in a factory, the assembled components are transported to a construction site, and the components are spliced together by a crane in the construction site. The prefabricated building has the advantages of convenient transportation, high construction speed, low environmental requirement and the like because the components are prefabricated in factories and produced in a standardized way, and is widely applied abroad. At present, the method is also a great direction of development of the domestic building industry. Citation patent No.: CN201822250137.9.
The conventional fabricated steel plate shear wall is large in size generally, is inconvenient for workers to transport and assemble, influences the working efficiency of the workers, so that the conventional shear wall is convenient to detach and mount, the workers can conveniently detach and mount, the conventional shear wall is simple in structure and poor in shock resistance, wind resistance and other capacities, the service life is reduced, the cost is improved, and the conventional shear wall is capable of enhancing the shock resistance and wind resistance.
Disclosure of Invention
The present utility model has been made in view of the above-described problems occurring in the prior art.
Therefore, the utility model aims to provide the assembled steel plate shear wall, which solves the problem that the shear wall is inconvenient for workers to transport and install due to overlarge volume, thereby facilitating the disassembly and the installation of the workers, improving the working efficiency of the workers, and enhancing the anti-seismic and windproof capabilities of the shear wall by optimizing the structure of the shear wall, so that the shear wall can be firmer, the service life of the shear wall is prolonged, and the cost is saved.
In order to achieve the above object, the present utility model provides the following technical solutions:
the utility model provides an assembled steel sheet shear force wall, includes first steel sheet sliding connection first fixed column, second draw-in groove has been seted up to first fixed column one side internal surface, second screw hole has been seted up to first fixed column one side surface, first fixed column fixed connection third steel sheet, third screw hole has been seted up to third steel sheet top surface, third steel sheet one side top surface fixedly connected with connecting block, connecting block one end fixed connection second fixed column, second fixed column one side surface fixedly connected with second stopper, second fixed column sliding connection second steel sheet, second fixed column fixed connection fourth steel sheet.
Preferably, a first limiting block is fixedly connected to one side of the first steel plate, the first limiting block is slidably connected with the second steel plate, a first clamping groove is formed in the inner surface of one end of the second steel plate, and a first screw hole is formed in the top end of the first steel plate. Through the connection of first stopper and second draw-in groove, make first steel sheet and second whip be convenient for install and dismantle.
Preferably, the number of the second screw holes is a plurality of, the second screw holes are all located on one side outer surface of the first fixing column and one side outer surface of the second fixing column, and the second screw holes are symmetrically distributed in an up-down mode. The first fixing column, the second fixing column and the third steel plate are fixedly connected through the second screw holes, so that the whole frame can be kept stable.
Preferably, the number of the connecting blocks is two, and the two connecting blocks enable the first fixing columns and the second fixing columns to be fixedly connected to the third steel plate. The bearing capacity of the first fixing column and the second fixing column can be enhanced through the two connecting blocks.
Further, the number of the first limiting blocks and the number of the first clamping grooves are two, the two first limiting blocks are located on two sides of the first steel plate, the two first limiting blocks are symmetrical to each other, the two first clamping grooves are formed in the inner surfaces of the front end and the rear end of the second steel plate, and the first screw holes are fixedly connected with the third steel plate. Through the connected mode of first steel sheet and second steel sheet, make overall structure be the wave and distribute, increase the area of stress, strengthen antidetonation, prevent wind the ability.
Preferably, the number of the third screw holes is a plurality of, and the plurality of third screw holes are mutually aligned with the first screw holes. Through third screw hole and first screw hole, with third steel sheet and first steel sheet and second steel sheet top fixed connection, make the structure of first steel sheet and second steel sheet more stable.
In the technical scheme, the utility model has the technical effects and advantages that:
1. according to the utility model, the special connection mode between the first steel plate and the second steel plate enhances the bearing, anti-seismic and wind-resistant capacities of the first steel plate and the second steel plate.
2. According to the utility model, the first limiting block is in sliding connection with the first clamping groove, so that the first steel plate and the second steel plate are convenient to detach and mount, and the working efficiency is improved.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings required for the embodiments will be briefly described below, and it is apparent that the drawings in the following description are only some embodiments described in the present utility model, and other drawings may be obtained according to these drawings for a person having ordinary skill in the art.
FIG. 1 is a schematic diagram of the positional relationship between a first steel plate and a second steel plate according to the present utility model;
FIG. 2 is a schematic view of the main body structures of a first steel plate and a second steel plate according to the present utility model;
FIG. 3 is a schematic diagram of the structure of the relationship between the first fixing post and the second slot according to the present utility model;
FIG. 4 is a schematic diagram of the position relationship between the second fixing post and the second limiting block according to the present utility model;
FIG. 5 is a schematic diagram of the positional relationship between the first fixing post and the third steel plate according to the present utility model;
fig. 6 is a schematic elevational cross-sectional view of the present utility model.
Reference numerals illustrate:
1. a first steel plate; 2. a first limiting block; 3. a first screw hole; 4. a second steel plate; 5. a first clamping groove; 6. a first fixing column; 7. a second clamping groove; 8. a second fixing column; 9. a second limiting block; 10. a third steel plate; 11. a fourth steel plate; 12. a connecting block; 13. a second screw hole; 14. and a third screw hole.
Detailed Description
In order to make the technical scheme of the present utility model better understood by those skilled in the art, the present utility model will be further described in detail with reference to the accompanying drawings.
Example 1
The embodiment of the utility model discloses an assembled steel plate shear wall.
The utility model provides an assembled steel plate shear wall as shown in fig. 1-6, which comprises a first steel plate 1, wherein the first steel plate 1 is in sliding connection with a first fixed column 6, a second clamping groove 7 is formed in the inner surface of one side of the first fixed column 6, a second screw hole 13 is formed in the outer surface of one side of the first fixed column 6, the first fixed column 6 is fixedly connected with a third steel plate 10, a third screw hole 14 is formed in the outer surface of the top end of the third steel plate 10, a connecting block 12 is fixedly connected with the outer surface of one side of the third steel plate 10, one end of the connecting block 12 is fixedly connected with a second fixed column 8, a second limiting block 9 is fixedly connected with the outer surface of one side of the second fixed column 8, the second fixed column 8 is in sliding connection with a second steel plate 4, and the second fixed column 8 is fixedly connected with a fourth steel plate 11. After the worker needs to remove the shear wall from the transport vechicle and install the place that needs to install the shear wall, the worker only needs to install first fixed column 6 and second fixed column 8 mutual symmetry, then take out a plurality of first steel sheet 1 and second steel sheet 4, select suitable quantity according to the shear wall length of needs installation, afterwards, a plurality of first steel sheet 1, second steel sheet 4 and third steel sheet 10 are fixed through the first screw hole 3 of its top and bottom, use two connecting blocks 12 simultaneously with third steel sheet 10 fixed connection in first fixed column 6, second fixed column 8.
In order to facilitate the installation between the first fixing post 6 and the second fixing post 8 and the third steel plate 10 and the fourth steel plate 11, as shown in fig. 1-6, the number of the second screw holes 13 is a plurality of, and the plurality of the second screw holes 13 are all located on the outer surfaces of one sides of the first fixing post 6 and the second fixing post 8 and are symmetrically distributed in pairs from top to bottom.
The first fixing column 6 and the second fixing column 8 are fixedly connected with the third steel plate 10 and the fourth steel plate 11 through a plurality of second screw holes 13, so that the disassembly and the installation are convenient.
Finally, in order to make the structure among the first fixing post 6, the second fixing post 8 and the third steel plate 10 more stable, as shown in fig. 1-6, the number of the connecting blocks 12 is two, and the two connecting blocks 12 make the first fixing post 6 and the second fixing post 8 fixedly connected to the third steel plate 10.
By the inclined structure, the stability of the structure between the first fixing column 6, the second fixing column 8 and the third steel plate 10 is enhanced.
Example two
The embodiment of the utility model discloses an assembled steel plate shear wall.
The utility model provides an assembled steel plate shear wall as shown in fig. 1-6, wherein one side of a first steel plate 1 is fixedly connected with a first limiting block 2, the first limiting block 2 is connected with a second steel plate 4 in a sliding manner, a first clamping groove 5 is formed in the inner surface of one end of the second steel plate 4, and a first screw hole 3 is formed in the top end of the first steel plate 1.
When the shear wall is installed by a worker, the first steel plate 1 and the second steel plate 4 are only required to be in sliding connection with the first clamping groove 5 through the first limiting block 2, and the special connection mode is adopted, so that the shear wall is in wave-shaped structural arrangement, the contact area with the third steel plate 10 is increased, and the stability, shock resistance and wind resistance are improved.
In order to increase the overall anti-seismic capacity of the shear wall, as shown in fig. 1-6, the number of the first limiting blocks 2 and the first clamping grooves 5 is two, the two first limiting blocks 2 are located on two sides of the first steel plate 1, the two first limiting blocks are symmetrical to each other, the two first clamping grooves 5 are formed in the inner surfaces of the front end and the rear end of the second steel plate 4, and the first screw holes 3 are fixedly connected with the third steel plate 10.
Because a plurality of first steel plates 1 and second steel plates 4 form a wavy structure through a special connection mode, the stress area of the wavy structure is increased, and the integral earthquake resistance, wind resistance and stable running of the shear wall are enhanced.
Finally, in order to fix the structure among the first steel plate 1, the second steel plate 4 and the third steel plate 10 and facilitate the disassembly and the assembly, as shown in fig. 1-6, the number of the third screw holes is a plurality.
After the first steel plate 1 and the second steel plate 4 are spliced, the first steel plate and the second steel plate are mutually fixed through a plurality of third screw holes 14 and the first screw holes 3, so that the structure of the first steel plate and the second steel plate can be fixed.
While certain exemplary embodiments of the present utility model have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that modifications may be made to the described embodiments in various different ways without departing from the spirit and scope of the utility model. Accordingly, the drawings and description are to be regarded as illustrative in nature and not as restrictive of the scope of the utility model, which is defined by the appended claims.
Claims (6)
1. The utility model provides an assembled steel sheet shear force wall, includes first steel sheet (1), its characterized in that, first steel sheet (1) sliding connection first fixed column (6), second draw-in groove (7) have been seted up to first fixed column (6) one side internal surface, second screw hole (13) have been seted up to first fixed column (6) one side surface, third steel sheet (10) of first fixed column (6) fixed connection, third screw hole (14) have been seted up to third steel sheet (10) top surface, third steel sheet (10) one side top surface fixedly connected with connecting block (12), connecting block (12) one end fixed connection second fixed column (8), second fixed column (8) one side surface fixedly connected with second stopper (9), second fixed column (8) sliding connection second steel sheet (4), second fixed column (8) fixed connection fourth steel sheet (11).
2. The assembled steel plate shear wall according to claim 1, wherein a first limiting block (2) is fixedly connected to one side of the first steel plate (1), the first limiting block (2) is slidably connected with a second steel plate (4), a first clamping groove (5) is formed in the inner surface of one end of the second steel plate (4), and a first screw hole (3) is formed in the top end of the first steel plate (1).
3. The fabricated steel plate shear wall according to claim 1, wherein the number of the second screw holes (13) is several, and the second screw holes (13) are located on one side outer surface of the first fixing column (6) and one side outer surface of the second fixing column (8) and are symmetrically distributed in pairs from top to bottom.
4. The fabricated steel plate shear wall according to claim 1, wherein the number of the connecting blocks (12) is two, and the two connecting blocks (12) are used for fixedly connecting the first fixing column (6) and the second fixing column (8) to the third steel plate (10).
5. The assembled steel plate shear wall according to claim 2, wherein the number of the first limiting blocks (2) and the number of the first clamping grooves (5) are two, the two first limiting blocks (2) are located on two sides of the first steel plate (1) and are symmetrical to each other, the two first clamping grooves (5) are formed in the inner surfaces of the front end and the rear end of the second steel plate (4), and the first screw holes (3) are fixedly connected with the third steel plate (10).
6. A fabricated steel plate shear wall according to claim 2, wherein the number of third screw holes (14) is several, and the number of third screw holes (14) are aligned with the first screw holes (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321256023.XU CN219710652U (en) | 2023-05-23 | 2023-05-23 | Assembled steel plate shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321256023.XU CN219710652U (en) | 2023-05-23 | 2023-05-23 | Assembled steel plate shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219710652U true CN219710652U (en) | 2023-09-19 |
Family
ID=88000319
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321256023.XU Active CN219710652U (en) | 2023-05-23 | 2023-05-23 | Assembled steel plate shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219710652U (en) |
-
2023
- 2023-05-23 CN CN202321256023.XU patent/CN219710652U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109695295B (en) | Column-beam assembly type integrated variable beam height node and construction method thereof | |
| CN109457840B (en) | Prefabricated assembled energy consumption shear wall-column horizontal connection structure and construction method thereof | |
| CN108867939B (en) | Buckling-restrained steel plate shear wall | |
| CN107514076B (en) | Bearing-free steel plate shear wall only subjected to shearing force | |
| CN219710652U (en) | Assembled steel plate shear wall | |
| CN219471198U (en) | Energy-consuming and shock-absorbing type assembled beam column connecting joint | |
| CN214833403U (en) | Steel pipe concrete special-shaped column connection node structure for building engineering | |
| CN213204489U (en) | Prefabricated building embedded component | |
| CN215948582U (en) | Assembled lateral constraint limited-slip steel plate shear wall | |
| CN216196889U (en) | Assembled steel structure frame and assembled steel structure house | |
| CN202492795U (en) | Bridge pier structure with square steel tube provided with stiffening ribs with openings and light steel fiber reinforced concrete | |
| CN110173058B (en) | Assembled composite two-stage energy dissipation damper | |
| CN114809324A (en) | Assembled steel wood integrated configuration | |
| CN210086509U (en) | Reinforcement type assembly building package cylinder | |
| CN210151950U (en) | Beam column joint for multi-story high-rise wood/bamboo frame structure | |
| CN216041877U (en) | Shockproof prefabricated part | |
| CN220225779U (en) | Assembled high-rise building shear wall | |
| CN112482589A (en) | Prefabricated externally-hung wallboard splicing piece of assembled that I shape steel sheet socket joint is fixed | |
| CN221236180U (en) | Load-bearing structure of assembled building element | |
| CN214993011U (en) | Detachable assembly type bridge pier bearing platform connecting structure | |
| CN220666507U (en) | Assembled building steel construction node | |
| CN219732334U (en) | Cold-formed thin-wall steel column node structure | |
| CN221298391U (en) | Assembled crossbeam | |
| CN213268463U (en) | Steel structure shear wall with end columns | |
| CN221399472U (en) | Quick-spliced prefabricated shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |