CN203684455U - Anti-seismic shear wall - Google Patents
Anti-seismic shear wall Download PDFInfo
- Publication number
- CN203684455U CN203684455U CN201420057772.4U CN201420057772U CN203684455U CN 203684455 U CN203684455 U CN 203684455U CN 201420057772 U CN201420057772 U CN 201420057772U CN 203684455 U CN203684455 U CN 203684455U
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- edge
- shear wall
- steel board
- seismic
- steel plate
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Abstract
The utility model relates to an anti-seismic shear wall. The anti-seismic shear wall comprises edge components, an anti-seismic device and a wave steel board, wherein the edge components are the edge columns and the edge beams; the anti-seismic device is composed of a damper and supporting components; the anti-seismic device is arranged inside the shear wall; the wave steel board and the edge columns are welded; the wave steel board and the edge beams are welded; the wave steel board is made of low-yield-point and high-ductility rolled steel or high-intensity and high-ductility rolled steel and is formed by rolling an ordinary flat steel board through specific equipment; the wave steel board is vertically arranged, namely the wavy line edges of the steel board are arranged horizontally and are connected with the edge beams, and when vertical force is applied to the vertically arranged wave steel board, the vertical force resistance much higher than that of the ordinary flat steel board can be provided. The anti-seismic shear wall is simple in structure, low in cost and firm as the anti-seismic device is arranged inside the shear wall; when the earthquake occurs, the shear wall can play a role in buffering damage caused by the earthquake, disasters brought by the earthquake are relieved, and the anti-seismic capacity is high.
Description
Technical field
The utility model relates to a kind of earthquake resistant structure, relates in particular to a kind of seismic shear wall.
Background technology
Along with the development of human society, the growth of population, the building that the mankind build is more and more, in order to save soil, many high buildings and large mansions have all been built in each metropolis at home, a large amount of population and material wealth have been assembled in these the insides, mansion, so the safety in building becomes an important problem, and a wherein quakeproof and quake-resistant performance important indicator especially.Once generation earthquake disaster, surface buildings will be destroyed, particularly highrise building.And at present building trade does not also have a kind ofly can effectively prevent that earthquake from bringing the seismic shear wall structure of harm.
Summary of the invention
For the problems referred to above, the utility model aims to provide a kind of simple in structure, with low cost, seismic shear wall structure that shock resistance is strong.
The technical scheme that the utility model solves and technical problem adopts is:
A kind of seismic shear wall, comprises edge member, antishock device and Wavy steel plate (1), it is characterized in that: described edge member is respectively edge posts (4) and edge girder (5); Described antishock device is made up of damper (2) and supporting member (3), and antishock device is arranged on shear wall inside; Described Wavy steel plate (1) and edge posts (4) are by being welded to connect, described Wavy steel plate (1) and edge girder (5) are by being welded to connect, Wavy steel plate (1) adopts the high ductility steel of low-yield or the high ductility steel of high strength, pass through specific equipment rolling and forming by common plain plate, Wavy steel plate (1) is vertically placed, be that the wave edge of steel plate is along level to placement, be connected with edge girder (5), the vertical Wavy steel plate (1) of placing is done the used time bearing vertical force, and the anti-vertical force effect more much bigger than general common plain plate can be provided.
Seismic shear wall of the present utility model, owing to being provided with antishock device in shear wall inside, it is simple in structure, with low cost and firm; It arranges can be in the time that earthquake be attacked, and the effect of buffering is played in the injury that earthquake is caused, and alleviates the disaster that earthquake brings, and shock resistance is strong.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the decomposing schematic representation of the each assembly of the utility model.
In Fig. 1 and Fig. 2: 1. Wavy steel plate, 2. damper, 3. supporting member, 4. edge posts, 5. edge girder.
The specific embodiment
Referring to accompanying drawing 1,2, a kind of seismic shear wall, comprises edge member, antishock device and Wavy steel plate (1), it is characterized in that: described edge member is respectively edge posts (4) and edge girder (5); Described antishock device is made up of damper (2) and supporting member (3), and antishock device is arranged on shear wall inside; Described Wavy steel plate (1) and edge posts (4) are by being welded to connect, described Wavy steel plate (1) and edge girder (5) are by being welded to connect, Wavy steel plate (1) adopts the high ductility steel of low-yield or the high ductility steel of high strength, pass through specific equipment rolling and forming by common plain plate, Wavy steel plate (1) is vertically placed, be that the wave edge of steel plate is along level to placement, be connected with edge girder (5), the vertical Wavy steel plate (1) of placing is done the used time bearing vertical force, and the anti-vertical force effect more much bigger than general common plain plate can be provided.
Claims (1)
1. a seismic shear wall, comprises edge member, antishock device and Wavy steel plate (1), it is characterized in that: described edge member is respectively edge posts (4) and edge girder (5); Described antishock device is made up of damper (2) and supporting member (3), and antishock device is arranged on shear wall inside; Described Wavy steel plate (1) and edge posts (4) are by being welded to connect, described Wavy steel plate (1) and edge girder (5) are by being welded to connect, Wavy steel plate (1) adopts the high ductility steel of low-yield or the high ductility steel of high strength, pass through specific equipment rolling and forming by common plain plate, Wavy steel plate (1) is vertically placed, be that the wave edge of steel plate is along level to placement, be connected with edge girder (5), the vertical Wavy steel plate (1) of placing is done the used time bearing vertical force, and the anti-vertical force effect more much bigger than general common plain plate can be provided.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420057772.4U CN203684455U (en) | 2014-02-02 | 2014-02-02 | Anti-seismic shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420057772.4U CN203684455U (en) | 2014-02-02 | 2014-02-02 | Anti-seismic shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203684455U true CN203684455U (en) | 2014-07-02 |
Family
ID=51006378
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420057772.4U Expired - Fee Related CN203684455U (en) | 2014-02-02 | 2014-02-02 | Anti-seismic shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203684455U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563331A (en) * | 2014-12-26 | 2015-04-29 | 广州大学 | Load-bearing self-centering stiffened corrugated steel damping wall |
| CN108442554A (en) * | 2018-04-28 | 2018-08-24 | 郑州大学 | One kind can restore magnetorheological fluid shearing damp device energy-consuming shear wall |
| CN108661207A (en) * | 2018-04-28 | 2018-10-16 | 郑州大学 | It can restore energy-consuming shear wall method of construction and its shear wall of construction |
| WO2019205336A1 (en) * | 2018-04-28 | 2019-10-31 | 郑州大学 | Energy-dissipating reinforced concrete shear wall having recovery function and construction method therefor |
| CN110499846A (en) * | 2019-09-02 | 2019-11-26 | 中国五冶集团有限公司 | Combined type shear wall and damping wall construction |
| CN115012554A (en) * | 2022-06-23 | 2022-09-06 | 江苏科技大学 | Novel multi-layer cold-bending thin-wall type steel structure system and assembling method |
-
2014
- 2014-02-02 CN CN201420057772.4U patent/CN203684455U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563331A (en) * | 2014-12-26 | 2015-04-29 | 广州大学 | Load-bearing self-centering stiffened corrugated steel damping wall |
| CN104563331B (en) * | 2014-12-26 | 2016-10-05 | 广州大学 | A kind of can the Self-resetting of load-bearing put more energy into corrugated steel damping wall |
| CN108442554A (en) * | 2018-04-28 | 2018-08-24 | 郑州大学 | One kind can restore magnetorheological fluid shearing damp device energy-consuming shear wall |
| CN108661207A (en) * | 2018-04-28 | 2018-10-16 | 郑州大学 | It can restore energy-consuming shear wall method of construction and its shear wall of construction |
| WO2019205336A1 (en) * | 2018-04-28 | 2019-10-31 | 郑州大学 | Energy-dissipating reinforced concrete shear wall having recovery function and construction method therefor |
| CN110499846A (en) * | 2019-09-02 | 2019-11-26 | 中国五冶集团有限公司 | Combined type shear wall and damping wall construction |
| CN115012554A (en) * | 2022-06-23 | 2022-09-06 | 江苏科技大学 | Novel multi-layer cold-bending thin-wall type steel structure system and assembling method |
| CN115012554B (en) * | 2022-06-23 | 2023-08-22 | 江苏科技大学 | Multilayer cold-formed thin-wall steel structure system and assembly method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140702 Termination date: 20150202 |
|
| EXPY | Termination of patent right or utility model |