CN203546937U - Earthquake-proof support seat - Google Patents
Earthquake-proof support seat Download PDFInfo
- Publication number
- CN203546937U CN203546937U CN201320637585.9U CN201320637585U CN203546937U CN 203546937 U CN203546937 U CN 203546937U CN 201320637585 U CN201320637585 U CN 201320637585U CN 203546937 U CN203546937 U CN 203546937U
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- CN
- China
- Prior art keywords
- slide rail
- support seat
- earthquake
- plate
- support plate
- 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.)
- Expired - Fee Related
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The utility model discloses an earthquake-proof support seat, which mainly comprises a first slide rail, a second slide rail, rubber cushions, and a support seat plate, wherein each of the first slide rail and the second slide rail consist of two parallel metal slide rails, the first slide rail is vertical to the second slide rail, the support seat plate is a square thick steel plate, the upper part of the stele plate is welded with four bolts, the lower part of the steel plate is provided with two slide rail grooves, the rubber cushions are arranged between the support seat plate and a building concrete foundation, the steel column and the support seat plate are fixedly connected when a house is built, the support seat plate is connected with the second slide rail through a slide groove, the support plate can move along the second slide rail, the second slide rail is connected with the first slide rail, and the second slide rail can move along the first slide rail. The earthquake-proof support seat has the advantage that under the action of horizontal load of earthquake, the earthquake energy is dissipated through the elasticity of the rubber cushions, and the earth energy being transferred to the building is reduced through the first slide rail and the second slide rail, so the good earthquake-proof performance is realized.
Description
Technical field
The utility model relates to a kind of aseismatic bearing, especially a kind of earthquake energy aseismatic bearing.
Background technology
At present aseismatic bearing complex structure on the market, is unfavorable for the production and processing of antishock device, meanwhile, due to the connector of linkage very many, to such an extent as to the ability of supporting earthquake-resistant horizontal loading of aseismatic bearing.Meanwhile, current aseismatic bearing on the market realize reduce the earth send the energy of building to and realize occur aspect the consumption of seismic energy a lot of not enough.Therefore, these devices are arranged on the basic component in house, have very large safety and function problem.
Utility model content
The utility model is the weak point existing in above-mentioned prior art for avoiding, and a kind of aseismatic bearing is provided, and especially a kind of minimizing earth of realizing sends the energy of building to and realizes the aseismatic bearing of the consumption of seismic energy.
The utility model be technical solution problem by the following technical solutions.
A kind of aseismatic bearing, its design feature is mainly the first slide rail, the second slide rail, rubber pad, support plate, to consist of; The first described slide rail is respectively that the parallel metal sliding rail of twice forms with the second slide rail, the first slide rail and the vertical setting mutually of the second slide rail; Described support plate is square steel plate, is welded with four bolts above steel plate, is provided with twice sliding-rail groove below steel plate; During house building, steel column and support plate are connected.
Multi-purpose bed design feature of the present utility model is also:
Described support plate is connected with the second slide rail by chute, and support plate can move along the second slide rail direction; The second slide rail and
One slide rail connects, and the second slide rail can move along the first slide rail direction.
Described rubber pad is arranged between support plate and building concrete basis.
Compared with the prior art, the utility model beneficial effect is embodied in:
A kind of aseismatic bearing of the present utility model, under the horizontal loads of earthquake, is realized the consumption of seismic energy by the elasticity of rubber pad, and by the second slide rail and the first slide rail minimizing earth, sends the energy of building to, has good anti-seismic performance.
Accompanying drawing explanation
Fig. 1 is the structural representation of the aseismatic bearing of the embodiment of the utility model patent.
Fig. 2 is the structural representation of the support plate of the embodiment of the utility model patent.
Fig. 3 is the structural representation of the first slide rail, the second slide rail and the rubber pad of the embodiment of the utility model patent.
Below pass through the specific embodiment, and the utility model is described in further detail by reference to the accompanying drawings.
The specific embodiment
Referring to Fig. 1～Fig. 3, a kind of aseismatic bearing, is mainly comprised of the first slide rail (1), the second slide rail (2), rubber pad (3), support plate (4); Described the first slide rail (1) is respectively that the parallel metal sliding rail of twice forms with the second slide rail (2), the first slide rail (1) and the second slide rail (2) vertical setting mutually; Described support plate is square steel plate, is welded with four bolts (5) above steel plate, is provided with twice sliding-rail groove below steel plate; During house building, steel column and support plate (4) are connected.
Described support plate is connected with the second slide rail (2) by chute, and support plate can move along the second slide rail (2) direction; The second slide rail (2) is connected with the first slide rail (1), and the second slide rail (2) can move along the first slide rail (2) direction.
Described rubber pad is arranged between support plate and building concrete basis.
When occurring during earthquake, because ground produces horizontal movement, due to the effect of the first slide rail and the second slide rail, thereby will there is relative displacement in both, thereby reduce the effect of building horizontal movement, reduce the earth to building incompetent input.Meanwhile, under the flexible effect of rubber pad, realize the consumption of the energy of seismic load, guarantee the safety of building.
A kind of aseismatic bearing of the present utility model, under the horizontal loads of earthquake, is realized the consumption of seismic energy by the elasticity of rubber pad, and by the second slide rail and the first slide rail minimizing earth, sends the energy of building to, has good anti-seismic performance.
Claims (3)
1. an aseismatic bearing, is characterized in that, mainly the first slide rail (1), the second slide rail (2), rubber pad (3), support plate (4), consists of; Described the first slide rail (1) is respectively that the parallel metal sliding rail of twice forms with the second slide rail (2), the first slide rail (1) and the second slide rail (2) vertical setting mutually; Described support plate is square steel plate, is welded with four bolts (5) above steel plate, is provided with twice sliding-rail groove below steel plate; During house building, steel column and support plate (4) are connected.
2. aseismatic bearing according to claim 1, is characterized in that, support plate (4) is connected with the second slide rail (2) by sliding-rail groove, and support plate can move along the second slide rail (2) direction; The second slide rail (2) is connected with the first slide rail (1), and the second slide rail (2) can move along the first slide rail (2) direction.
3. aseismatic bearing according to claim 1, is characterized in that, rubber pad (3) is arranged between support plate and building concrete basis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320637585.9U CN203546937U (en) | 2013-10-16 | 2013-10-16 | Earthquake-proof support seat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320637585.9U CN203546937U (en) | 2013-10-16 | 2013-10-16 | Earthquake-proof support seat |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203546937U true CN203546937U (en) | 2014-04-16 |
Family
ID=50465072
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320637585.9U Expired - Fee Related CN203546937U (en) | 2013-10-16 | 2013-10-16 | Earthquake-proof support seat |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203546937U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111908947A (en) * | 2020-08-07 | 2020-11-10 | 河海大学 | Damping bridge support and preparation method thereof |
| CN112982711A (en) * | 2021-03-04 | 2021-06-18 | 上海市建筑科学研究院有限公司 | Three-dimensional shock insulation/vibration isolation support |
-
2013
- 2013-10-16 CN CN201320637585.9U patent/CN203546937U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111908947A (en) * | 2020-08-07 | 2020-11-10 | 河海大学 | Damping bridge support and preparation method thereof |
| CN112982711A (en) * | 2021-03-04 | 2021-06-18 | 上海市建筑科学研究院有限公司 | Three-dimensional shock insulation/vibration isolation support |
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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: 20140416 Termination date: 20141016 |
|
| EXPY | Termination of patent right or utility model |