CN202031196U - Anti-seismic building structure - Google Patents
Anti-seismic building structure Download PDFInfo
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- CN202031196U CN202031196U CN2011201271002U CN201120127100U CN202031196U CN 202031196 U CN202031196 U CN 202031196U CN 2011201271002 U CN2011201271002 U CN 2011201271002U CN 201120127100 U CN201120127100 U CN 201120127100U CN 202031196 U CN202031196 U CN 202031196U
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- ground
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Abstract
The utility model discloses an anti-seismic building structure, which comprises a foundation, a foundation bed and a building body, wherein the foundation bed and the foundation are provided with a split type structure; the foundation bed and the building body form an integrated type structure through pouring; a plurality of dampers are arranged between the foundation bed and the foundation; the upper ends of the dampers are connected with the foundation bed; and the lower ends of the dampers are connected with the foundation. When an earthquake occurs and the building is caused to shake left and right or up and down, an effective damping effect can be achieved in the shaking direction of the building through the dampers; and in addition, through the split type tumbler-like swinging structure, the stress release of the building is also facilitated, the destructive power brought by the earthquake is absorbed and buffered, and thereby the building body is avoided from being toppled and damaged.
Description
Technical field
The utility model relates to earthquake proof construction, more particularly, relates to a kind of building to withstand earthquake structure.
Background technology
As everyone knows, earthquake is that inevitably its harm that brings is huge, and is particularly for the destruction of building, fairly obvious.And at present, the main antidetonation mode of building is to adopt frame construction, frame structure and reinforced concrete shear wall structure.Above-mentioned three's anti seismic efficiency increases progressively successively, but for big grade earthquake, its anti seismic efficiency is still very limited, particularly is in the house on the earthquake zone, is difficult to avoid collapsing breaking-up especially.And if run into longitudinal wave earthquake, it shows as vertical tremor, and its destructive power is bigger, and present earthquake proof construction all is difficult to effectively avoid impaired and collapse.
In order to reduce the destruction of earthquake, be badly in need of a kind of new building to withstand earthquake structure of research, in order to the anti-seismic problem of thorough solution building to building.
The utility model content
At the above-mentioned shortcoming that exists in the prior art, the purpose of this utility model provides a kind of building to withstand earthquake structure, can avoid toppling over breaking-up because of earthquake.
For achieving the above object, the utility model adopts following technical scheme:
This building to withstand earthquake structure comprises ground, pedestal and architecture noumenon, it between described pedestal and the ground split-type structural, be integral the formula structure by building between pedestal and the architecture noumenon, and between pedestal and ground, be provided with several dampers, the damper upper end links to each other with pedestal, and the lower end links to each other with ground.
Be provided with the hemispherical concave surface in the middle of the described ground top, be provided with the hemispherical convex surface suitable with concave surface in the middle of the base bottom, and be located in the concave surface, pad is provided with supple buffer layer between ground concave surface and the pedestal convex surface.
Described supple buffer layer is the engineering plastic material.
Described damper is connected at respectively around the ground concave surface, and links to each other all around with the pedestal convex surface.
Described damper is a damping spring, and two ends are cast in respectively in ground and the pedestal.
In technique scheme, building to withstand earthquake structure of the present utility model comprises ground, pedestal and architecture noumenon, it between described pedestal and the ground split-type structural, be integral the formula structure by building between pedestal and the architecture noumenon, and between pedestal and ground, be provided with several dampers, the damper upper end links to each other with pedestal, and the lower end links to each other with ground.Cause about building when earthquake takes place or during vertical tremor, can on the vibrations direction of building, play the effective damping effect by damper, and by swinging structure split type, similar tumbler, also help the stress release of building, absorb and cushion the destructive power of earthquake zone, it is impaired to avoid architecture noumenon to topple over.
Description of drawings
Fig. 1 is the schematic diagram of building to withstand earthquake structure of the present utility model;
Fig. 2 is the enlarged drawing of pedestal of the present utility model and ground.
The specific embodiment
Further specify the technical solution of the utility model below in conjunction with drawings and Examples.
See also Fig. 1, shown in Figure 2, this building to withstand earthquake structure of the present utility model comprises ground 1, pedestal 2 and architecture noumenon 3, be provided with hemispherical concave surface 11 in the middle of described ground 1 top, pedestal 2 is split type with ground 1, be provided with the hemispherical convex surface 21 suitable in the middle of pedestal 2 bottoms, and be located in the concave surface 11 with concave surface 11; Architecture noumenon 3 bottoms and pedestal 2 upper pouring are integral.Adopt the earthquake proof construction of this structure, the center of gravity of whole architecture noumenon 3 and pedestal 2 is in the hemispherical convex surface 21 of pedestal 2, when earthquake takes place, can in the concave surface 11 of ground 1, swing and can not fall down as similar tumbler, and because pedestal 2 is split type with ground 1, can be good at discharging dispersive stress, avoid the destructive power of earthquake to be uploaded to architecture noumenon 3, cause architecture noumenon 3 impaired.
Also pad is provided with a supple buffer layer 4 between described ground 1 concave surface 11 and 21 two rigid bodies of pedestal 2 convex surfaces.This supple buffer layer 4 is the engineering plastic material, has elasticity and toughness preferably.By this supple buffer layer 4, help absorbing and cushioning the destructive power of earthquake zone, avoid uploading of destructive power, effectively protected architecture noumenon 3 safety.Also be provided with several dampers 5 around described pedestal 2 convex surfaces 21 and between around ground 1 concave surface 11, this damper 5 can adopt have hard intensity, large scale, big flexible damping spring, and the two ends of spring are cast in respectively in ground and the pedestal.When architecture noumenon 3 swings in ground 1 concave surface 11 with pedestal 2 or vertical tremor takes place, extruding or stretching damper 5 around pedestal 2 convex surfaces 21, can better play the destructive power that absorbs and cushion earthquake zone, avoid building to topple over, thereby reduce the destruction of earthquake shock power the house.
Those of ordinary skill in the art will be appreciated that, above embodiment is used for illustrating the utility model, and be not to be used as qualification of the present utility model, as long as in connotation scope of the present utility model, all will drop in claims scope of the present utility model variation, the modification of the above embodiment.
Claims (5)
1. a building to withstand earthquake structure comprises ground, pedestal and architecture noumenon, it is characterized in that:
Be split-type structural between described pedestal and the ground, be integral the formula structure by building between pedestal and the architecture noumenon, and be provided with several dampers between pedestal and ground, the damper upper end links to each other with pedestal, and the lower end links to each other with ground.
2. building to withstand earthquake structure as claimed in claim 1 is characterized in that:
Be provided with the hemispherical concave surface in the middle of the described ground top, be provided with the hemispherical convex surface suitable with concave surface in the middle of the base bottom, and be located in the concave surface, pad is provided with supple buffer layer between ground concave surface and the pedestal convex surface.
3. building to withstand earthquake structure as claimed in claim 2 is characterized in that:
Described supple buffer layer is the engineering plastic material.
4. building to withstand earthquake structure as claimed in claim 1 is characterized in that:
Described damper is connected at respectively around the ground concave surface, and links to each other all around with the pedestal convex surface.
5. building to withstand earthquake structure as claimed in claim 4 is characterized in that:
Described damper is a damping spring, and two ends are cast in respectively in ground and the pedestal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201271002U CN202031196U (en) | 2011-04-27 | 2011-04-27 | Anti-seismic building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201271002U CN202031196U (en) | 2011-04-27 | 2011-04-27 | Anti-seismic building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202031196U true CN202031196U (en) | 2011-11-09 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201271002U Expired - Fee Related CN202031196U (en) | 2011-04-27 | 2011-04-27 | Anti-seismic building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202031196U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104278701A (en) * | 2014-07-18 | 2015-01-14 | 杨文周 | Earthquake-resistant building |
| CN104652641A (en) * | 2015-01-24 | 2015-05-27 | 南阳理工学院 | Anti-seismic low-carbon building structure |
| CN107740504A (en) * | 2017-10-10 | 2018-02-27 | 王恒希 | A kind of novel earthquake-proof structure of light house |
| CN108005246A (en) * | 2017-11-25 | 2018-05-08 | 深圳市山月园园艺有限公司 | A kind of vibration prevention system in artificial tree room |
| CN108457516A (en) * | 2018-05-25 | 2018-08-28 | 辽宁工业大学 | Six cylindrical rubber sliding pendulum damping base Viscous fluid dampers |
| CN112761404A (en) * | 2020-12-29 | 2021-05-07 | 大连海洋大学 | Shockproof communication tower |
| CN113882734A (en) * | 2021-09-23 | 2022-01-04 | 宁波市天马生态建设有限公司 | Anti-seismic house structure |
| CN114763686A (en) * | 2021-01-13 | 2022-07-19 | 新疆北新路桥集团股份有限公司 | Highway construction method |
-
2011
- 2011-04-27 CN CN2011201271002U patent/CN202031196U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104278701A (en) * | 2014-07-18 | 2015-01-14 | 杨文周 | Earthquake-resistant building |
| CN104652641A (en) * | 2015-01-24 | 2015-05-27 | 南阳理工学院 | Anti-seismic low-carbon building structure |
| CN107740504A (en) * | 2017-10-10 | 2018-02-27 | 王恒希 | A kind of novel earthquake-proof structure of light house |
| CN107740504B (en) * | 2017-10-10 | 2019-05-31 | 王恒希 | A kind of anti-seismic structure of light house |
| CN108005246A (en) * | 2017-11-25 | 2018-05-08 | 深圳市山月园园艺有限公司 | A kind of vibration prevention system in artificial tree room |
| CN108005246B (en) * | 2017-11-25 | 2020-10-20 | 深圳市山月园园艺有限公司 | Anti-seismic system of simulation tree house |
| CN108457516A (en) * | 2018-05-25 | 2018-08-28 | 辽宁工业大学 | Six cylindrical rubber sliding pendulum damping base Viscous fluid dampers |
| CN108457516B (en) * | 2018-05-25 | 2024-01-23 | 辽宁工业大学 | Six-cylinder rubber sliding pendulum damping base viscous damper |
| CN112761404A (en) * | 2020-12-29 | 2021-05-07 | 大连海洋大学 | Shockproof communication tower |
| CN114763686A (en) * | 2021-01-13 | 2022-07-19 | 新疆北新路桥集团股份有限公司 | Highway construction method |
| CN113882734A (en) * | 2021-09-23 | 2022-01-04 | 宁波市天马生态建设有限公司 | Anti-seismic house structure |
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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: 20111109 Termination date: 20190427 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |