CN201176727Y - High architecture anti-seismic structure - Google Patents
High architecture anti-seismic structure Download PDFInfo
- Publication number
- CN201176727Y CN201176727Y CNU2008200340747U CN200820034074U CN201176727Y CN 201176727 Y CN201176727 Y CN 201176727Y CN U2008200340747 U CNU2008200340747 U CN U2008200340747U CN 200820034074 U CN200820034074 U CN 200820034074U CN 201176727 Y CN201176727 Y CN 201176727Y
- Authority
- CN
- China
- Prior art keywords
- base
- basin
- oil groove
- high building
- lager building
- 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 - Lifetime
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides an aseismic structure for a high building, comprising a bottom basin, wherein the occupied area of the bottom basin is larger than the periphery of the occupied area of the high building by 60 to 100 centimeters, and the basin bottom of the bottom basin is connected with concrete; the basin surface of the bottom basin is a plane; the basin surface is provided with a base, the upper surface and the lower surface of the base are parallel planes, the lower plane of the base is contacted with the basin surface, the contact surface is provided with a transverse oil groove and a longitudinal oil groove which are communicated with each other, and the periphery of the oil groove and the base in the basin are filled with lubricating oil; 20 to 400 compression springs are arranged between the outer lateral surface of the base and the inner lateral surface of the bottom basin, and an oil cover is arranged at the upper part of compression springs; and the high building is connected with the upper part of the base. When an earthquake happens, the shake of the high building overcome the elasticity of the compression spring so that the base and the bottom basin move mutually, thereby counteracting the shake of the earthquake and reducing or avoiding the collapse of the high building and the death rate of persons.
Description
Affiliated technical field
The utility model relates to the earthquake resistant structure of high-lager building.
Background technology
China is the country that earthquake disaster takes place frequently, and the prediction of earthquake is difficult to accurate location again, so earthquake is huge to the loss that the mankind bring.High-lager building seldom is provided with earthquake resistant structure, and when running into earthquake disaster, building can collapse by momentariness, and causes personnel's injures and deaths.
The utility model content
The purpose of this utility model is the earthquake resistant structure that high-lager building is provided in order to address the above problem, and when running into earthquake disaster, can reduce or avoid collapsing and personnel's injures and deaths of high-lager building.
The technical scheme that its technical problem that solves the utility model adopts is: the earthquake resistant structure of high-lager building, an end basin than big 60-100 centimetre of high-lager building floor space periphery is arranged, and be connected with concrete at the bottom of the basin of end basin.The pelvic surface of sacrum of end basin is the plane.Base is arranged on pelvic surface of sacrum, base top with below be parallel plane, the lower plane and the pelvic surface of sacrum of base contact, and the horizontal oil groove that is interconnected and vertical oil groove are arranged on its contact surface, in oil groove and the basin base around be full of lubrication oil.Between the medial surface of the lateral surface of base and end basin, 20-400 is housed and only compresses spring, and oil cap is housed above it.Connection high-lager building on base.When earthquake disaster took place, the moving elastic force that overcomes the compression spring of the Kuo of high-lager building made base and end basin produce mutual displacement, thereby has offset the vibrations of earthquake, reduced or avoided collapsing and personnel's injures and deaths of high-lager building.
Effective effect of the present utility model is, uses the earthquake resistant structure of high-lager building of the present utility model, when running into earthquake disaster, can reduce or avoid collapsing and personnel's injures and deaths of high-lager building.
Description of drawings
Figure is the structural representation of the earthquake resistant structure of high-lager building of the present utility model.1-concrete among the figure, basin at the bottom of the 2-, 3-lubrication oil, 4-compresses spring, 5-bolt, 6-oil cap, the horizontal oil groove of 7-, the vertical oil groove of 8-, 9-base.
The specific embodiment
To take up an area of 15 * 40 meters the earthquake resistant structure of high-lager building as embodiment of the present utility model, end basin (2) is peripheral bigger 65 centimetres than high-lager building floor space, is connected with concrete (1) at the bottom of the basin of end basin (2).The pelvic surface of sacrum of end basin (2) is the plane, thick 60 millimeters, makes with carbon steel.Base (9) is arranged on pelvic surface of sacrum, and thick 60 millimeters of base (9) is made with carbon steel.Base (9) top with below be parallel plane, the lower plane and the pelvic surface of sacrum of base (9) contact, and the horizontal oil groove (7) that is interconnected and vertical oil groove (8) are arranged, 5 millimeters of oil groove diameters on its contact surface.Be full of lubrication oil (3) around the interior base of oil groove and basin.260 compression springs (4) are housed between the medial surface of the lateral surface of base (9) and end basin (2), and oil cap (6) is housed above it.Connection high-lager building on base (9).When earthquake disaster took place, the Kuo of high-lager building is moving to be overcome compression spring (4) and makes base (9) and end basin (2) produce mutual displacement, thereby has offset the vibrations of earthquake, reduced or avoid the injures and deaths with personnel of collapsing of high-lager building.
Claims (2)
1, the earthquake resistant structure of high-lager building, it is characterized in that: an end basin than big 60-100 centimetre of high-lager building floor space periphery is arranged, be connected with concrete at the bottom of the basin of end basin, the pelvic surface of sacrum of end basin is the plane, base is arranged on pelvic surface of sacrum, base top with below be parallel plane, the lower plane and the pelvic surface of sacrum of base contact, the horizontal oil groove and the vertical oil groove that are interconnected are arranged on its contact surface, be full of lubrication oil around the interior base of oil groove and basin, between the medial surface of the lateral surface of base and end basin, the compression spring is housed, and oil cap is housed above it, connection high-lager building on base.
2, the earthquake resistant structure of high-lager building according to claim 1 is characterized in that: the compression spring between the medial surface of the lateral surface of base and end basin has 20-400 only.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200340747U CN201176727Y (en) | 2008-04-14 | 2008-04-14 | High architecture anti-seismic structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200340747U CN201176727Y (en) | 2008-04-14 | 2008-04-14 | High architecture anti-seismic structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201176727Y true CN201176727Y (en) | 2009-01-07 |
Family
ID=40216745
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200340747U Expired - Lifetime CN201176727Y (en) | 2008-04-14 | 2008-04-14 | High architecture anti-seismic structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201176727Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101994352B (en) * | 2009-08-27 | 2013-01-16 | 润弘精密工程事业股份有限公司 | Slight shock control building system |
| CN106068359A (en) * | 2013-12-03 | 2016-11-02 | Aja企业私人有限公司 | Panel assembly |
| CN107246074A (en) * | 2017-04-20 | 2017-10-13 | 中南大学 | Parallel-moving type spring friction isolation bearing |
-
2008
- 2008-04-14 CN CNU2008200340747U patent/CN201176727Y/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101994352B (en) * | 2009-08-27 | 2013-01-16 | 润弘精密工程事业股份有限公司 | Slight shock control building system |
| CN106068359A (en) * | 2013-12-03 | 2016-11-02 | Aja企业私人有限公司 | Panel assembly |
| CN106068359B (en) * | 2013-12-03 | 2018-06-12 | Aja企业私人有限公司 | Panel assembly |
| CN107246074A (en) * | 2017-04-20 | 2017-10-13 | 中南大学 | Parallel-moving type spring friction isolation bearing |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20090107 |