CN102146704B - Building shock isolation device - Google Patents
Building shock isolation device Download PDFInfo
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- CN102146704B CN102146704B CN2011100728299A CN201110072829A CN102146704B CN 102146704 B CN102146704 B CN 102146704B CN 2011100728299 A CN2011100728299 A CN 2011100728299A CN 201110072829 A CN201110072829 A CN 201110072829A CN 102146704 B CN102146704 B CN 102146704B
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- buttress
- junction plate
- shock isolating
- isolating pedestal
- shock isolation
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Abstract
The invention discloses a building shock isolation device which comprises a plurality of shock isolation support seats arranged between an upper buttress and a lower buttress; the shock isolation support seats are respectively fixed with the upper buttress and the lower buttress by connecting devices; the each shock isolation support seat is formed by alternately overlapping, vulcanizing and connecting a plurality of layers of rubber and a plurality of layers of steel plates into a whole; the shock isolation support seats take on cylinder shapes; and the cylindrical shock isolation support seats are vertically arranged between the upper buttress and the lower buttress. The building shock isolation rubber support seats are used for isolating shock, and the basic principle is that the natural vibration period of a whole building is prolonged by increasing the rubber shock isolation support seats, so that the earthquake response of the upper part structure is lightened; and after the technology is adopted, the whole safety of the structure is guaranteed, the damage for non-structure components can be prevented, the damage for interior decoration and indoor equipment of a building can be avoided, and the secondary disaster caused by the damage also can be prevented.
Description
Technical field
The present invention relates to the Shock-proof for building technology.
Background technology
The building structure seismic isolation technology is a new technology that occurs the sixties in 20th century, and in decades, the countries in the world scholar has carried out extensive, deep research to this technology.The traditional architecture structural seismic is to be cost with the member of damaged structure own, relies on structural element generation nonelastic deformation to come earthquake energy; Seismic isolation technology is based on " separated "; Adopt special isolated component,, make structure under geological process, can become translation slowly by violent swing through the shock insulation layer is set; Whole superstructure is in elastic state basically; Thereby stop the transmission of seismic wave effectively, reduce the earthquake response of building superstructure, improve the antidetonation reliability and the safety of building greatly to superstructure.Seeing that shock-insulation building and traditional earthquake proof construction are having basic difference aspect the technological approaches of earthquake disaster mitigation influence, its anti seismic efficiency not only depends on structure design, also depends on the structure and the construction requirement of shock insulation layer to a great extent.
Summary of the invention
Technical problem to be solved by this invention just provides a kind of architectural vibration-insulation device, to the requirement of shock-insulation building at aspects such as construction measure and constructions, in the hope of ensureing the safety of building structure better.
For solving the problems of the technologies described above; The present invention adopts following technical scheme: the architectural vibration-insulation device; It is characterized in that: comprise several shock isolating pedestals of being located between buttress and following buttress, said shock isolating pedestal through linkage with fix with last buttress and following buttress respectively.
Preferably, said shock isolating pedestal replaces stacked sulfuration by multilayer rubber and multilayer steel plates and connects as one.。
Preferably, said shock isolating pedestal is cylindrical, and cylindrical shock isolating pedestal vertically is provided with between last buttress and following buttress.
Preferably; Said linkage comprises first junction plate; Said first junction plate middle part is hollow cylindrical and is socketed on the said shock isolating pedestal that said first junction plate outside is superimposed with second junction plate, and said linkage also comprises L shaped built-in fitting; Said built-in fitting is embedded on one side saidly goes up buttress or down in the buttress, and another side vertically stretches out said buttress or the buttress and pass said second junction plate and first junction plate and outer end successively by bolton down gone up.
Preferably; Said linkage comprises is located at the tabular junction plate on the lower plane on the said shock isolating pedestal respectively; Said junction plate is fixed through screw and said shock isolating pedestal, and said linkage also comprises the L shaped built-in fitting that is embedded in said upward buttress or the following buttress, and said built-in fitting one end is provided with screw thread and the sleeve that is threaded; The said sleeve other end screw rod that is threaded, the last plane or the lower plane of the said shock isolating pedestal of said screw rod other end apical grafting.
The present invention proposes the present invention and adopts the architectural vibration-insulation rubber supporting seat shock insulation; Its basic principle is through setting up rubber earthquake isolation support; Make be able to prolong the natural vibration period of whole building,, promptly rubber earthquake isolation support is set in the building bottom to alleviate the earthquake response of superstructure; Utilize the horizontal flexibility of rubber earthquake isolation support to form flexible shock insulation layer together; Absorb and the dissipation seismic energy through flexible shock insulation layer, stop and alleviate the transmission of seismic energy, finally reach the purpose that alleviates the superstructure seismic damage to superstructure.This technology not only can guarantee the general safety of structure, and the destruction that can prevent non-structure member, avoids interior of building finishing, the damage of indoor equipment and the secondary disaster that causes thus.
Description of drawings
Below in conjunction with the accompanying drawing and the specific embodiment the present invention is further described:
Fig. 1 is embodiment 1 structural representation;
Fig. 2 is the first junction plate structural representation;
Fig. 3 is the second junction plate structural representation;
Fig. 4 is L shaped embedded part structure sketch map;
Fig. 5 is embodiment 2 structural representations.
The specific embodiment
To shown in Figure 4, be the embodiment 1 of architectural vibration-insulation device of the present invention like Fig. 1, comprise several shock isolating pedestals 3 of being located between buttress and following buttress, said shock isolating pedestal is fixing with last buttress 1 and following buttress 2 with respectively through linkage.Said shock isolating pedestal 3 replaces stacked sulfuration by multilayer rubber and multilayer steel plates and connects as one.Said shock isolating pedestal 3 is cylindrical, and cylindrical shock isolating pedestal vertically is provided with at last buttress 1 and 2 of following buttresses.Said linkage comprises first junction plate 4; Said first junction plate middle part is hollow cylindrical and is socketed on the said shock isolating pedestal 3; Said first junction plate outside is superimposed with second junction plate 5; Said linkage also comprises L shaped built-in fitting 6, on one side said built-in fitting is embedded in and saidly goes up buttress or down in the buttress, another side vertically stretches out said buttress or the buttress and to pass said second junction plate and first junction plate and outer end successively fastening by bolt 7 down gone up.
As shown in Figure 5; Be embodiments of the invention 2; Wherein said linkage comprises is located at the tabular junction plate 8 on the lower plane on the said shock isolating pedestal respectively; Said junction plate is fixed through screw 11 and said shock isolating pedestal 3, and said linkage also comprises the L shaped built-in fitting 6 that is embedded in said upward buttress or the following buttress, and said built-in fitting one end is provided with screw thread and the sleeve 9 that is threaded; The said sleeve other end screw rod 10 that is threaded, the last plane or the lower plane of the said shock isolating pedestal of said screw rod other end apical grafting.
Claims (4)
1. architectural vibration-insulation device; It is characterized in that: comprise several shock isolating pedestals (3) of being located between buttress and following buttress; Said shock isolating pedestal is fixing with last buttress (1) and following buttress (2) with respectively through linkage; Said linkage comprises first junction plate (4); Said first junction plate middle part is hollow cylindrical and is socketed on the said shock isolating pedestal (3) that said first junction plate outside is superimposed with second junction plate (5), and said linkage also comprises L shaped built-in fitting (6); Said built-in fitting is embedded on one side saidly goes up buttress or down in the buttress, and another side vertically stretches out said buttress or the buttress and to pass said second junction plate and first junction plate and outer end successively fastening by bolt (7) down gone up.
2. architectural vibration-insulation device according to claim 1 is characterized in that: said shock isolating pedestal (3) replaces stacked sulfuration by multilayer rubber and multilayer steel plates and connects as one.
3. architectural vibration-insulation device according to claim 2 is characterized in that: said shock isolating pedestal (3) is cylindrical, and cylindrical shock isolating pedestal vertically is provided with between last buttress (1) and following buttress (2).
4. architectural vibration-insulation device according to claim 1; It is characterized in that: said linkage comprises is located at the tabular junction plate (8) on the lower plane on the said shock isolating pedestal respectively; Said junction plate is fixing through screw (11) and said shock isolating pedestal (3); Said linkage also comprises the L shaped built-in fitting (6) that is embedded in said upward buttress or the following buttress; Said built-in fitting one end is provided with screw thread and the sleeve (9) that is threaded, the said sleeve other end screw rod (10) that is threaded, the last plane or the lower plane of the said shock isolating pedestal of said screw rod other end apical grafting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100728299A CN102146704B (en) | 2011-03-23 | 2011-03-23 | Building shock isolation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100728299A CN102146704B (en) | 2011-03-23 | 2011-03-23 | Building shock isolation device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102146704A CN102146704A (en) | 2011-08-10 |
| CN102146704B true CN102146704B (en) | 2012-03-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011100728299A Active CN102146704B (en) | 2011-03-23 | 2011-03-23 | Building shock isolation device |
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| CN (1) | CN102146704B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107620386A (en) * | 2017-10-23 | 2018-01-23 | 南京百西思建筑科技有限公司 | The installation constitution and construction method of shock isolating pedestal in existing building base isolation reinforcement |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2017136962A1 (en) * | 2016-02-12 | 2017-08-17 | 刘湘静 | Torque-resistant and tension-resistant vibration isolation structure for construction |
| CN106351118A (en) * | 2016-10-17 | 2017-01-25 | 上海市政工程设计研究总院（集团）有限公司 | Earthquake isolation and reduction structure and earthquake reduction method thereof |
| CN108374494A (en) * | 2018-05-11 | 2018-08-07 | 中船第九设计研究院工程有限公司 | A kind of vertical micro-stretching shock isolating pedestal |
| CN109750765A (en) * | 2019-02-26 | 2019-05-14 | 北京市建筑设计研究院有限公司 | A kind of tension self-shield laminated rubber damping bearing construction and its construction method |
| CN110952767A (en) * | 2019-11-06 | 2020-04-03 | 上海建工七建集团有限公司 | Assembled bolt connection scaffold wall connecting piece and mounting method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201301502Y (en) * | 2008-11-19 | 2009-09-02 | 华中科技大学 | Rubber lead core damper |
| CN101824862A (en) * | 2010-04-20 | 2010-09-08 | 上海大学 | Three-dimensional energy-consumption shock-absorption device |
| CN201605529U (en) * | 2009-12-11 | 2010-10-13 | 中交第一公路勘察设计研究院有限公司 | High-damping isolation rubber support |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201033900Y (en) * | 2006-10-25 | 2008-03-12 | 张季超 | Lead core type rubber shock-insulation wind-resistant composite damping support |
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2011
- 2011-03-23 CN CN2011100728299A patent/CN102146704B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201301502Y (en) * | 2008-11-19 | 2009-09-02 | 华中科技大学 | Rubber lead core damper |
| CN201605529U (en) * | 2009-12-11 | 2010-10-13 | 中交第一公路勘察设计研究院有限公司 | High-damping isolation rubber support |
| CN101824862A (en) * | 2010-04-20 | 2010-09-08 | 上海大学 | Three-dimensional energy-consumption shock-absorption device |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107620386A (en) * | 2017-10-23 | 2018-01-23 | 南京百西思建筑科技有限公司 | The installation constitution and construction method of shock isolating pedestal in existing building base isolation reinforcement |
| CN107620386B (en) * | 2017-10-23 | 2019-08-23 | 南京百西思建筑科技有限公司 | The mounting structure and construction method of shock isolating pedestal in existing building base isolation reinforcement |
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| Publication number | Publication date |
|---|---|
| CN102146704A (en) | 2011-08-10 |
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