CN205399674U - Building isolation bearing - Google Patents
Building isolation bearing Download PDFInfo
- Publication number
- CN205399674U CN205399674U CN201620243898.XU CN201620243898U CN205399674U CN 205399674 U CN205399674 U CN 205399674U CN 201620243898 U CN201620243898 U CN 201620243898U CN 205399674 U CN205399674 U CN 205399674U
- Authority
- CN
- China
- Prior art keywords
- building
- connecting plate
- support column
- mounting seat
- shock insulation
- 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
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The utility model discloses a building isolation bearing, the connecting plate that includes the mount pad and be used for being connected with the building is still including setting up in the mount pad and being used for the shock insulation subassembly of connecting plate pressure -bearing to the building shock insulation, the shock insulation subassembly is including locating mount pad bottom is used for reducing the roll layer of shock insulation subassembly and mount pad horizontal frictional force between this, locates the loading board on rolling layer and establishes the loading board with support column and elastic connection post between the connecting plate, the utility model discloses a building isolation bearing simple structure, low cost, construction convenience both can play and keep apart or reduce vertical seismic effect, can play the seismic effect of horizontal direction of keeping apart again, and simple structure is fit for application promotion.
Description
Technical field
This utility model relates to a kind of earthquake isolating equipment, particularly to a kind of building shock isolating pedestal.
Background technology
In constructure shakeproof technology, traditional technology relies primarily on the deformation of engineering structure to reduce the infringement that earthquake causes.But when violent earthquake or special violent earthquake, rely solely on structure and component role is limited, often still result in serious casualties.Then, coordinating shockproof technical development from many aspects, seismic isolation technology is exactly one of them branch, and seismic isolation technology, without external energy, is applied in the structures such as building, bridge.From earthquake isolating equipment widely used at present, owing to itself being subject to the restriction of use condition, thus isolation can not be played or reduce the effect of vertical seismic action, the effect of level of isolation direction earthquake can only be played, and structure is complicated, relatively costly, it is difficult to popularization and application.
Therefore, it is necessary to existing shock isolating pedestal is improved so that it is both can play isolation or reduce the effect of vertical seismic action, and the effect of level of isolation direction earthquake and simple in construction can have been played again, it is easy to popularization and application.
Utility model content
In view of this, the purpose of this utility model is in that to provide a kind of building shock isolating pedestal so that it is both can play isolation or reduce the effect of vertical seismic action, and can play again the effect of level of isolation direction earthquake.
Building shock isolating pedestal of the present utility model, including mounting seat and the connecting plate for being connected with building, also includes being arranged in mounting seat and for the connecting plate pressure-bearing shock insulation assembly to architectural vibration-insulation；Described shock insulation assembly includes being located at bottom described mounting seat for reducing shock insulation assembly and the mounting seat rolling layer of horizontal friction force between this, is located at the loading plate on rolling layer and is located at the support column between described loading plate and described connecting plate and elastic fixing pole.
Further, described support column and described elastic fixing pole are arranged radially, are designed with spring between described support column and described elastic fixing pole and between described elastic fixing pole.
Further, described rolling layer includes the roller arranged in the horizontal direction and the draw-in groove for preventing described roller from splashing.
Further, described support column is lead block.
Further, it is designed with hollow cushion block between described support column and described loading plate and between described connecting plate and described mounting seat.
The beneficial effects of the utility model: building shock isolating pedestal simple in construction of the present utility model, with low cost, easy construction, both can play isolation or reduce the effect of vertical seismic action, the effect of level of isolation direction earthquake, simple in construction can be played again, be suitable for application.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, this utility model is further described:
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the top view of shock insulation assembly.
Detailed description of the invention
Fig. 1 is structural representation of the present utility model, Fig. 2 is the top view of shock insulation assembly, as shown in the figure: building shock isolating pedestal of the present utility model, including mounting seat 16 and the connecting plate 13 for being connected with building, connecting plate 13 is provided with for fixing the screw thread that is connected empty 1 and 14 with building, also includes being arranged in mounting seat 16 and for the connecting plate pressure-bearing shock insulation assembly to architectural vibration-insulation；Described shock insulation assembly includes being located at bottom described mounting seat for reducing the rolling layer of horizontal friction force between shock insulation assembly and mounting seat, it is located at the loading plate 17 on rolling layer and the support column 2,12 being located between described loading plate and described connecting plate and elastic fixing pole 5,7,9, the material that elastomeric support column can be sulfided through high temperature, high pressure by multiple steel plate layer and multiple rubber layer is made, it is also possible to be made up of other elastomeric materials；Mounting seat 16 is internal be provided with the groove that matches with loading plate 17 with guarantee loading plate 17 can horizontal displacement to absorb the seismic energy of horizontal direction, elastomeric support column can be used to absorb the seismic energy of horizontal direction.
In the present embodiment, described support column and described elastic fixing pole are arranged radially, it is provided with spring 4 between described support column 2 and described elastic fixing pole 5, is provided with spring 10 between described support column 12 and described elastic fixing pole 9, between described elastic fixing pole 5,7,9, is provided with spring 6 and 8；These springs both can keep support column and elastic fixing pole horizontal level to be relatively fixed, it is also possible to absorbs the vibration energy of horizontal direction further.
In the present embodiment, described rolling layer includes the roller 19 arranged in the horizontal direction and the draw-in groove 18 for preventing described roller from splashing, and roller 501 can adopt hard alloy steel to make；Draw-in groove 502 can stablize the relative distance between roller makes it suddenly suffer to be unlikely to during strenuous vibration to splash.
In the present embodiment, described support column 2,12 is lead block, and during to guarantee the slight vibrations having the damping opposing ground of appropriateness, violent swing will not occur building.
In the present embodiment, it is provided with hollow cushion block 3,11 between described support column 2,12 and described loading plate 17, between described connecting plate 13 and described mounting seat 16, is designed with hollow cushion block 15,21；When the power of vertical direction is less, support column 2 and 12 supporting connecting plate, when the power of vertical direction is excessive, hollow cushion block is crushed, the impulsive force that will be supported connecting plate by the bigger elastomeric support column 5,7,9 of elasticity and simultaneous buffering vertical direction receives.
What finally illustrate is, above example is only in order to illustrate the technical solution of the utility model and unrestricted, although this utility model being described in detail with reference to preferred embodiment, it will be understood by those within the art that, the technical solution of the utility model can be modified or equivalent replacement, without deviating from objective and the scope of technical solutions of the utility model, it all should be encompassed in the middle of right of the present utility model.
Claims (5)
1. a building shock isolating pedestal, it is characterised in that: include mounting seat and the connecting plate for being connected with building, also include being arranged in mounting seat and for the connecting plate pressure-bearing shock insulation assembly to architectural vibration-insulation；Described shock insulation assembly includes being located at bottom described mounting seat for reducing shock insulation assembly and the mounting seat rolling layer of horizontal friction force between this, is located at the loading plate on rolling layer and is located at the support column between described loading plate and described connecting plate and elastic fixing pole.
2. building shock isolating pedestal according to claim 1, it is characterised in that: described support column and described elastic fixing pole are arranged radially, are designed with spring between described support column and described elastic fixing pole and between described elastic fixing pole.
3. building shock isolating pedestal according to claim 1, it is characterised in that: described rolling layer includes the roller arranged in the horizontal direction and the draw-in groove for preventing described roller from splashing.
4. building shock isolating pedestal according to claim 1, it is characterised in that: described support column is lead block.
5. building shock isolating pedestal according to claim 1, it is characterised in that: it is designed with hollow cushion block between described support column and described loading plate and between described connecting plate and described mounting seat.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620243898.XU CN205399674U (en) | 2016-03-28 | 2016-03-28 | Building isolation bearing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620243898.XU CN205399674U (en) | 2016-03-28 | 2016-03-28 | Building isolation bearing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205399674U true CN205399674U (en) | 2016-07-27 |
Family
ID=56419052
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620243898.XU Expired - Fee Related CN205399674U (en) | 2016-03-28 | 2016-03-28 | Building isolation bearing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205399674U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138174A (en) * | 2018-09-28 | 2019-01-04 | 佛山科学技术学院 | A kind of suspension type energy consumption shock isolating pedestal |
| CN110369511A (en) * | 2019-07-29 | 2019-10-25 | 常州威诺斯花辊有限公司 | A kind of fast mill bracket fixing device |
| CN113309230A (en) * | 2021-06-18 | 2021-08-27 | 科宁工程科技(南京)有限公司 | Shock-absorbing engineering is with can two-way roll pendulum isolation bearing |
-
2016
- 2016-03-28 CN CN201620243898.XU patent/CN205399674U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138174A (en) * | 2018-09-28 | 2019-01-04 | 佛山科学技术学院 | A kind of suspension type energy consumption shock isolating pedestal |
| CN109138174B (en) * | 2018-09-28 | 2023-10-31 | 佛山科学技术学院 | Suspension type energy consumption shock insulation support |
| CN110369511A (en) * | 2019-07-29 | 2019-10-25 | 常州威诺斯花辊有限公司 | A kind of fast mill bracket fixing device |
| CN113309230A (en) * | 2021-06-18 | 2021-08-27 | 科宁工程科技(南京)有限公司 | Shock-absorbing engineering is with can two-way roll pendulum isolation bearing |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205399674U (en) | Building isolation bearing | |
| CN101701477B (en) | Arc-shaped steel spring plate vibration isolation support of friction pendulum | |
| CN204254037U (en) | A kind of petroleum pipeline bracket seat of stabilized structure | |
| CN201554141U (en) | Shock isolating support for self-adaptive bispherical steel spring plate | |
| CN106968499B (en) | A kind of horizontal direction negative stiffness device of subsidiary vertical shock-absorbing function | |
| CN210395664U (en) | Earthquake-resistant support for building | |
| CN105662028A (en) | Sliding type shock insulation pedestal shaped like Chinese character 'jing' and shock insulation method thereof | |
| CN204530453U (en) | For the shock insulation damping device of bridge construction | |
| CN106192742B (en) | A kind of strong rubber support of damping performance | |
| CN111550521A (en) | Three-way shock isolation device for cultural relics and display cabinet | |
| CN201554142U (en) | Friction pendulum bow-shaped spring steel plate vibration isolation support | |
| CN206591674U (en) | A kind of diaphragm of rubber lead core three is combined disc spring shock mount | |
| CN203514560U (en) | Two-way-rolling swing shock insulation supporting base | |
| CN205077641U (en) | Horizontal horizontal viscous damper | |
| RU167977U1 (en) | DEVICE FOR EXTINGUISHING SHOCK AND VIBRATION INFLUENCE | |
| CN107620849A (en) | A kind of plant equipment vibration damping gripping base | |
| CN205534620U (en) | Pipeline elastic sliding support | |
| CN108643032B (en) | A kind of antidetonation bridge pad | |
| CN201560504U (en) | Self-adaptive, multi-sphere and friction sliding vibration-isolating bearing | |
| CN202650536U (en) | Long play compact disc player | |
| CN201053102Y (en) | Basin-type vibration reducing obstructing support base | |
| CN214476813U (en) | Damping base of power transformer | |
| CN105586812A (en) | Split type rubber spring vibration isolation device | |
| CN212272937U (en) | Three-dimensional shock isolation device for cultural relic display | |
| CN205170103U (en) | Elevartor shaft shock absorber support |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160727 Termination date: 20170328 |