CN205775822U - A kind of architectural vibration-insulation rubber support - Google Patents
A kind of architectural vibration-insulation rubber support Download PDFInfo
- Publication number
- CN205775822U CN205775822U CN201620662404.1U CN201620662404U CN205775822U CN 205775822 U CN205775822 U CN 205775822U CN 201620662404 U CN201620662404 U CN 201620662404U CN 205775822 U CN205775822 U CN 205775822U
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- China
- Prior art keywords
- plate
- rubber support
- insulation rubber
- junction steel
- architectural vibration
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- 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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Abstract
The utility model discloses a kind of architectural vibration-insulation rubber support, its drip irrigation device is a kind of architectural vibration-insulation rubber support, including upper and lower junction steel plate, between upper and lower junction steel plate, it is provided with multilayer elastomeric and stacked conducting plate is alternately superimposed on being combined into, it is fixedly connected with fastening plate on described upper junction steel plate or lower junction steel plate, between every layer of metallic plate and fastening plate, is fixedly connected with extension spring.All can isolate External Force Acting at vertical direction and horizontal direction when a kind of architectural vibration-insulation rubber support of the present utility model can stand the External Force Acting such as strong wind or earthquake, protection steel building, bridge structure are from damage.
Description
Technical field
This utility model relates to technical field of building shock-isolated bearings, more specifically, it relates to a kind of architectural vibration-insulation uses rubber
Glue bearing.
Background technology
Building and engineering structure, including building, bridge etc., can produce bigger earthquake corresponding positions when suffering earthquake
Moving, structure when displacement is excessive is it is possible to destroyed.
Traditional earthquake resistant construction is the intensity of reinforcement structure system, had the most both added engineering and has caused, and anti seismic efficiency is the most not
Ideal, Base Isolation Technology is the one developed rapidly in recent years earthquake resistant engineering method reasonable, effective, by building
Various shock isolating pedestal, such as sliding, rolling shock insulation device are set between thing and basis, isolate and tie to top in earthquake
The transmission of structure.Prior art has employing bearing with lead core, although the damping of bearing with lead core is more satisfactory, but
Lead contamination can be produced due to processing and manufacturing and the use of lead for retractable pencil and after scrapping, can insulting health, and plastic deformation
After the shortcoming such as can not automatically reset, gradually eliminated by market, using more at present is the shock isolating pedestal of rubber-like, rubber
Shock isolating pedestal has enough vertical rigidities to bear vertical load, and the pressure of superstructure can be passed to pier reliably
Platform, has good elasticity to rotate with adapting to beam-ends, has detrusion significantly to meet the horizontal displacement of superstructure, but
When building stands strong wind, earthquake External Force Acting, due to rubber blanket can only the External Force Acting in level of isolation direction, to vertically side
To External Force Acting effect bad, to strong wind.The irregular External Force Acting effect such as earthquake is little, easily to steel building, bridge
Girder construction causes damage, it is therefore desirable to proposes a kind of scheme and solves this problem.
Utility model content
The deficiency existed for prior art, the purpose of this utility model is to provide a kind of architectural vibration-insulation rubber to prop up
Seat, by increasing bearing capacity and the deformability of rubber support in the vertical direction, so that standing strong wind or earthquake
Deng External Force Acting time all can isolate External Force Acting at vertical direction and horizontal direction, protect steel building, bridge structure
From damage.
For achieving the above object, this utility model provides following technical scheme: a kind of architectural vibration-insulation rubber support, bag
Include upper and lower junction steel plate, between upper and lower junction steel plate, be provided with multilayer elastomeric and stacked conducting plate be alternately superimposed on combining and
Become, described upper junction steel plate or lower junction steel plate are fixedly connected with fastening plate, the company of fixing between every layer of metallic plate and fastening plate
It is connected to extension spring.
As preferably, between adjacent described elastomer and metallic plate, it is provided with some springs.
As preferably, the core of described upper and lower junction steel plate runs through elastomer and metallic plate is provided with centre bore.
As preferably, being fixedly connected with rubber protecting jacket between described upper and lower junction steel plate, described rubber protecting jacket is by bullet
Gonosome and metallic plate are coated with completely.
As preferably, in described centre bore, flexible rod is installed.
Compared with prior art this utility model has an advantage that by setting alternately stacked to elastomer and metallic plate
Put, and fastening plate is set on upper junction plate or lower connecting plate, extension spring is set between every layer of metallic plate and fastening plate and begins
Keeping tightening force eventually, when so there is stretching bearing when building is by lateral displacement, extension spring can remain tightening force
Restored to the original state by building after deforming upon, i.e. in the vertical direction has elastic recovery capability such that it is able to isolation is not
The External Force Acting of specification, protects steel construction, it is to avoid suffer damage, and also sets up some springs between elastomer and metallic plate simultaneously
For to improving conflict power between metallic plate and elastomer, so that extension spring can have more preferable tightening force, spring is for metal
Plate and elastomer are the effects strutted, and extension spring is to the effect that metallic plate and elastomer are pressures, so can when deforming upon
Preferably adapt to deformation, can preferably recover after deformation completes.
Accompanying drawing explanation
Fig. 1 is the cross-sectional view of this utility model a kind of architectural vibration-insulation rubber support.
In figure: 1, upper junction steel plate；2, lower junction steel plate；3, metallic plate；4, elastomer；5, fastening plate；6, extension spring；7, rubber
Glue protection set；8, spring；9, centre bore；10, flexible rod.
Detailed description of the invention
Below in conjunction with accompanying drawing, this utility model is described in further detail.
This specific embodiment is only that it is not to restriction of the present utility model, ability to explanation of the present utility model
The present embodiment can be made after reading this specification by field technique personnel as required does not has the amendment of creative contribution, but
As long as all being protected by Patent Law in right of the present utility model.
A kind of architectural vibration-insulation rubber support, as it is shown in figure 1, include junction steel plate 1, lower junction steel plate 2, upper and lower
It is provided with multilayer elastomeric 4 between junction steel plate and stacked conducting plate 3 is alternately superimposed on, and the company of fixing on lower junction steel plate 2
Being connected to fasten plate 5, be fixedly connected with extension spring 6 between every layer of metallic plate 3 and fastening plate 5, the effect of extension spring 6 is to limit every layer of metal
The deformation of plate 3 and displacement amplitude, thus when building is by extraneous stronger active force, it is possible to increase enough pulling force and
Deformation restoring force so that building is unlikely to mobile range bigger generation plastic deformation, and upper junction steel plate 1 with under be connected
Being also associated with rubber protecting jacket 7 between steel plate 2, elastomer 4 and metallic plate 3 are coated with by rubber protecting jacket 7 completely, are so used for increasing
Add the overall stress-bearing capability of rubber support, and between adjacent metallic plate 3 and elastomer 4, be further opened with some grooves, recessed
Being provided with spring 8 in groove, conflicts between metallic plate 3 and elastomer 4 in the two ends of spring 8, so partly in order to increase and draw
The tension of spring 6, so that rubber support is in the state tightened, another facilitates at building recovering deformation when, it is possible to
The negative pulling force that effectively suppression extension spring 6 brings, so that building can restore balance at short notice, so arranges guarantee
The stability of building, the core at rubber support offers centre bore 9 simultaneously, and centre bore 9 runs through and arranges elastomer 4
And metallic plate 3, it is so to follow whole building when deforming upon when rubber support, it is possible to there is certain deformation
Ability, does not results in the damage of inside, also assigns flexible excellent 10 in centre bore 9 simultaneously, and flexible rod 10 is used for increasing rubber
The elastic recovery capability of bearing, this makes it possible to the bearing capacity by increasing rubber support in the vertical direction and deformation energy
Power, so that all can isolate outer masterpiece when standing the External Force Acting such as strong wind or earthquake at vertical direction and horizontal direction
With, protection steel building, bridge structure are from damage, it is ensured that the anti seismic efficiency of building, extend the use of building
Life-span.
Claims (5)
1. an architectural vibration-insulation rubber support, including upper and lower junction steel plate (1,2), between upper and lower junction steel plate (1,2)
It is provided with multilayer elastomeric (4) and stacked conducting plate (3) is alternately superimposed on being combined into, it is characterised in that: described upper junction steel plate
(1) or it is fixedly connected with fastening plate (5) on lower junction steel plate (2), fixes between every layer of metallic plate (3) and fastening plate (5) and be connected
There is extension spring (6).
A kind of architectural vibration-insulation rubber support the most according to claim 1, it is characterised in that: adjacent described elastomer
And between metallic plate (3), be provided with some springs (8) (4).
A kind of architectural vibration-insulation rubber support the most according to claim 1 and 2, it is characterised in that: described upper and lower connection steel
The core of plate (1,2) runs through elastomer (4) and metallic plate (3) is provided with centre bore (9).
A kind of architectural vibration-insulation rubber support the most according to claim 1 and 2, it is characterised in that: described upper and lower connection steel
Being fixedly connected with rubber protecting jacket (7) between plate (1,2), described rubber protecting jacket (7) is by elastomer (4) and metallic plate (3)
It is coated with completely.
A kind of architectural vibration-insulation rubber support the most according to claim 3, it is characterised in that: peace in described centre bore (9)
Equipped with flexible rod (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620662404.1U CN205775822U (en) | 2016-06-28 | 2016-06-28 | A kind of architectural vibration-insulation rubber support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620662404.1U CN205775822U (en) | 2016-06-28 | 2016-06-28 | A kind of architectural vibration-insulation rubber support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205775822U true CN205775822U (en) | 2016-12-07 |
Family
ID=58129055
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620662404.1U Expired - Fee Related CN205775822U (en) | 2016-06-28 | 2016-06-28 | A kind of architectural vibration-insulation rubber support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205775822U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560576A (en) * | 2018-03-13 | 2018-09-21 | 黑龙江科技大学 | Steel reinforced concrete frame column shock isolating pedestal device and its construction method |
| CN113107097A (en) * | 2021-04-21 | 2021-07-13 | 衡橡科技股份有限公司 | Fusing assembly, fusing type building shock insulation rubber support and building |
| CN113944249A (en) * | 2020-07-18 | 2022-01-18 | 四川熠希尔科技有限公司 | Novel earthquake isolation structure |
-
2016
- 2016-06-28 CN CN201620662404.1U patent/CN205775822U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560576A (en) * | 2018-03-13 | 2018-09-21 | 黑龙江科技大学 | Steel reinforced concrete frame column shock isolating pedestal device and its construction method |
| CN113944249A (en) * | 2020-07-18 | 2022-01-18 | 四川熠希尔科技有限公司 | Novel earthquake isolation structure |
| CN113944249B (en) * | 2020-07-18 | 2023-01-24 | 四川熠希尔科技有限公司 | Earthquake isolation structure |
| CN113107097A (en) * | 2021-04-21 | 2021-07-13 | 衡橡科技股份有限公司 | Fusing assembly, fusing type building shock insulation rubber support and building |
| CN113107097B (en) * | 2021-04-21 | 2022-05-06 | 衡橡科技股份有限公司 | Fusing assembly, fusing type building shock insulation rubber support and building |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 Termination date: 20190628 |