CN203160423U - Wind-resistant building support with elastomer - Google Patents
Wind-resistant building support with elastomer Download PDFInfo
- Publication number
- CN203160423U CN203160423U CN 201220655593 CN201220655593U CN203160423U CN 203160423 U CN203160423 U CN 203160423U CN 201220655593 CN201220655593 CN 201220655593 CN 201220655593 U CN201220655593 U CN 201220655593U CN 203160423 U CN203160423 U CN 203160423U
- Authority
- CN
- China
- Prior art keywords
- plate
- wind
- board
- slide plate
- elastomer
- 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
Links
Images
Abstract
The utility model belongs to the technical field of buildings, and provides a wind-resistant building support with an elastomer. The wind-resistant building support with the elastomer is arranged between building structures, and comprises an upper seat board and a lower seat board (5), wherein the upper seat board consists of an upper steel board (1) and a stainless steel sliding board (2) welded on the lower surface of the upper steel board (1); the lower seat board (5) is a steel board with a groove; the groove of the lower seat board (5) is internally provided with the elastomer consisting of an elastic bearing board (4) and a wear-proof sliding board (3); the wear-proof sliding board (3) is bonded on the upper surface of the elastic bearing board (4); and the wear-proof sliding board (3) and the stainless steel sliding board (2) constitute a plane friction pair structure providing longitudinal and vertical displacement for the building structures. The support can bear horizontal and transverse loads of the building structures, provide the horizontal, longitudinal and vertical displacement for the building structures, has the characteristics of good vibration damping performance and stable performance, and meets the wind resistance function requirements of a high-rise building.
Description
Technical field
The utility model belongs to technical field of buildings, relates generally to a kind of elastic body building wind-resistant support.
Background technology
It is main lateral load, the especially high-rise building of all kinds of buildings that wind carries, and frequently, significantly swings the occupants is not felt well, cause the agent structure cracking, the long-time wind that continues shakes and may make some position of structure produce fatigue damage, jeopardizes structural safety, produces disaster.
The wind loading rating that how to improve highrise building is a very important job.Supporting employing wind-resistant support can play the wind induced structural vibration control action when the high-rise building wind force proofing design, absorbs the displacement that wind shakes and causes, weakens the tired and impact that wind shakes and causes.At present common wind-resistant support is used for cable stayed bridge and the suspension bridge of bridge engineering more, as ball-type wind-resistant support, benzvalene form wind-resistant support etc., its effect is restraint beam body lateral displacement, and under the transversal stretching displacement request that satisfies beam body Yin Wendu generation, opposing is rocked because of the beam body that wind-force produces.Then study lessly for highrise building with wind-resistant support, lack relevant product, therefore, be necessary very much to develop a kind of building wind-resistant support, improve the wind loading rating of highrise building.
The utility model content
The purpose of this utility model is to propose a kind of elastic body building wind-resistant support, can enough bear the building structure action of horizontal lateral, provide the building structure level vertically to reach vertical displacement, and have that damping property is good, the characteristics of stable performance, satisfy the wind resistance functional requirement of highrise building.
The utility model adopts following technical scheme for finishing the foregoing invention task:
A kind of elastic body building wind-resistant support, wind-resistant support is arranged between the building structure, has upper base plate and following seat board; The upper and lower seat board of wind-resistant support can adopt welding or bolt to be connected with building structure; Described upper base plate is made up of upper steel plate and stainless steel slide plate, and described stainless steel slide plate is welded on the soffit of upper steel plate; Described seat board down is the steel plate with groove; In the groove of described seat board down, elastic body is set; Described elastic body is made up of elastically supported plate and wear-resisting slide plate, wherein said wear-resisting slide plate is bonded in the upper surface of elastically supported plate, and constituting building structure with the stainless steel slide plate that is welded on the upper steel plate soffit provides vertically and the planar friction auxiliary structure of vertical displacement.
Described elastically supported plate is rubber elastomer, and the material of this elastically supported plate is the gum elastomeric material, or fibre-reinforced rubber elastomeric material, or the rubber elastomer of fabric dipping is by the material of lamination combination.
Described rubber elastomer can be natural rubber or neoprene or ethylene propylene diene rubber or acrylonitrile-butadiene rubber or polyurethane elastomer.
Described wear-resisting slide plate is polytetrafluoroethylene (PTFE) or modified ultra-high molecular weight polyethylene or nylon slide plate.
A kind of resilient sleeper-bearing building wind-resistant support that the utility model proposes adopts technique scheme can reach following beneficial effect:
1, the utility model is used for can bearing the building structure action of horizontal lateral between the building structure, provides building structure vertically to reach vertical displacement, satisfies the wind resistance functional requirement of highrise building.
2, the elastomeric bearing that adopts in the utility model has that damping property is good, the characteristics of stable performance, can effectively reduce or absorb wind and carry vibration and the impact that causes, fatigue performance excellence.
Description of drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the vertical view of Fig. 1.
Fig. 3 is the structure vertical view of the utility model embodiment 2.
Among the figure: 1, upper steel plate, 2, the stainless steel slide plate, 3, wear-resisting slide plate, 4, elastically supported plate, 5, seat board down.
The specific embodiment
With specific embodiment the utility model is illustrated by reference to the accompanying drawings, still, the utility model is not limited to these embodiment.
Embodiment 1
As shown in Figure 1, a kind of elastic body building wind-resistant support, wind-resistant support is arranged between the building structure, has upper base plate and following seat board; Described upper base plate is made up of upper steel plate 1 and stainless steel slide plate 2, and described stainless steel slide plate 2 is welded on the soffit of upper steel plate 1; Described seat board 5 down is for having the steel plate of groove; In the groove of described seat board 5 down, elastic body is set; Described elastic body is rectangle, formed by elastically supported plate 4 and wear-resisting slide plate 3, wherein said wear-resisting slide plate 3 is bonded in the upper surface of elastically supported plate 4, and constituting building structure with the stainless steel slide plate 2 that is welded on the upper steel plate soffit provides vertically and the planar friction auxiliary structure of vertical displacement; Described elastically supported plate 4 is rubber elastomer, and this elastically supported plate is the gum elastomeric material, or fibre-reinforced rubber elastomeric material, or the rubber elastomer of fabric dipping is by the material of lamination combination; Described rubber elastomer can be natural rubber or neoprene or ethylene propylene diene rubber or acrylonitrile-butadiene rubber or polyurethane elastomer; Described wear-resisting slide plate 3 is polytetrafluoroethylene (PTFE) or modified ultra-high molecular weight polyethylene or nylon slide plate.
Above-mentioned elastic body building wind-resistant support in use, upper steel plate 1 in the upper base plate is connected by welding or bolt mode with building structure, stainless steel slide plate 2 is formed the planar friction pair by being welded to connect on upper steel plate 1 surface with wear-resisting slide plate 3, provides building structure vertically to reach vertical displacement; Wear-resisting slide plate 3 is bonded in elastically supported plate 4 surfaces by epoxyn, forms elastic body; This elastic body is embedded in down in the groove of seat board 5, and it is fixing to bond by epoxyn; Lower steel plate 5 is connected with major structure of construction by welding or bolt mode.
Embodiment 2
As shown in Figure 2, its agent structure is identical with embodiment 1, and difference is that described elastic body is for circular.Conceivable is that elastic body can have multiple shape, as ellipse or polygon, also falls in the scope of application of the present utility model.
Claims (3)
1. an elastic body is built wind-resistant support, and it is characterized in that: described wind-resistant support is arranged between the building structure, and described wind-resistant support includes upper base plate and following seat board (5); Described upper base plate is made of upper steel plate (1) and stainless steel slide plate (2), and described stainless steel slide plate (2) is welded on the soffit of upper steel plate (1); Described seat board (5) down is for having the steel plate of groove; In the groove of described seat board (5) down, elastic body is set; Described elastic body is made of elastically supported plate (4) and wear-resisting slide plate (3), wherein said wear-resisting slide plate (3) is bonded in the upper surface of elastically supported plate (4), and constituting building structure with the stainless steel slide plate (2) that is welded on upper steel plate (1) soffit provides vertically and the planar friction auxiliary structure of vertical displacement.
2. a kind of elastic body according to claim 1 is built wind-resistant support, it is characterized in that: described elastically supported plate (4) is rubber elastomer, this elastically supported plate material is the gum elastomeric material, or fibre-reinforced rubber elastomeric material, or the rubber elastomer of fabric dipping is by the material of lamination combination, and described rubber elastomer can be natural rubber or neoprene or ethylene propylene diene rubber or acrylonitrile-butadiene rubber or polyurethane elastomer.
3. a kind of elastic body according to claim 1 is built wind-resistant support, and it is characterized in that: described wear-resisting slide plate (3) is polytetrafluoroethylene (PTFE) slide plate or modified ultra-high molecular weight polyethylene slide plate or nylon slide plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220655593 CN203160423U (en) | 2012-12-04 | 2012-12-04 | Wind-resistant building support with elastomer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220655593 CN203160423U (en) | 2012-12-04 | 2012-12-04 | Wind-resistant building support with elastomer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203160423U true CN203160423U (en) | 2013-08-28 |
Family
ID=49021618
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220655593 Expired - Lifetime CN203160423U (en) | 2012-12-04 | 2012-12-04 | Wind-resistant building support with elastomer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203160423U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106593055A (en) * | 2016-11-24 | 2017-04-26 | 成都佳美嘉科技有限公司 | Environment-friendly elastic building support |
| CN108824182A (en) * | 2018-09-04 | 2018-11-16 | 南京林业大学 | A kind of FRP constraint type pot rubber bearing |
| CN108842921A (en) * | 2018-07-23 | 2018-11-20 | 佛山科学技术学院 | A kind of double rubbing surface shock isolating pedestals |
| CN114753695A (en) * | 2022-04-11 | 2022-07-15 | 上海建工一建集团有限公司 | Sliding damping support for in-situ replacement of existing factory building roof truss and construction method |
-
2012
- 2012-12-04 CN CN 201220655593 patent/CN203160423U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106593055A (en) * | 2016-11-24 | 2017-04-26 | 成都佳美嘉科技有限公司 | Environment-friendly elastic building support |
| CN108842921A (en) * | 2018-07-23 | 2018-11-20 | 佛山科学技术学院 | A kind of double rubbing surface shock isolating pedestals |
| CN108824182A (en) * | 2018-09-04 | 2018-11-16 | 南京林业大学 | A kind of FRP constraint type pot rubber bearing |
| CN114753695A (en) * | 2022-04-11 | 2022-07-15 | 上海建工一建集团有限公司 | Sliding damping support for in-situ replacement of existing factory building roof truss and construction method |
| CN114753695B (en) * | 2022-04-11 | 2024-02-13 | 上海建工一建集团有限公司 | Sliding shock-absorbing support for in-situ replacement of existing factory building roof truss and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203160423U (en) | Wind-resistant building support with elastomer | |
| CN107268431B (en) | Self-resetting frictional damping shock mount and damping bridge | |
| CN201459597U (en) | Quakeproof damping spherical steel support capable of realizing type conversion | |
| CN201835225U (en) | Universal spherical seismic isolation support with longitudinal and transverse optional displacements | |
| CN102337761A (en) | Ball/disc spring vibration-isolating device | |
| CN201730196U (en) | Ball disc spring vibration isolation device | |
| CN103147393A (en) | Pulling-resistant friction isolation bearing for bridge | |
| CN206512595U (en) | A kind of road and bridge bearing | |
| CN204266112U (en) | A kind of U-shaped damper bearing shock-damping structure | |
| CN204644865U (en) | A kind of damping shock resistant damping bearing | |
| CN102926321B (en) | Wind-resisting support | |
| CN203684078U (en) | Bridge friction pendulum support | |
| CN106930182B (en) | steel damping energy-dissipation type spherical steel support | |
| CN102839603A (en) | High-friction antivibration support and preparation method thereof | |
| KR101365093B1 (en) | Earthquake isolation device for supporting a structure | |
| CN201047058Y (en) | Rope-suspension bridge bulk saddle structure | |
| CN103966942B (en) | A kind of structural system for controlling three pylon cable-stayed bridge girders and bridge tower vertical response | |
| CN207597235U (en) | A kind of cable-stayed type bridge earthquake resistance component | |
| CN208934171U (en) | A kind of spring friction-pendulum shock-insulation support | |
| CN203238538U (en) | Flat spring plate type rubber expansion joint | |
| CN205077338U (en) | Elastic cushion plate under iron cushion plate | |
| CN202899031U (en) | Seismic mitigation and isolation anti-girder-fall supporting seat | |
| KR20120095202A (en) | Bridge bearing including shear reinforced pad | |
| CN106884378B (en) | A kind of polyurethane shock-absorbing bridge support and its shock-dampening method | |
| CN203238528U (en) | Structural system used for controlling longitudinal response of three-tower cable-stayed bridge girder and bridge tower |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 471000, Binhe Road, hi tech Development Zone, Henan, Luoyang, 32 Patentee after: CSSC Shuangrui (Luoyang) special equipment Co.,Ltd. Address before: 471000, Binhe Road, hi tech Development Zone, Henan, Luoyang, 32 Patentee before: LUOYANG SUNRUI SPECIAL EQUIPMENT Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130828 |