CN108824178A - A kind of architectural vibration-insulation rubber supporting seat - Google Patents
A kind of architectural vibration-insulation rubber supporting seat Download PDFInfo
- Publication number
- CN108824178A CN108824178A CN201810960485.7A CN201810960485A CN108824178A CN 108824178 A CN108824178 A CN 108824178A CN 201810960485 A CN201810960485 A CN 201810960485A CN 108824178 A CN108824178 A CN 108824178A
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- China
- Prior art keywords
- layer
- steel plate
- junction steel
- supporting seat
- face
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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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
- E01D19/041—Elastomeric bearings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Mechanical Engineering (AREA)
- Vibration Prevention Devices (AREA)
- Springs (AREA)
- Building Environments (AREA)
Abstract
The present invention discloses a kind of architectural vibration-insulation rubber supporting seat, including ontology, the ontology includes upper junction steel plate, lower junction steel plate and middle part buffer layer, the middle part of the middle part buffer layer is equipped with mixing layer, the two sides of the mixing layer, which face out, is successively symmetrically arranged with high-damping rubber layer, nylon layer, the end face that the mixing layer is contacted with the high-damping rubber layer of its two sides is the arcwall face of evagination, and the end face that the upper junction steel plate, lower junction steel plate are contacted with the nylon layer of mixing layer two sides respectively is the arcwall face of indent；The mixing layer is to be mixed first to obtain mixture in proportion with thin caoutchouc elasticity sphere by fine grained damping material, then mixture is alternately distributed with high-strength fine and closely woven steel wire and is made.It is the configuration of the present invention is simple, ingenious in design, there is extremely strong shock resistance, long service life.
Description
Technical field
The present invention relates to shock mount technical field, specifically a kind of architectural vibration-insulation rubber supporting seat.
Background technique
Support is the important transmission device of bridge, in addition to considering should to have enough intensity, rigidity and free turning in design
Outside dynamic performance, it should also be noted that easy to repair and replacement, the smooth of concrete cushion under seat board should be paid attention in construction, and according to temperature
It determines its riding position, is considered as earthquake resistant construction in earthquake territory, yielding rubber then occur.Existing yielding rubber, damping
Effect is poor, and post earthquake recovery ability is poor, and is easily damaged, and especially rubber bodies are easy because that can not restore or restore not in place after shake,
Lead to fatigue aging, influences support use, support can only be re-replaced, increase cost, and result in waste of resources, also influence branch
The use of seat, shortens the service life of support, and when shaking, existing to inhibit the effect of support deformation not using metal
It is good, and be difficult to restore after Metal Deformation, general metal is also easy to generate fatigue.
Summary of the invention
The purpose of the present invention is to provide a kind of architectural vibration-insulation rubber supporting seats, to solve mentioned above in the background art ask
Topic.
In order to solve the above-mentioned technical problem, the technical solution adopted by the present invention is that：
A kind of architectural vibration-insulation rubber supporting seat, including ontology, the ontology include upper junction steel plate, lower junction steel plate and middle part
The middle part of buffer layer, the middle part buffer layer is equipped with mixing layer, and the two sides of the mixing layer, which face out, is successively symmetrically arranged with high resistant
Buddhist nun's rubber layer, nylon layer, the end face that the mixing layer is contacted with the high-damping rubber layer of its two sides are the arc of evagination
Face, the end face that the upper junction steel plate, lower junction steel plate are contacted with the nylon layer of mixing layer two sides respectively is indent
Arcwall face；
Wherein, the mixing layer is to be mixed first to be mixed in proportion with thin caoutchouc elasticity sphere by fine grained damping material
Material, then mixture is alternately distributed with high-strength fine and closely woven steel wire and is made.
Further, it is equipped in the middle part of the ontology and sequentially passes through junction steel plate, middle part buffer layer, lower company from top to bottom
Connect the bolt fixing hole of steel plate.
Further, the aperture of the bolt fixing hole is greater than the diameter of bolt used.
Further, the rubber being wrapped in outside the buffer layer of middle part is equipped between the upper junction steel plate and lower junction steel plate
Set.
Further, the mixed proportion of the fine grained damping material and thin caoutchouc elasticity sphere is 5:3.
Further, the upper junction steel plate, lower junction steel plate respectively with the nylon interlayer of mixing layer two sides, mixing layer
Bonding by Vulcanization is all made of with high-damping rubber interlayer, high-damping rubber layer and nylon interlayer.
Further, the upper junction steel plate, lower junction steel plate surface be coated with anti oxidation layer.
The beneficial effects of the invention are as follows：
The present invention provides a kind of architectural vibration-insulation rubber supporting seat, simple in sturcture, ingenious in design, easy to use, by high-strength
Fine and closely woven steel wire can guarantee the ability that there is mixing layer stronger shear-deformable and corner to deform, and strengthen the antidetonation energy of support
The post earthquake recovery ability of power, support is stronger than existing isolation rubber, and when earthquake is not easy deformation, protects rubber bodies, extends support
Service life.By upper junction steel plate, the anti oxidation layer on lower junction steel plate surface, can prevent from damaging because support gets rusty,
Influence the using effect of support.
Detailed description of the invention
The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.
Fig. 1 is structure of the invention sectional view.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation
Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill
Personnel's every other embodiment obtained without making creative work, shall fall within the protection scope of the present invention.
As shown in Figure 1, the present invention provides a kind of architectural vibration-insulation rubber supporting seat, including ontology, the ontology includes upper connection
The middle part of steel plate 1, lower junction steel plate 2 and middle part buffer layer 3, the middle part buffer layer 3 is equipped with mixing layer 3-1, the mixing layer
The two sides of 3-1, which face out, is successively symmetrically arranged with high-damping rubber layer 3-2, nylon layer 3-3, the mixing layer 3-1 and its two sides
The end face that is contacted high-damping rubber layer 3-2 be evagination arcwall face, the upper junction steel plate 1, lower junction steel plate 2 are distinguished
It is the arcwall face of indent with the end face contacted the nylon layer 3-3 of the two sides mixing layer 3-1；
Wherein, the mixing layer 3-1 is to be mixed first to obtain in proportion with thin caoutchouc elasticity sphere by fine grained damping material
Mixture, then mixture is alternately distributed with high-strength fine and closely woven steel wire and is made.
It is equipped in the middle part of the ontology and sequentially passes through junction steel plate 1, middle part buffer layer 3, lower junction steel plate 2 from top to bottom
Bolt fixing hole 4.
The aperture of the bolt fixing hole 4 is greater than the diameter of bolt used, provides for ontology generation thermal expansion and contraction swollen
Swollen space.
The rubber sleeve 5 being wrapped in outside the buffer layer 3 of middle part is equipped between the upper junction steel plate 1 and lower junction steel plate 2.
The mixed proportion of the fine grained damping material and thin caoutchouc elasticity sphere is 5:3.
The upper junction steel plate 1, lower junction steel plate 2 are respectively between the nylon layer 3-3 of the two sides mixing layer 3-1, mixing layer
Bonding by Vulcanization is all made of between 3-1 and high-damping rubber layer 3-2, between high-damping rubber layer 3-2 and nylon layer 3-3.
The upper junction steel plate 1, lower junction steel plate 2 surface be coated with anti oxidation layer.
Comprehensive technical solution of the present invention, it is simple in sturcture, ingenious in design, it is easy to use, pass through high-strength fine and closely woven steel wire
It can guarantee the ability that there is mixing layer 3-1 stronger shear-deformable and corner to deform, strengthen the shock resistance of support, support
Post earthquake recovery ability it is stronger than existing isolation rubber, when earthquake, is not easy deformation, protects rubber bodies, and extend support uses the longevity
Life.By upper junction steel plate 1, the anti oxidation layer on 2 surface of lower junction steel plate, it can prevent from damaging because support gets rusty, influence to prop up
The using effect of seat.
The embodiments of the present invention described above are not intended to limit the scope of the present invention, any in the present invention
Spirit and principle within made modifications, equivalent substitutions and improvements etc., should be included in claim protection model of the invention
Within enclosing.
Claims (7)
1. a kind of architectural vibration-insulation rubber supporting seat, including ontology, which is characterized in that the ontology includes upper junction steel plate, lower connection
The middle part of steel plate and middle part buffer layer, the middle part buffer layer is equipped with mixing layer, and it is successively right that the two sides of the mixing layer face out
Claim to be equipped with high-damping rubber layer, nylon layer, the end face that the mixing layer is contacted with the high-damping rubber layer of its two sides is
The arcwall face of evagination, the end face that the upper junction steel plate, lower junction steel plate are contacted with the nylon layer of mixing layer two sides respectively
It is the arcwall face of indent；
Wherein, the mixing layer is to be mixed first to obtain mixture in proportion with thin caoutchouc elasticity sphere by fine grained damping material,
Mixture is alternately distributed with high-strength fine and closely woven steel wire again and is made.
2. architectural vibration-insulation rubber supporting seat according to claim 1, which is characterized in that be equipped in the middle part of the ontology from upper past
Under sequentially pass through the bolt fixing hole of junction steel plate, middle part buffer layer, lower junction steel plate.
3. architectural vibration-insulation rubber supporting seat according to claim 2, which is characterized in that the aperture of the bolt fixing hole is greater than
The diameter of bolt used.
4. architectural vibration-insulation rubber supporting seat according to claim 1, which is characterized in that the upper junction steel plate and lower connection steel
The rubber sleeve being wrapped in outside the buffer layer of middle part is equipped between plate.
5. architectural vibration-insulation rubber supporting seat according to claim 1, which is characterized in that the fine grained damping material and thin rubber
The mixed proportion of glue elasticity sphere is 5:3.
6. architectural vibration-insulation rubber supporting seat according to claim 1, which is characterized in that the upper junction steel plate, lower connection steel
Plate respectively with the nylon interlayer of mixing layer two sides, mixing layer and high-damping rubber interlayer, high-damping rubber layer and nylon interlayer
It is all made of bonding by Vulcanization.
7. architectural vibration-insulation rubber supporting seat according to claim 1, which is characterized in that the upper junction steel plate, lower connection steel
The surface of plate is coated with anti oxidation layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810960485.7A CN108824178A (en) | 2018-08-22 | 2018-08-22 | A kind of architectural vibration-insulation rubber supporting seat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810960485.7A CN108824178A (en) | 2018-08-22 | 2018-08-22 | A kind of architectural vibration-insulation rubber supporting seat |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108824178A true CN108824178A (en) | 2018-11-16 |
Family
ID=64150449
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810960485.7A Pending CN108824178A (en) | 2018-08-22 | 2018-08-22 | A kind of architectural vibration-insulation rubber supporting seat |
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| Country | Link |
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| CN (1) | CN108824178A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109774026A (en) * | 2019-03-15 | 2019-05-21 | 于阔 | A kind of novel secondary-class structure shock isolating pedestal sulfurizing mould |
| CN110055885A (en) * | 2019-06-06 | 2019-07-26 | 扬州工业职业技术学院 | A kind of shock-absorbing bridge support |
| CN110983959A (en) * | 2019-11-21 | 2020-04-10 | 洛阳双瑞特种装备有限公司 | Shock insulation rubber support |
| CN112962435A (en) * | 2021-01-25 | 2021-06-15 | 沈义秀 | Anti-overturning support for bridge |
| CN114411539A (en) * | 2022-02-16 | 2022-04-29 | 中震华创(韶关)技术有限公司 | Enhanced tensile shock insulation rubber support |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003090013A (en) * | 2001-09-18 | 2003-03-28 | Japan Steel Works Ltd:The | Structure bearing device |
| JP2008095346A (en) * | 2006-10-10 | 2008-04-24 | Kawaguchi Metal Industries Co Ltd | Steel bearing |
| CN204919311U (en) * | 2015-07-10 | 2015-12-30 | 浙江精工钢结构集团有限公司 | Sphere sliding contact ball -type support |
| CN106988212A (en) * | 2017-05-18 | 2017-07-28 | 同济大学 | Composite damping rubber shock mount |
| CN206721656U (en) * | 2017-03-06 | 2017-12-08 | 江苏毛勒新材料科技有限公司 | A kind of friction pendulum subtracts shock insulation spherical bearing |
| CN207176973U (en) * | 2017-09-19 | 2018-04-03 | 北京城建长城建筑装饰工程有限公司 | A kind of architectural vibration-insulation bearing |
-
2018
- 2018-08-22 CN CN201810960485.7A patent/CN108824178A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003090013A (en) * | 2001-09-18 | 2003-03-28 | Japan Steel Works Ltd:The | Structure bearing device |
| JP2008095346A (en) * | 2006-10-10 | 2008-04-24 | Kawaguchi Metal Industries Co Ltd | Steel bearing |
| CN204919311U (en) * | 2015-07-10 | 2015-12-30 | 浙江精工钢结构集团有限公司 | Sphere sliding contact ball -type support |
| CN206721656U (en) * | 2017-03-06 | 2017-12-08 | 江苏毛勒新材料科技有限公司 | A kind of friction pendulum subtracts shock insulation spherical bearing |
| CN106988212A (en) * | 2017-05-18 | 2017-07-28 | 同济大学 | Composite damping rubber shock mount |
| CN207176973U (en) * | 2017-09-19 | 2018-04-03 | 北京城建长城建筑装饰工程有限公司 | A kind of architectural vibration-insulation bearing |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109774026A (en) * | 2019-03-15 | 2019-05-21 | 于阔 | A kind of novel secondary-class structure shock isolating pedestal sulfurizing mould |
| CN110055885A (en) * | 2019-06-06 | 2019-07-26 | 扬州工业职业技术学院 | A kind of shock-absorbing bridge support |
| CN110983959A (en) * | 2019-11-21 | 2020-04-10 | 洛阳双瑞特种装备有限公司 | Shock insulation rubber support |
| CN112962435A (en) * | 2021-01-25 | 2021-06-15 | 沈义秀 | Anti-overturning support for bridge |
| CN114411539A (en) * | 2022-02-16 | 2022-04-29 | 中震华创(韶关)技术有限公司 | Enhanced tensile shock insulation rubber support |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181116 |
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| RJ01 | Rejection of invention patent application after publication |