CN105821761A - Self-replaced type shock isolation rubber support - Google Patents
Self-replaced type shock isolation rubber support Download PDFInfo
- Publication number
- CN105821761A CN105821761A CN201610374729.4A CN201610374729A CN105821761A CN 105821761 A CN105821761 A CN 105821761A CN 201610374729 A CN201610374729 A CN 201610374729A CN 105821761 A CN105821761 A CN 105821761A
- Authority
- CN
- China
- Prior art keywords
- bearing
- lower connecting
- support
- support body
- connecting plate
- 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.)
- Pending
Links
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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
Abstract
The invention belongs to the technical field of building and bridge shock absorption, and relates to a self-replaced type shock isolation rubber support. The self-replaced type shock isolation rubber support comprises a lower connecting base and a support arranged on the upper portion of the lower connecting base in a matched mode. The support comprises a support body, a support upper connecting plate fixed to the upper end of the support body and a support lower connecting plate fixed to the lower end of the support body. The support lower connecting plate is arranged on an upper installation position of the lower connecting base. A cover plate is arranged on the upper end face of the lower connecting base and connected with the lower connecting base in a fastened mode through anti-pulling positioning bolts. The support lower connecting plate is connected with the cover plate in a fastened mode through adjusting bolts. The support can be replaced without external jacking equipment, and replacement is easy and efficient and does not affect an upper structure.
Description
Technical field
The invention belongs to building, Bridge Seismic technical field, relating to one can be from changing formula shock insulation rubber bearing.
Background technology
China is one of country that seismic activity in the world is the strongest and earthquake disaster is the most serious.Shock insulation rubber bearing is widely used in each and subtracts shock insulation field, use multilayer steel plates and multilayer rubber to be superimposed good adhesion, there is good horizontal performance, damped coefficient, the vertical series of advantages such as performance and vertical bearing capacity, applies in various building construction, highway bridge and structural strengthening.But shock insulation rubber bearing creates damage under experienced by earthquake or life-time service, it is necessary in the case of or else affecting superstructure, old bearing is replaced.The most general substitute mode is employing large-scale jack and superstructure jacking goes out certain space, then is removed by shock insulation rubber bearing.It is relatively complicated that this mode changes shock isolating pedestal, and high to equipment requirements, may also not put Lifting Equipment under the structure of some spaces compact.Therefore the convertibility always test to shock isolating pedestal.
Summary of the invention
The present invention is directed to the problems referred to above, it is provided that one can be from changing formula shock insulation rubber bearing, and this bearing can carry out the replacing of bearing in the case of not by outside Lifting Equipment, the most efficiently, and does not affect superstructure.
According to technical scheme: one can be from changing formula shock insulation rubber bearing, including lower connection base and be equipped with in the bearing on described lower connection base top, it is characterized in that: described bearing includes support body and is fixed on the bearing upper junction plate of described support body upper end, it is fixed on the bearing lower connecting plate of support body lower end, described bearing lower connecting plate is placed in lower connection base top installation site, and cover plate is set in described lower connection base upper surface, described cover plate with under be connected between base and be fastenedly connected by resistance to plucking bolt, it is fastenedly connected by regulation bolt between bearing lower connecting plate and cover plate.
As a further improvement on the present invention, described lower connection base includes base plate and is welded in the tubular construction on described base plate, and bearing lower connecting plate is placed in described tubular construction inner ring upper position.
As a further improvement on the present invention, described bearing upper junction plate offers connecting hole.
As a further improvement on the present invention, described support body is rubber support body.
The method have technical effect that: product of the present invention does not affect the effect of shock insulation rubber bearing, superstructure is played the series of advantages such as good horizontal performance, damped coefficient, vertical performance and vertical bearing capacity；Entirety of the present invention uses threaded, and threaded have good self-locking property, it is to avoid loosening under long-duration load, and the best load-carrying properties are to guarantee upper load；The present invention is designed with enclosed construction, it is to avoid outside foreign body enters into inside configuration, cannot regulate the situation of height after avoiding foreign body；Present configuration is simple and reliable, uses the mode from reducing height of support to remove bearing, just can reduce height of support after loosering a bolt, changes the most efficiently.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the top view of Fig. 1.
Detailed description of the invention
Below in conjunction with the accompanying drawings the detailed description of the invention of the present invention is further described.
Fig. 1, in 2, including bearing upper junction plate 1, support body 2, regulation bolt 3, resistance to plucking bolt 4, bearing lower connecting plate 5, lower connection base 6, cover plate 7 etc..
Such as Fig. 1, shown in 2, the present invention is that one can be from changing formula shock insulation rubber bearing, including lower connection base 6 and be equipped with in the bearing on described lower connection base 6 top, described bearing includes support body 2 and is fixed on the bearing upper junction plate 1 of described support body 2 upper end, it is fixed on the bearing lower connecting plate 5 of support body 2 lower end, described bearing lower connecting plate 5 is placed in lower connection base 6 top installation site, and cover plate 7 is set in described lower connection base 6 upper surface, described cover plate 7 with under be connected between base 6 and be fastenedly connected by resistance to plucking bolt 4, it is fastenedly connected by regulation bolt 3 between bearing lower connecting plate 5 and cover plate 7.
Lower connection base 6 includes base plate and is welded in the tubular construction on described base plate, and bearing lower connecting plate 5 is placed in described tubular construction inner ring upper position.
Offer connecting hole on bearing upper junction plate 1, by connecting hole, bearing is connected with support member.
The work process of the present invention is as follows: when superstructure is moved, and support body 2 will play and subtract function of shock insulation.When shock insulation rubber bearing body 2 changed by needs, after the surrounding of old bearing pads bloom, regulation bolt 3 is unscrewed, support body 2 will the most slowly falling head, after dropping to certain altitude, it is possible to easily bearing is removed, the bearing renewed is entered, regulation bolt 3 fastening being put in place equally, bearing returns to original height, plays and subtracts function of shock insulation.
This structure entirety uses threaded good self-locking property, with carrying breakout capacity.Bolt is prone to reconcile simultaneously, and therefore the tightening state of regulation bolt 3 regulates the height of bearing self, and replacing time is the most efficient.
Claims (4)
1. can certainly change formula shock insulation rubber bearing for one kind, including lower connection base (6) and be equipped with in the bearing on described lower connection base (6) top, it is characterized in that: described bearing includes support body (2) and is fixed on the bearing upper junction plate (1) of described support body (2) upper end, it is fixed on the bearing lower connecting plate (5) of support body (2) lower end, described bearing lower connecting plate (5) is placed in lower connection base (6) top installation site, and cover plate (7) is set in described lower connection base (6) upper surface, described cover plate (7) with under be connected between base (6) and be fastenedly connected by resistance to plucking bolt (4), it is fastenedly connected by regulation bolt (3) between bearing lower connecting plate (5) and cover plate (7).
The most as claimed in claim 1 can be from changing formula shock insulation rubber bearing, it is characterised in that: described lower connection base (6) includes base plate and is welded in the tubular construction on described base plate, and bearing lower connecting plate (5) is placed in described tubular construction inner ring upper position.
The most as claimed in claim 1 can be from changing formula shock insulation rubber bearing, it is characterised in that: offer connecting hole on described bearing upper junction plate (1).
The most as claimed in claim 1 can be from changing formula shock insulation rubber bearing, it is characterised in that: described support body (2) is rubber support body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610374729.4A CN105821761A (en) | 2016-05-31 | 2016-05-31 | Self-replaced type shock isolation rubber support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610374729.4A CN105821761A (en) | 2016-05-31 | 2016-05-31 | Self-replaced type shock isolation rubber support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105821761A true CN105821761A (en) | 2016-08-03 |
Family
ID=56531711
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610374729.4A Pending CN105821761A (en) | 2016-05-31 | 2016-05-31 | Self-replaced type shock isolation rubber support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105821761A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112128616A (en) * | 2020-09-11 | 2020-12-25 | 广州大学 | Shock insulation support suitable for LNG storage tank and installation method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4368469B2 (en) * | 1999-08-18 | 2009-11-18 | シバタ工業株式会社 | Fall bridge prevention structure |
| CN103469896A (en) * | 2013-09-27 | 2013-12-25 | 无锡圣丰建筑新材料有限公司 | Anti-drawing shock-isolating rubber support |
| CN204825622U (en) * | 2015-07-22 | 2015-12-02 | 安徽尚德科技有限公司 | Elastoplasticity steel damping benzvalene form support is pulled out to tensile |
| CN105156578A (en) * | 2015-10-08 | 2015-12-16 | 无锡圣丰建筑新材料有限公司 | Vertical adjustable frequency modulation mass damper |
| CN105155720A (en) * | 2015-10-08 | 2015-12-16 | 无锡圣丰建筑新材料有限公司 | Adjustable steel cable position limiting shock isolation rubber support seat |
| CN205688333U (en) * | 2016-05-31 | 2016-11-16 | 无锡圣丰建筑新材料有限公司 | Can be from changing formula shock insulation rubber bearing |
-
2016
- 2016-05-31 CN CN201610374729.4A patent/CN105821761A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4368469B2 (en) * | 1999-08-18 | 2009-11-18 | シバタ工業株式会社 | Fall bridge prevention structure |
| CN103469896A (en) * | 2013-09-27 | 2013-12-25 | 无锡圣丰建筑新材料有限公司 | Anti-drawing shock-isolating rubber support |
| CN204825622U (en) * | 2015-07-22 | 2015-12-02 | 安徽尚德科技有限公司 | Elastoplasticity steel damping benzvalene form support is pulled out to tensile |
| CN105156578A (en) * | 2015-10-08 | 2015-12-16 | 无锡圣丰建筑新材料有限公司 | Vertical adjustable frequency modulation mass damper |
| CN105155720A (en) * | 2015-10-08 | 2015-12-16 | 无锡圣丰建筑新材料有限公司 | Adjustable steel cable position limiting shock isolation rubber support seat |
| CN205688333U (en) * | 2016-05-31 | 2016-11-16 | 无锡圣丰建筑新材料有限公司 | Can be from changing formula shock insulation rubber bearing |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112128616A (en) * | 2020-09-11 | 2020-12-25 | 广州大学 | Shock insulation support suitable for LNG storage tank and installation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205688333U (en) | Can be from changing formula shock insulation rubber bearing | |
| CN103215890B (en) | A kind of New Isolation Bearing and replacing options thereof | |
| JP5043131B2 (en) | Split vibration isolator and its application | |
| CN107447871A (en) | Height-adjustable shock isolating pedestal | |
| CN104018434B (en) | The replacing options of architectural vibration-insulation rubber supporting seat | |
| CN107190637A (en) | The bridge pad being conveniently replaceable | |
| CN201447661U (en) | Shock insulation reduction structure applied on a packaged type or prefabricated assembled type beam bridge | |
| CN105821761A (en) | Self-replaced type shock isolation rubber support | |
| CN102587529A (en) | Vibration isolation device for seismic resistance of building | |
| CN217629431U (en) | Expansion joint cover plate for road and bridge construction | |
| CN108298477A (en) | A kind of repair car of electric power | |
| CN209140861U (en) | Detachable mobile tooling shelf is adjusted | |
| CN208266673U (en) | A kind of adjustable laminated rubber bearing | |
| CN207453113U (en) | Height-adjustable shock isolating pedestal | |
| CN214061705U (en) | Civil engineering foundation structure subsides self-adaptation telescopic connection device | |
| CN206625393U (en) | A kind of three-dimensional vibration isolating device | |
| CN101613989B (en) | Method and structure for shock absorption or shock insulation applied to assembled type or prefabricated assembled type beam bridge | |
| CN213387550U (en) | Landing leg structure with buffer structure for crane | |
| CN205772656U (en) | A kind of elevator traction machine anti-tilting apparatus of vibration and noise reducing | |
| CN103350975A (en) | Small size simple lifting device | |
| CN208136712U (en) | A kind of support force-reducing device | |
| CN102785067B (en) | Device and method for assembling and disassembling heavy hydraulic cylinder fast | |
| CN204751868U (en) | Instrument of moving hangs in ocean drilling platform preventer group | |
| CN215887902U (en) | Bridge pin-connected panel prevents roof beam friction pendulum support that falls | |
| CN217208436U (en) | Ultrahigh vibration isolation platform for clean room |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160803 |