CN206784162U - A kind of isolation bridge device - Google Patents
A kind of isolation bridge device Download PDFInfo
- Publication number
- CN206784162U CN206784162U CN201720638444.7U CN201720638444U CN206784162U CN 206784162 U CN206784162 U CN 206784162U CN 201720638444 U CN201720638444 U CN 201720638444U CN 206784162 U CN206784162 U CN 206784162U
- Authority
- CN
- China
- Prior art keywords
- shock insulation
- plate
- vibration damper
- division board
- bridge device
- 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
Abstract
The utility model discloses a kind of isolation bridge device, including base, support body, vibration damper plate, division board, shock insulation ball and limiting plate, the top of base is provided with bottom cavity, the bottom wall of bottom cavity is provided with shock insulation chamber, shock insulation intracavitary is uniformly provided with some shock insulation balls, the top of all shock insulation balls is provided with division board, it is to roll connection between division board and shock insulation ball, the top of division board is fixedly connected with vibration damper plate, the top of vibration damper plate is fixedly connected with support body, vibration damper plate includes spring and plate body, the limiting plate being engaged with base is arranged with support body, limiting plate is fixed on base by shearing spring;The utility model is on the one hand by setting shock insulation ball; rolled using shock insulation ball in the presence of brisance; separate brisance; so as to reach the purpose of protection support body structure; on the other hand by setting vibration damper plate; to avoid the larger frequency range of seismic wave energy, the effect of vibration isolation is played, so as to preferably reach damping, the purpose of shock insulation.
Description
Technical field
Isolation bridge technical field is the utility model is related to, specially a kind of isolation bridge device.
Background technology
Isolation bridge device just refers to consume the seismic force of earthquake using seismic isolation technology, avoids the considerable damage of earthquake
Power damages bridge.Bridge vibration isolation is then to utilize vibration-isolating system, tries to prevent seismic energy from entering agent structure.
Bridge pad is to connect bridge superstructure and the important component of substructure, and it can be by the anti-of bridge superstructure
Power and displacement and the reliable substructure for passing to bridge of the deformation of corner, when the inertia force that superstructure transmits is more than bridge
During the intensity of bearing, bearing anchor bolt can be caused to extract cutting and support body structure destruction, in turn result in bridge collapse, endangered
The life security of victimization, cause huge property loss.
Utility model content
The purpose of this utility model is to provide a kind of isolation bridge device, asked with solve to propose in above-mentioned background technology
Topic.
To achieve the above object, the utility model provides following technical scheme:
A kind of isolation bridge device, including base, support body, vibration damper plate, division board, shock insulation ball and limiting plate, bottom
The top of seat is provided with bottom cavity, and the bottom wall of bottom cavity is provided with shock insulation chamber, and shock insulation intracavitary is uniformly provided with some shock insulation balls, it is all every
The top of shake ball is provided with division board, is to roll connection between division board and shock insulation ball, the top of division board, which is fixedly connected, to be subtracted
Plate is shaken, the top of vibration damper plate is fixedly connected with support body, and vibration damper plate includes spring and plate body, is arranged with support body and base
The limiting plate being engaged, limiting plate are fixed on base by shearing spring.
As the further technical scheme of the utility model, the diameter of shock insulation ball is more than the height of shock insulation chamber.
As the further technical scheme of the utility model, division board is metallic plate.
As the further technical scheme of the utility model, vibration damper plate is combined by spring and plate body integral type.
As the further technical scheme of the utility model, spring is that metal material makes.
As the further technical scheme of the utility model, plate body is that quality of rubber materials makes.
As the further technical scheme of the utility model, limiting plate is annular slab.
Compared with prior art, the utility model is on the one hand by setting shock insulation ball, using shock insulation ball in brisance
Effect is lower to be rolled, and separates brisance, so as to reach the purpose of protection support body structure, on the other hand by setting vibration damper plate, is come
The frequency range that seismic wave energy is larger is avoided, plays the effect of vibration isolation, so as to preferably reach damping, the purpose of shock insulation.
Brief description of the drawings
Fig. 1 is a kind of structural representation of isolation bridge device of the utility model;
Fig. 2 is a kind of structural representation of the vibration damper plate of isolation bridge device of the utility model.
In figure:1- bases, 2- bottom cavities, 3- support bodies, 4- vibration damper plates, 41- springs, 42- plate bodys, 5- division boards, 6- every
Shake chamber, 7- shock insulation balls, 8- limiting plates, 9- shear studs.
Embodiment
The technical scheme of this patent is described in more detail with reference to embodiment.
Refer to Fig. 1~2, a kind of isolation bridge device, including base 1, support body 3, vibration damper plate 4, division board 5, every
Shake ball and limiting plate 8, the top of the base 1 is provided with bottom cavity 2, and the bottom wall of the bottom cavity 2 is provided with shock insulation chamber 6, it is described every
Some shock insulation balls 7 are uniformly provided with shake chamber 6, the diameter of the shock insulation ball 7 is more than the height of shock insulation chamber 6, all described
The top of shock insulation ball 7 is provided with division board 5, is to roll connection, the top of division board 5 between the division board 5 and shock insulation ball 7
Vibration damper plate 4 is fixedly connected with, the top of the vibration damper plate 4 is fixedly connected with support body 3, and the division board 5 is metallic plate, described to subtract
Shake plate 4 includes spring 41 and plate body 42, and the vibration damper plate 4 is combined by spring 41 and the integral type of plate body 42, the spring
41 be that metal material makes, and the plate body 42 is that quality of rubber materials makes, and is arranged with the support body 3 and is engaged with base 1
Limiting plate 8, the limiting plate 8 is annular slab, and limiting plate 8 is fixed on base 1 by shearing spring 9.
When there is seismic force generation, shear studs 9 are cut, and limiting plate 8 loses fixation, shock insulation ball 7 and division board 5
And the rolling friction of base 1, so that seismic force when being delivered to base 1, is rolled by shock insulation ball 7, seismic force is isolated
Open, protect the structure of support body 3, while the vibration damper plate 4 that the bottom of support body 3 is set can absorb substantial portion of brisance, enter
One step plays the effect of shock insulation, so as to effectively protect bridge when big seismic force occurs, reaches shock insulation purpose;Division board 5
With the cooperation of shock insulation chamber 6, shock insulation ball 7 can be effectively limited.
The better embodiment of this patent is explained in detail above, but this patent is not limited to above-mentioned embodiment party
Formula, can also be on the premise of this patent objective not be departed from one skilled in the relevant art's possessed knowledge
Various changes can be made.
Claims (7)
- A kind of 1. isolation bridge device, it is characterised in that including base, support body, vibration damper plate, division board, shock insulation ball and Limiting plate, the top of base are provided with bottom cavity, and the bottom wall of bottom cavity is provided with shock insulation chamber, and shock insulation intracavitary is uniformly provided with some shock insulations and rolled Pearl, the top of all shock insulation balls are provided with division board, are to roll connection between division board and shock insulation ball, the top of division board is consolidated Surely vibration damper plate is connected, the top of vibration damper plate is fixedly connected with support body, and vibration damper plate includes spring and plate body, is arranged in support body There is the limiting plate being engaged with base, limiting plate is fixed on base by shearing spring.
- 2. a kind of isolation bridge device according to claim 1, it is characterised in that the diameter of shock insulation ball is more than shock insulation chamber Height.
- 3. a kind of isolation bridge device according to claim 1, it is characterised in that division board is metallic plate.
- 4. a kind of isolation bridge device according to claim 1, it is characterised in that vibration damper plate is by spring and plate body one Formula is combined.
- 5. a kind of isolation bridge device according to claim 4, it is characterised in that spring is that metal material makes.
- 6. a kind of isolation bridge device according to claim 5, it is characterised in that plate body is that quality of rubber materials makes.
- 7. a kind of isolation bridge device according to claim 1, it is characterised in that limiting plate is annular slab.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720638444.7U CN206784162U (en) | 2017-06-05 | 2017-06-05 | A kind of isolation bridge device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720638444.7U CN206784162U (en) | 2017-06-05 | 2017-06-05 | A kind of isolation bridge device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206784162U true CN206784162U (en) | 2017-12-22 |
Family
ID=60715195
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720638444.7U Expired - Fee Related CN206784162U (en) | 2017-06-05 | 2017-06-05 | A kind of isolation bridge device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206784162U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108625277A (en) * | 2018-04-12 | 2018-10-09 | 王涛 | A kind of shock-damping structure and its construction method |
-
2017
- 2017-06-05 CN CN201720638444.7U patent/CN206784162U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108625277A (en) * | 2018-04-12 | 2018-10-09 | 王涛 | A kind of shock-damping structure and its construction method |
CN108625277B (en) * | 2018-04-12 | 2021-01-15 | 吉安鼎丰建设工程有限公司 | Shock absorption structure and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206467556U (en) | A kind of spring-rubber damping device with multistage function of seismic resistance | |
CN207620476U (en) | A kind of waveform soft steel shearing damper and frame column | |
CN206784162U (en) | A kind of isolation bridge device | |
CN211257990U (en) | Anti-seismic fabricated house | |
CN106499081B (en) | A kind of coupling beam wind resistance antishock device | |
CN109750765A (en) | A kind of tension self-shield laminated rubber damping bearing construction and its construction method | |
CN106320570B (en) | A kind of compound shear wall with easy replacement vibration damper steel plate damper | |
CN207144589U (en) | Three-dimensional isolation resistance to deformation device | |
CN207794356U (en) | A kind of big shake lower caging device of base isolation bearing | |
CN105113655B (en) | Prestressing force viscoelasticity damps wall | |
CN211341853U (en) | Building engineering safety device | |
CN209941412U (en) | Track vibration damper with anti-seismic performance | |
CN108589513B (en) | Damping counterweight system for bridge and working method thereof | |
CN206157911U (en) | Reinforced concrete beam column node shock insulation structure | |
CN105201091B (en) | Seismic isolation support capable of realizing annular horizontal limiting | |
CN217232298U (en) | Building shock insulation structure | |
CN104790437B (en) | Base isolating device | |
JP3142382U (en) | Fall-prevention equipment and fall-prevented structures | |
CN201874017U (en) | Earthquake-resistant infrastructure of multi storied building | |
CN209670111U (en) | A kind of tension self-shield laminated rubber damping bearing construction | |
CN207267991U (en) | A kind of strong ground of shock resistance | |
CN208105499U (en) | A kind of multidirectional energy-dissipating and shock-absorbing support of granulated | |
CN208105032U (en) | A kind of improved cascade energy consumption shock resistance shock isolating pedestal | |
CN206053020U (en) | A kind of two benches tension stopping means | |
JP2015072062A (en) | Vibration control pad and aseismic base isolation construction method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171222 Termination date: 20200605 |
|
CF01 | Termination of patent right due to non-payment of annual fee |