CN204185763U - Passive type dynamic absorber bridge pier - Google Patents
Passive type dynamic absorber bridge pier Download PDFInfo
- Publication number
- CN204185763U CN204185763U CN201420319835.9U CN201420319835U CN204185763U CN 204185763 U CN204185763 U CN 204185763U CN 201420319835 U CN201420319835 U CN 201420319835U CN 204185763 U CN204185763 U CN 204185763U
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- China
- Prior art keywords
- pier
- passive type
- additional mass
- type dynamic
- pier body
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- Expired - Fee Related
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- 239000006096 absorbing agent Substances 0.000 title claims abstract description 18
- 238000010276 construction Methods 0.000 claims description 5
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Passive type dynamic absorber bridge pier, effectively to improve the antiseismic and wind resisting stability of high pier of railway, highway.Comprise pier body (10), be provided with additional mass (20) outside pier body (10) upper portion side wall, additional mass (20) is connected with pier body (10) sidewall by elastic component (22).
Description
Technical field
The utility model relates to bridge, particularly a kind of passive type dynamic absorber bridge pier being applicable to railway, highway bridge.
Background technology
When China's mountain area railway construction and highway, run into the locations such as high mountain gorge unavoidably, inevitably occur high-pier and long-span bridge, particularly for the high ferro circuit of develop rapidly in recent years.Under the external load function such as earthquake, high wind, too high pier body easily produces and rocks, its bad stability, and then affects the stability of bridge construction and the riding comfort of operational vehicle thereon.Meanwhile, the vehicle that bridge runs can cause the vibration of beam body, and then by vibration passing in surrounding environment, cause secondary vibration noise pollution, therefore, for how, pier body carries out subtracting Vibration Absorbing System Design, with the research improving pier body stability with improve significant.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of passive type dynamic absorber bridge pier, effectively to improve the antiseismic and wind resisting stability of high pier of railway, highway.
It is as follows that the utility model solves the technical scheme that its technical problem adopts:
Passive type dynamic absorber bridge pier of the present utility model, comprises pier body, it is characterized in that: be provided with additional mass outside described pier body upper portion side wall, additional mass is connected with pier body sidewall by elastic component.
The beneficial effects of the utility model are, adopt " spring-damping-quality " minor structure, the form of structure of suitable this minor structure of selection, kinetic parameter and the coupled relation with bridge pier, make the vibration phase of this minor structure contrary with the vibrational state of bridge pier under the external load functions such as train, earthquake, wind, vibrated by the Large travel range of additional mass, realize the object reducing the bridge pier vibration that external load causes, ensure the stability of bridge pier self; Structure is simple, be easy to construction, can introduce at the beginning of build bridge pier, for existing bridge pier improvement also more for convenience, do not affecting in the process that vehicle travels and can complete; Its structure is comparatively flexible, for different actual conditions, can adjust its structure and size.
Accompanying drawing explanation
This manual comprises following five width accompanying drawings:
Fig. 1 is the elevational schematic view of the utility model passive type dynamic absorber bridge pier;
Fig. 2 is the top view of the utility model passive type dynamic absorber bridge pier;
Fig. 3 is the elevational schematic view of the utility model passive type dynamic absorber bridge pier;
Fig. 4 is the elevational schematic view of the utility model passive type dynamic absorber bridge pier;
Fig. 5 is the top view of the utility model passive type dynamic absorber bridge pier.
Component shown in figure, toponym and corresponding mark: pier body 10, supporting member 11, additional mass 20, connecting elements 21, elastic component 22.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is further illustrated.
With reference to Fig. 1, passive type dynamic absorber bridge pier of the present utility model, comprises pier body 10, is provided with additional mass 20 outside described pier body 10 upper portion side wall, and additional mass 20 is connected with pier body 10 sidewall by elastic component 22.Additional mass 20 can be reinforced concrete coagulation block or the larger metallic object of density, and elastic component 22 can adopt by rubber, spring, colloid etc.The active force acted on additional mass 20 can be offset rapidly by the interaction between additional mass 20 and elastic component 22 within the specific limits, reaches effective absorbing and vibration damping.
The bridge pier of passive type dynamic absorber of the present utility model, adopt " spring-damping-quality " minor structure, the form of structure of suitable this minor structure of selection, kinetic parameter and the coupled relation with bridge pier, make the vibration phase of minor structure contrary with the vibrational state of pier body under the external load function such as earthquake, wind, vibrated by the Large travel range of additional mass 20, realize the object reducing external shock vibration component, ensure the stability of bridge pier self.
With reference to Fig. 1, described pier body 10 top is fixedly installed supporting member 11, and additional mass 20 is positioned at below supporting member 11, and is formed by connecting elements 21 and supporting member 11 and flexibly connect.When connecting elements 21 adopts rigid material, its upper and lower end is hinged with supporting member 11, additional mass 20 respectively.
See figures.1.and.2, described additional mass 20 can adopt annular construction member, is placed on outside pier body 10 perisporium, arranges multiple elastic component 22 uniformly at intervals along pier body 10 hoop.With reference to Fig. 3, when being applied to over-height pier, described supporting member 11, additional mass 20 be longitudinally interval setting on pier body 10 top.
With reference to Fig. 4 and Fig. 5, described additional mass 20 also can be independently cell block, and circumferentially arrange one group uniformly at intervals along pier body 10 top, each cell block is connected with pier body 10 sidewall by corresponding elastic component 22.When being applied to over-height pier, cell block arranges many groups along the longitudinal separation of pier body 10.
Some principles of the above the utility model passive type dynamic absorber bridge pier that just explains through diagrams, be not the utility model to be confined to shown in and in described concrete structure and the scope of application, therefore every corresponding modify of being likely utilized and equivalent, all belong to the scope of the claims that the utility model is applied for.
Claims (4)
1. passive type dynamic absorber bridge pier, comprise pier body (10), it is characterized in that: be provided with additional mass (20) outside described pier body (10) upper portion side wall, additional mass (20) is connected with pier body (10) sidewall by elastic component (22).
2. passive type dynamic absorber bridge pier as claimed in claim 1, it is characterized in that: described pier body (10) top is fixedly installed supporting member (11), additional mass (20) is positioned at supporting member (11) below, and is formed by connecting elements (21) and supporting member (11) and flexibly connect.
3. passive type dynamic absorber bridge pier as claimed in claim 1, is characterized in that: described additional mass (20) is annular construction member, is placed on outside pier body (10) perisporium.
4. passive type dynamic absorber bridge pier as claimed in claim 2, it is characterized in that: described additional mass (20) is independently cell block, arrange one group along pier body (10) top spaced radial is uniform, or arrange many groups along the axially spaced-apart of pier body (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420319835.9U CN204185763U (en) | 2014-06-16 | 2014-06-16 | Passive type dynamic absorber bridge pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420319835.9U CN204185763U (en) | 2014-06-16 | 2014-06-16 | Passive type dynamic absorber bridge pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204185763U true CN204185763U (en) | 2015-03-04 |
Family
ID=52617774
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420319835.9U Expired - Fee Related CN204185763U (en) | 2014-06-16 | 2014-06-16 | Passive type dynamic absorber bridge pier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204185763U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106120545A (en) * | 2016-08-24 | 2016-11-16 | 中铁二院工程集团有限责任公司 | A kind of method utilizing beam body to improve anti-seismic performance of beam bridge |
| CN108374329A (en) * | 2018-04-23 | 2018-08-07 | 大连理工大学 | A kind of hydraulicdriven accelerating quality damping system |
| US10815627B2 (en) | 2016-08-24 | 2020-10-27 | China Railway Eryuan Engineering Group Co., Ltd. | Method for improving seismic performance of bridge by using beam body and energy dissipation and seismic mitigation bridge bearing |
| CN112523073A (en) * | 2020-11-20 | 2021-03-19 | 东南大学 | Thin-wall pier for arranging periodic oscillator |
-
2014
- 2014-06-16 CN CN201420319835.9U patent/CN204185763U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106120545A (en) * | 2016-08-24 | 2016-11-16 | 中铁二院工程集团有限责任公司 | A kind of method utilizing beam body to improve anti-seismic performance of beam bridge |
| CN106120545B (en) * | 2016-08-24 | 2018-01-19 | 中铁二院工程集团有限责任公司 | A kind of method that anti-seismic performance of beam bridge is improved using beam body |
| US10815627B2 (en) | 2016-08-24 | 2020-10-27 | China Railway Eryuan Engineering Group Co., Ltd. | Method for improving seismic performance of bridge by using beam body and energy dissipation and seismic mitigation bridge bearing |
| CN108374329A (en) * | 2018-04-23 | 2018-08-07 | 大连理工大学 | A kind of hydraulicdriven accelerating quality damping system |
| CN112523073A (en) * | 2020-11-20 | 2021-03-19 | 东南大学 | Thin-wall pier for arranging periodic oscillator |
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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: 20150304 |