CN201896287U - Buffer device for collision-preventing structure of bridge pier - Google Patents
Buffer device for collision-preventing structure of bridge pier Download PDFInfo
- Publication number
- CN201896287U CN201896287U CN201020672569XU CN201020672569U CN201896287U CN 201896287 U CN201896287 U CN 201896287U CN 201020672569X U CN201020672569X U CN 201020672569XU CN 201020672569 U CN201020672569 U CN 201020672569U CN 201896287 U CN201896287 U CN 201896287U
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- piston
- buffer
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- piston rod
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 20
- 239000010959 steel Substances 0.000 claims abstract description 20
- 239000000758 substrate Substances 0.000 claims description 7
- 230000000694 effects Effects 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000003139 buffering effect Effects 0.000 description 6
- 238000013461 design Methods 0.000 description 4
- 238000001125 extrusion Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 239000013536 elastomeric material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 235000019994 cava Nutrition 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000013022 venting Methods 0.000 description 1
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Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
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- Bridges Or Land Bridges (AREA)
Abstract
桥墩防撞结构中用的缓冲装置，解决当船只撞击桥墩防撞结构后，尽量减小对桥墩的受损程度，进而保护桥墩的技术问题，采用的方案是，缓冲装置定位在桥墩周边的基板与防撞结构最外层的防撞钢梁之间，关键是：所述的缓冲装置的结构是：活塞套筒和活塞杆分别定位在基板与防撞钢梁上，组成具有滑动自由度的活塞式钢套筒。本实用新型的有益效果是，由活塞式结构组成的缓冲机构好，以及第一弹簧的保护作用使得缓冲效果明显，进一步减少了桥墩的受损程度。
The buffer device used in the anti-collision structure of the pier solves the technical problem of minimizing the damage to the pier after the ship hits the anti-collision structure of the pier, and then protects the pier. The adopted solution is that the buffer device is positioned on the base plate around the pier Between the anti-collision steel beam on the outermost layer of the anti-collision structure, the key is: the structure of the buffer device is: the piston sleeve and the piston rod are respectively positioned on the base plate and the anti-collision steel beam to form a sliding structure with a degree of freedom Piston-type steel sleeve. The beneficial effect of the utility model is that the buffer mechanism composed of the piston structure is good, and the protection effect of the first spring makes the buffer effect obvious, further reducing the damage degree of the bridge pier.
Description
Technical field
The utility model belongs to on-water bridge anti-collision technique field, relates to the buffer of using in the pier anticollision structure, particularly can reduce the bridge pier extent of damage by buffering energy-absorbing, has the function of protection bridge pier.
Background technology
The bridge construction in river, river, lake, sea of jumping in the world wide is carried out rapidly, and the construction of large bridge can be alleviated traffic pressure, promote water route, land communications, but for water craft, bridge but is a cultural obstacle.Because all many-sided factors such as natural environment, navigation environment, boats and ships situation, Ship Controling person and managers, the serious accident that causes boats and ships and bridge to bump worldwide all takes place every year.According to statistics, in 1960～1993 years 33 years, the whole world has reached 29 because of the large bridge that the ship bump causes damaging, and wherein the U.S. is 15, and death toll is 321 people; At home, the accident of navigating ship bump bridge exists for a long time at large, and operation has caused very big harm to bridge security, especially causes bridge floor to come off in the river because of the ship bump at Jiujiang, Guangzhou in 2007 cable stayed bridge, has caused huge casualties.Therefore, become everybody common recognition to there being the current bridge of boats and ships that anti-collision facility is set.
The structure of bridge-collision-avoidance generally adopts buffer structure, the energy that ship bump back is produced absorbs part energy by elastomeric material, but because ship is very heavy, the energy of bump will be far longer than the energy of elastomeric material distortion back buffering, therefore the effect of playing in the actual collision process is not clearly, in addition still can cause the bridge pier crack, structure such as bridge caves in.Therefore, in art technology, also need the buffer structure in the bridge-collision-avoidance structure is further improved, really can play a protective role bridge.
Summary of the invention
The purpose of this utility model is in order to solve after ship bump pier anticollision structure; reduce the extent of damage to bridge pier as far as possible; and then the technical problem of protection bridge pier; designed the buffer of using in a kind of pier anticollision structure; setting by the piston type buffer gear; after collision takes place; buffer gear can make the energy compression piston bar of bump; the reaction force of piston rod is resisted the energy of bump by air in the piston; reach the purpose of buffering at last by the form of slow venting, effectively protect bridge pier.
The utility model for realizing the technical scheme that goal of the invention adopts is, the buffer of using in the pier anticollision structure, be positioned between the substrate and the outermost crashproof girder steel of anti-collision structure of bridge pier periphery, key is: the structure of described buffer is: piston sleeve and piston rod are positioned at respectively on substrate and the crashproof girder steel, form the piston type steel bushing with free sliding degree.
Further be improved to: the external surface at the piston type steel bushing also is with first spring; Between the termination of the tube end and the piston rod of piston sleeve, also be provided with second spring.
The anti-collision structure of the utility model design is a principle of having utilized buffer piston; meeting extrusion piston bar after anti-collision structure produces deformation; and then the gas in the extrusion piston sleeve; the process that gas slowly discharges is as the buffer protection layer; increasing by first spring on the piston sleeve again and in piston sleeve, increasing by second spring in addition; can further increase the time of ship bump bridge pier, reduce to clash into the energy of bridge pier as much as possible, thereby reach the purpose of protection bridge pier.
The beneficial effects of the utility model are, the buffer gear of being made up of piston cylinder operator is good, and the protective effect of first spring makes buffering effect obvious, have further reduced the extent of damage of bridge pier.
Below in conjunction with accompanying drawing the utility model is elaborated.
Description of drawings
Fig. 1 is the specific embodiment structure chart of the utility model buffer.
Fig. 2 is another example structure figure of the utility model buffer.
In the accompanying drawing, the 1st, substrate, the 2nd, piston type steel bushing, 2-1 are piston sleeves, 2-2 is a piston rod, 2-3 is second spring, and 2-4 is a shaft sleeve, and 2-5 is a multi-directional ball, and 2-6 is the convex surface briquetting, 2-7 is the yielding rubber cover, the 3rd, and crashproof girder steel, 4 is first springs, the 5th, bridge pier.
The specific embodiment
Referring to Fig. 1, the buffer of using in the pier anticollision structure, be positioned between the substrate 1 and the outermost crashproof girder steel 3 of anti-collision structure of bridge pier 5 peripheries, key is: the structure of described buffer is: piston sleeve 2-1 and piston rod 2-2 are positioned at respectively on substrate 1 and the crashproof girder steel 3, form the piston type steel bushing 2 with free sliding degree.
The anti-collision structure of the utility model design is a principle of having utilized buffer piston; crashproof girder steel 3 is as the first floor protection structure of bridge pier; meeting extrusion piston bar 2-2 after the generation deformation, and then the gas among the extrusion piston sleeve 2-1, the process that gas slowly discharges is as second layer buffer protection layer.
External surface at piston type steel bushing 2 also is with first spring 4, further makes the time that increases ship bump bridge pier 5.
Between the termination of the tube end and the piston rod 2-2 of piston sleeve 2-1, also be provided with the second spring 2-3.Also can increase the elastic buffer ability between piston sleeve 2-1 and the piston rod 2-2.
Also be provided with shaft sleeve 2-4 in piston type steel bushing 2, piston sleeve 2-1 and piston rod 2-2 form the revolute pair of horizontal direction by shaft sleeve 2-4.When ship's side is clashed into, can not relatively rotate between piston sleeve 2-1 and the piston rod 2-2, then can cause the junction distortion of piston sleeve 2-1 and piston rod 2-2, thereby can't carry out normal piston type motion, therefore can provide certain rotational freedom after shaft sleeve 2-4 being set, when piston rod 2-2 has less rotation, still can in piston sleeve 2-1, slide.
Referring to Fig. 2, the end of piston rod 2-2 also is provided with the convex surface briquetting 2-6 supporting with the second spring 2-3, and piston rod 2-2 and convex surface briquetting 2-6 are hinged by multi-directional ball 2-5.
Also be coated with yielding rubber cover 2-7 in the junction of piston rod 2-2 and convex surface briquetting 2-6.
The purpose of the utility model bridge-collision-avoidance facility is to prevent bridge because of the design ability to bear of ship impact force above bridge pier 5, the protection bridge structure safe.By adopting multi-form anti-collision facility, the impact that reduces boats and ships reaches bridge pier 5, perhaps by buffering energy-dissipating and collision-preventing facility, prolongs the collision time of boats and ships, reduces ship impact force, thereby finally protects bridge security.Anti-collision facility need design according to factors such as the type of the speed of the profile of the position of the impact resistance of bridge pier self, bridge pier, bridge pier, current, SEA LEVEL VARIATION situation, navigation boats and ships, impact velocities.Anti-collision facility generally should satisfy following requirement: the boats and ships energy to collision carries out the energy dissipating buffering; The boats and ships that clash under various water level conditions can not directly touch Dun Bi; Anti-collision facility can not influence the navigation in navigation channel, and it is as far as possible little to take the navigation channel scope; Should as far as possible reduce the to open the navigation or air flight damage of boats and ships of the layout of various padded coamings; Anti-collision facility manufacture, installation, maintenance and repairing better economy; Anti-collision facility has good reliability and safety etc.
Claims (6)
1. the buffer of using in the pier anticollision structure, be positioned between the substrate (1) and the outermost crashproof girder steel of anti-collision structure (3) of bridge pier (5) periphery, it is characterized in that: the structure of described buffer is: piston sleeve (2-1) and piston rod (2-2) are positioned at respectively on substrate (1) and the crashproof girder steel (3), form the piston type steel bushing (2) with free sliding degree.
2. the buffer of using in the pier anticollision structure according to claim 1 is characterized in that: the external surface at piston type steel bushing (2) also is with first spring (4).
3. the buffer of using in the pier anticollision structure according to claim 1 is characterized in that: also be provided with second spring (2-3) between the termination of the tube end and the piston rod (2-2) of piston sleeve (2-1).
4. the buffer of using in the pier anticollision structure according to claim 1, it is characterized in that: also be provided with shaft sleeve (2-4) in piston type steel bushing (2), piston sleeve (2-1) and piston rod (2-2) form the revolute pair of horizontal direction by shaft sleeve (2-4).
5. the buffer of using in the pier anticollision structure according to claim 3, it is characterized in that: the end of piston rod (2-2) also is provided with the convex surface briquetting (2-6) supporting with second spring (2-3), and piston rod (2-2) is hinged by multi-directional ball (2-5) with convex surface briquetting (2-6).
6. the buffer of using in the pier anticollision structure according to claim 5 is characterized in that: the junction at piston rod (2-2) and convex surface briquetting (2-6) also is coated with yielding rubber cover (2-7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020672569XU CN201896287U (en) | 2010-12-21 | 2010-12-21 | Buffer device for collision-preventing structure of bridge pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020672569XU CN201896287U (en) | 2010-12-21 | 2010-12-21 | Buffer device for collision-preventing structure of bridge pier |
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| Publication Number | Publication Date |
|---|---|
| CN201896287U true CN201896287U (en) | 2011-07-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201020672569XU Expired - Lifetime CN201896287U (en) | 2010-12-21 | 2010-12-21 | Buffer device for collision-preventing structure of bridge pier |
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Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535652A (en) * | 2012-01-16 | 2012-07-04 | 华北水利水电学院 | Shock-absorbing device of shockproof joint |
| CN103696360A (en) * | 2013-12-30 | 2014-04-02 | 南阳理工学院 | Anti-collision device of pier |
| CN103924555A (en) * | 2014-03-19 | 2014-07-16 | 哈尔滨工程大学 | Active ship-collision preventing device of bridge |
| CN103993583A (en) * | 2014-04-29 | 2014-08-20 | 浙江海洋学院 | Wharf buffering facility |
| CN104005331A (en) * | 2014-05-29 | 2014-08-27 | 江苏博泓新材料科技有限公司 | Pier collision prevented device with multiple buffering protection structures |
| CN105648943A (en) * | 2016-03-02 | 2016-06-08 | 孟国华 | Reinforced buffer isolation pier |
| CN105672174A (en) * | 2016-02-06 | 2016-06-15 | 武汉市政工程设计研究院有限责任公司 | Buffering energy dissipation anti-collision barrel used for road |
| CN105735201A (en) * | 2016-03-21 | 2016-07-06 | 浙江海洋学院 | Wharf anti-collision device |
| CN106930180A (en) * | 2017-03-10 | 2017-07-07 | 中国市政工程中南设计研究总院有限公司 | A kind of damping anti-fall girder apparatus for preventing prefabricated beam bridge from longitudinally coming off |
| CN107938560A (en) * | 2017-11-01 | 2018-04-20 | 中铁大桥勘测设计院集团有限公司 | A kind of energy-consuming device and anti-collision facility |
| CN108412084A (en) * | 2018-05-17 | 2018-08-17 | 巴中华兴杭萧建设有限公司 | A kind of combination load-bearing wall member production of steel construction and construction method |
| CN108824369A (en) * | 2018-09-03 | 2018-11-16 | 佛山科学技术学院 | A kind of anticollision device of pier |
| CN109653131A (en) * | 2018-12-26 | 2019-04-19 | 长安大学 | A kind of three-level energy dissipating unit and energy dissipating guard bar device |
| CN109914231A (en) * | 2019-04-22 | 2019-06-21 | 张建伟 | A kind of express highway overbridge |
| CN110616675A (en) * | 2019-09-30 | 2019-12-27 | 江苏交通控股有限公司 | Bridge pile foundation combined type crumpling anti-torsion anti-collision system and construction method thereof |
| CN111390855A (en) * | 2020-03-03 | 2020-07-10 | 浙江工贸职业技术学院 | Bench worker basis is real standard room equipment |
| CN112554052A (en) * | 2020-12-01 | 2021-03-26 | 成盛建设集团有限公司 | Anticollision formula bridge railing |
| CN112900247A (en) * | 2021-01-21 | 2021-06-04 | 姚华 | A public road bridge roof beam buffer for municipal bridge engineering |
| CN113356146A (en) * | 2021-06-30 | 2021-09-07 | 孙二豹 | Pier protection device |
-
2010
- 2010-12-21 CN CN201020672569XU patent/CN201896287U/en not_active Expired - Lifetime
Cited By (26)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535652A (en) * | 2012-01-16 | 2012-07-04 | 华北水利水电学院 | Shock-absorbing device of shockproof joint |
| CN103696360B (en) * | 2013-12-30 | 2015-08-26 | 南阳理工学院 | A kind of anticollision device of pier |
| CN103696360A (en) * | 2013-12-30 | 2014-04-02 | 南阳理工学院 | Anti-collision device of pier |
| CN103924555A (en) * | 2014-03-19 | 2014-07-16 | 哈尔滨工程大学 | Active ship-collision preventing device of bridge |
| CN103924555B (en) * | 2014-03-19 | 2015-12-02 | 哈尔滨工程大学 | The anti-ship collision device of a kind of bridge main dynamic formula |
| CN103993583A (en) * | 2014-04-29 | 2014-08-20 | 浙江海洋学院 | Wharf buffering facility |
| CN104005331A (en) * | 2014-05-29 | 2014-08-27 | 江苏博泓新材料科技有限公司 | Pier collision prevented device with multiple buffering protection structures |
| CN105672174A (en) * | 2016-02-06 | 2016-06-15 | 武汉市政工程设计研究院有限责任公司 | Buffering energy dissipation anti-collision barrel used for road |
| CN105672174B (en) * | 2016-02-06 | 2017-11-14 | 武汉市政工程设计研究院有限责任公司 | A kind of buffering energy-dissipating and collision-preventing bucket for road |
| CN105648943A (en) * | 2016-03-02 | 2016-06-08 | 孟国华 | Reinforced buffer isolation pier |
| CN105735201A (en) * | 2016-03-21 | 2016-07-06 | 浙江海洋学院 | Wharf anti-collision device |
| CN105735201B (en) * | 2016-03-21 | 2018-07-20 | 浙江海洋学院 | A kind of dock crash-proof equipment |
| CN106930180A (en) * | 2017-03-10 | 2017-07-07 | 中国市政工程中南设计研究总院有限公司 | A kind of damping anti-fall girder apparatus for preventing prefabricated beam bridge from longitudinally coming off |
| CN106930180B (en) * | 2017-03-10 | 2018-08-24 | 中国市政工程中南设计研究总院有限公司 | A kind of damping anti-fall girder apparatus for preventing prefabricated beam bridge from longitudinally falling off |
| CN107938560A (en) * | 2017-11-01 | 2018-04-20 | 中铁大桥勘测设计院集团有限公司 | A kind of energy-consuming device and anti-collision facility |
| CN107938560B (en) * | 2017-11-01 | 2021-01-15 | 中铁大桥勘测设计院集团有限公司 | Energy consumption device and anti-collision facility |
| CN108412084A (en) * | 2018-05-17 | 2018-08-17 | 巴中华兴杭萧建设有限公司 | A kind of combination load-bearing wall member production of steel construction and construction method |
| CN108824369A (en) * | 2018-09-03 | 2018-11-16 | 佛山科学技术学院 | A kind of anticollision device of pier |
| CN109653131A (en) * | 2018-12-26 | 2019-04-19 | 长安大学 | A kind of three-level energy dissipating unit and energy dissipating guard bar device |
| CN109914231A (en) * | 2019-04-22 | 2019-06-21 | 张建伟 | A kind of express highway overbridge |
| CN110616675A (en) * | 2019-09-30 | 2019-12-27 | 江苏交通控股有限公司 | Bridge pile foundation combined type crumpling anti-torsion anti-collision system and construction method thereof |
| CN110616675B (en) * | 2019-09-30 | 2021-04-09 | 江苏交通控股有限公司 | Bridge pile foundation combined type crumpling anti-torsion anti-collision system and construction method thereof |
| CN111390855A (en) * | 2020-03-03 | 2020-07-10 | 浙江工贸职业技术学院 | Bench worker basis is real standard room equipment |
| CN112554052A (en) * | 2020-12-01 | 2021-03-26 | 成盛建设集团有限公司 | Anticollision formula bridge railing |
| CN112900247A (en) * | 2021-01-21 | 2021-06-04 | 姚华 | A public road bridge roof beam buffer for municipal bridge engineering |
| CN113356146A (en) * | 2021-06-30 | 2021-09-07 | 孙二豹 | Pier protection device |
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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 |
Address after: Daqing road 053000 Hengshui province Hebei City Taocheng District No. 27 Patentee after: Heng an Polytron Technologies Inc Address before: Daqing road 053000 Hengshui province Hebei City Taocheng District No. 27 Patentee before: Hengshui Rubber Co., Ltd. |
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| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110713 |