CN202989764U - Anticollision device of bridge pier - Google Patents
Anticollision device of bridge pier Download PDFInfo
- Publication number
- CN202989764U CN202989764U CN201220658414XU CN201220658414U CN202989764U CN 202989764 U CN202989764 U CN 202989764U CN 201220658414X U CN201220658414X U CN 201220658414XU CN 201220658414 U CN201220658414 U CN 201220658414U CN 202989764 U CN202989764 U CN 202989764U
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- Prior art keywords
- bridge pier
- corrugated steel
- collision
- anticollision device
- layer
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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
The utility model discloses an anticollision device of a bridge pier which comprises a plurality of corrugated steel plate buffer layers, wherein an innermost corrugated steel plate buffer layer (2) is fixedly connected with the bridge pier (1), adjacent corrugated steel plate buffer layers are fixedly connected and trends of corrugated lines of the adjacent corrugated steel plate buffer layers are vertical to each other, an outermost corrugated steel plate buffer layer (4) is enabled to surround the bridge pier (1) to form a tubular protective layer, and the trends of the corrugated lines are tangential directions of a certain wave crest on a transversal surface of a corrugated steel plate. The anticollision device of the bridge pier has the advantages of being convenient to construct and repair, and capable of saving materials and greatly reducing an injury degree of the pier.
Description
Technical field
The utility model relates to bridge road field, relates in particular to a kind of anticollision device, collision-prevention device of bridge pier.
Background technology
Anticollision device of pier is a kind of endergonic structure.Distortion by device absorbs collision energy, and changes the accident vehicle direction with the protection bridge pier, also will reduce to greatest extent the damage to the passenger in the protection bridge pier.Traditional bridge pier protector has the crashproof fence of rigidity and flexible protection fence.The crashproof fence of rigidity is that crashproof at bridge pier arranges indeformable guard bar device, principal mode is concrete guardrail, stiff safety fence has played the effect of protection bridge pier to a certain extent, but when the intensity of clashing into is larger, the rigid protection fence does not just have effective protective action, and accident vehicle or ship are caused very large damage; The flexible protection facility has larger buffering energy-absorbing performance, and principal mode is the rubber anti-collision device, but the rubber anti-collision apparatus cost is higher, can not be widely applied in each engineering, and rubber can be aging gradually in natural environment, reduces crashworthiness.If bridge pier stands in water, the protector of bridge pier not only just protects bridge pier not clashed into, and also wants to protect bridge pier not to be subject to the erosion of some corrosive substances in water body and the impact of silt.Traditional protective fence anticorrosive property is relatively poor, and after damaging, replacing needs professional construction equipment.
The utility model content
The technical problems to be solved in the utility model is, for the defects of prior art, provides a kind of anticollision device, collision-prevention device that can reduce that vehicle and bridge pier damage, installation or bridge pier easy to maintenance.
For achieving the above object, the adoptable technical scheme of the utility model is:
A kind of anticollision device, collision-prevention device of bridge pier; it comprises a plurality of corrugated steel buffer layers; the corrugated steel buffer layer of innermost layer is fixedly connected with bridge pier; adjacent corrugated steel buffer layer is fixedly connected with and ripple moves towards mutually vertical; outermost corrugated steel buffer layer is around described bridge pier; form the topping of a tubulose, described ripple trend is the tangential direction of a certain crest on the cross section of corrugated steel.
Preferably, in the anticollision device, collision-prevention device of described bridge pier: the corrugated steel buffer layer of described innermost layer is the tubulose around described bridge pier.
Preferably, in the anticollision device, collision-prevention device of described bridge pier: be provided with anticorrosive coat on described corrugated steel buffer layer.
Preferably, in the anticollision device, collision-prevention device of described bridge pier: described anticorrosive coat comprises zinc-plated topping and covers moulds layer.
Preferably, in the anticollision device, collision-prevention device of described bridge pier: described covering moulded layer for PE film (polyethylene film is preferably density polyethylene film with high HDPE).
The advantage that the anticollision device, collision-prevention device of bridge pier of the present utility model has is as follows: installation is simple, engineering quantity is little, can absorb most of energy that collision produces, and reduces the damaged condition of vehicle and wall pier.
Will be appreciated that, the feature in the above each side of the utility model can be in scope of the present utility model independent assortment, and be not subjected to the restriction of its order---as long as the technical scheme after combination drops in connotation of the present utility model.
Description of drawings
Be described further below in conjunction with the anticollision device, collision-prevention device of drawings and Examples to the utility model bridge pier, in accompanying drawing:
Fig. 1 is the structural representation in vertical section of the anticollision device, collision-prevention device of the utility model bridge pier;
Fig. 2 is the structural representation of cross section of the anticollision device, collision-prevention device of the utility model bridge pier;
Fig. 3 is the front view of corrugated steel of the present utility model;
Fig. 4 is the enlarged diagram that in Fig. 1, A is ordered.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, further illustrate the utility model, should understand these embodiments only is used for explanation the utility model and is not used in restriction scope of the present utility model, after reading the utility model, those skilled in the art all falls within the application's claim limited range to the modification of the various equivalent form of values of the present utility model.
As shown in Figure 1, the utility model discloses a kind of anticollision device, collision-prevention device of bridge pier.In the longitudinal sectional view of this anticollision device, collision-prevention device as seen: the anticollision device, collision-prevention device in this embodiment is comprised of three corrugated steel buffer layers, the most inboard corrugated steel buffer layer 2 is in a tubular form around the periphery of bridge pier 1, and adopt expansion bolt to fix, outermost corrugated steel buffer layer 4 also in a tubular form, the ripple trend of middle corrugated steel buffer layer 3 moves towards vertical with the ripple of innermost layer, outermost corrugated steel buffer layer.Ripple trend refers on the cross section of corrugated steel, and the tangential direction of a certain crest is if the waveform on cross section can use y=sin(x) expression, the ripple trend is the positive direction of x axle or opposite direction.In the utility model, tubulose comprises cylindrical tube, cuboid tubulose or other different forms, also or irregular.
Forward Fig. 2 to, in the cross sectional representation of another embodiment of this anticollision device, collision-prevention device as seen: corrugated steel buffer layer 2,3,4 is arranged in order.In other embodiments, corrugated steel buffer layer 2,3 position can be changed mutually, that is to say innermost layer the corrugated steel buffer layer the ripple trend can with the bridge pier Surface Vertical.
In conjunction with describing Fig. 3, corrugated steel of the present utility model surrounding have uniformly locating hole.
Fig. 4 is described at last, position relationship and annexation in the enlarged drawing that A is ordered between visible corrugated steel.In the figure, innermost layer and outermost corrugated steel buffer layer are shown as cross section, the tangent line of crest or trough and the Surface Vertical of bridge pier, and the Surface Vertical of the ripple of middle corrugated steel buffer layer 3 trend and bridge pier.In other embodiments, this anticollision device, collision-prevention device can also be set to more multi-layered, 2-8 layer for example, and the ripple trend of adjacent corrugated steel is mutually vertical.In the above-described embodiments, anticollision device, collision-prevention device is tubular, in actual applications, can be designed to other shapes such as rectangular-shaped or irregularly shaped according to actual conditions.
For overcoming the deficiency of background technology, utility model people provides a kind of plasticity, high strength, corrosion-resistant, the multilayer corrugated steel plate (pipe) that can be assembled into as requested difformity size and the easy construction anticollision device, collision-prevention device as bridge pier.The hard and soft merger of corrugated sheet steel has the ability of stronger absorption collision energy, and when bumping, moulding distortion occurs corrugated steel, stretches gradually, absorbs collision energy, the damage to the passenger can be dropped to minimum degree.In an embodiment, the anticollision device, collision-prevention device of corrugated steel tubular type bridge pier is divided into three layers, all adopts pin-connected panel corrugated steel (pipe), adopts between layers the high-strength corrosion-resisting bolt to connect, and the device internal layer is connected with expansion bolt with bridge pier; The internal layer of device and skin adopt hoop corrugated steel (pipe) spicing forming type around bridge pier, the vertical corrugated steel (pipe) that adopt in the intermediate layer, the damage of impact to bridge pier when further reducing to collide; On the road, the anticollision device, collision-prevention device of bridge pier is laid cement layer at the ground region of corrugated steel (pipe), connects the cement floor with screw, has so just increased the steadiness of corrugated steel (pipe).The structural representation of the corrugated steel that for this reason uses in anticollision device, collision-prevention device.Relative protective guard, corrugated steel tube not only intensity is large, corrosion-resistant, and the form of burst assembly unit makes installation very convenient.
That corrugated steel tube has is cheap, lightweight, easy construction, certain plasticity, compressive strength is high, intensity is large, the characteristics such as corrosion-resistant, can be widely used in the engineering road construction.To have corrosion resistance strong due to it, so can effectively protect bridge pier not to be subject to the erosion of corrosive substance in seawater (river) and the impact of silt.Impact in the time of more effectively subduing collision than individual layer corrugated steel tubular type anticollision device, collision-prevention device when multilayer corrugated steel pipe type anticollision device, collision-prevention device is impacted distortion; maximized protection bridge pier and accident vehicle (ship) are injury-free; and after damaging, replacing is convenient and swift, does not need professional construction equipment.Do not need traditional building material, the anti-collision facility after damage can recycling, environmental protection.
During construction, the anticollision device, collision-prevention device of corrugated steel tubular type bridge pier is according to from inside to outside, and order is from the bottom to top carried out assembly unit.First begin to install internal layer corrugated steel (pipe) bottom bridge pier, with the fixing corrugated steel (pipe) of high-strength bolt nut, on the road, anticollision device of pier can be connected corrugated steel with the ground pre-embedded bolt, and with expansion bolt, internal layer corrugated steel (pipe) is fixed on bridge pier, with the firm performance of stiffening device, the rest may be inferred, a section up installation, do not need to be installed to the top, till suitable height.Then coat weather proofing sealant, glue to be sealed after the assay was approved, beginning assembly unit intermediate layer corrugated steel (pipe), and with intermediate layer corrugated steel and internal layer corrugated steel with height doughtily bolt be connected, then the outer corrugated steel of assembly unit, method is identical with the internal layer erection method, and skin is connected with high-strength bolt with the intermediate layer, coat at last weather proofing sealant, be up to the standards.
Claims (5)
1. the anticollision device, collision-prevention device of a bridge pier; it is characterized in that: it comprises a plurality of corrugated steel buffer layers; the corrugated steel buffer layer (2) of innermost layer is fixedly connected with bridge pier (1); adjacent corrugated steel buffer layer is fixedly connected with and ripple moves towards mutually vertical; outermost corrugated steel buffer layer (4) is around described bridge pier (1); form the topping of a tubulose, described ripple trend is the tangential direction of a certain crest on the cross section of corrugated steel.
2. the anticollision device, collision-prevention device of bridge pier according to claim 1 is characterized in that: the corrugated steel buffer layer (2) of described innermost layer is the tubulose around described bridge pier.
3. the anticollision device, collision-prevention device of bridge pier according to claim 1, it is characterized in that: described corrugated steel buffer layer is provided with anticorrosive coat.
4. the anticollision device, collision-prevention device of bridge pier according to claim 3 is characterized in that: described anticorrosive coat comprises zinc-plated topping and covers moulds layer.
5. the anticollision device, collision-prevention device of bridge pier according to claim 4 is characterized in that: described covering moulded layer and is the PE film.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201220658414XU CN202989764U (en) | 2012-12-04 | 2012-12-04 | Anticollision device of bridge pier |
Applications Claiming Priority (1)
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CN201220658414XU CN202989764U (en) | 2012-12-04 | 2012-12-04 | Anticollision device of bridge pier |
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CN202989764U true CN202989764U (en) | 2013-06-12 |
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CN201220658414XU Expired - Fee Related CN202989764U (en) | 2012-12-04 | 2012-12-04 | Anticollision device of bridge pier |
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Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102953324A (en) * | 2012-12-04 | 2013-03-06 | 南京联众建设工程技术有限公司 | Anti-collision device of bridge pier |
CN103882804A (en) * | 2014-04-18 | 2014-06-25 | 江苏博泓新材料科技有限公司 | Bridge pier anti-collision protective ring |
WO2018086270A1 (en) * | 2016-11-10 | 2018-05-17 | 深圳市市政设计研究院有限公司 | Combined anti-seismic pier |
CN109629518A (en) * | 2018-12-29 | 2019-04-16 | 同济大学 | A kind of self-floating anticollision device, collision-prevention device for aqueduct |
CN109629519A (en) * | 2018-12-29 | 2019-04-16 | 同济大学 | A kind of guide tracked anti-ship collision device on the aqueduct for using setback steel web |
CN110700153A (en) * | 2019-11-19 | 2020-01-17 | 沈阳促晋科技有限公司 | Safety protection facility for road pier |
CN111088749A (en) * | 2019-12-27 | 2020-05-01 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Railway bridge passive anti-collision device and design method thereof |
CN111746740A (en) * | 2020-06-30 | 2020-10-09 | 扬州市远望橡胶有限公司 | Height-adjustable's rubber fender |
DE102021119177A1 (en) | 2021-07-23 | 2023-01-26 | Sergei Suslikov | street pole |
-
2012
- 2012-12-04 CN CN201220658414XU patent/CN202989764U/en not_active Expired - Fee Related
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102953324A (en) * | 2012-12-04 | 2013-03-06 | 南京联众建设工程技术有限公司 | Anti-collision device of bridge pier |
CN103882804A (en) * | 2014-04-18 | 2014-06-25 | 江苏博泓新材料科技有限公司 | Bridge pier anti-collision protective ring |
CN103882804B (en) * | 2014-04-18 | 2015-09-02 | 江苏博泓新材料科技有限公司 | A kind of pier anticollision guard ring |
WO2018086270A1 (en) * | 2016-11-10 | 2018-05-17 | 深圳市市政设计研究院有限公司 | Combined anti-seismic pier |
CN109629518A (en) * | 2018-12-29 | 2019-04-16 | 同济大学 | A kind of self-floating anticollision device, collision-prevention device for aqueduct |
CN109629519A (en) * | 2018-12-29 | 2019-04-16 | 同济大学 | A kind of guide tracked anti-ship collision device on the aqueduct for using setback steel web |
CN109629518B (en) * | 2018-12-29 | 2020-11-27 | 同济大学 | Self-floating anti-collision device for aqueduct |
CN110700153A (en) * | 2019-11-19 | 2020-01-17 | 沈阳促晋科技有限公司 | Safety protection facility for road pier |
CN111088749A (en) * | 2019-12-27 | 2020-05-01 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Railway bridge passive anti-collision device and design method thereof |
CN111746740A (en) * | 2020-06-30 | 2020-10-09 | 扬州市远望橡胶有限公司 | Height-adjustable's rubber fender |
DE102021119177A1 (en) | 2021-07-23 | 2023-01-26 | Sergei Suslikov | street pole |
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C14 | Grant of patent or utility model | ||
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CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130612 Termination date: 20171204 |
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CF01 | Termination of patent right due to non-payment of annual fee |