CN109267475B - Bridge pier of overhead bridge - Google Patents

Bridge pier of overhead bridge Download PDF

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Publication number
CN109267475B
CN109267475B CN201811471779.XA CN201811471779A CN109267475B CN 109267475 B CN109267475 B CN 109267475B CN 201811471779 A CN201811471779 A CN 201811471779A CN 109267475 B CN109267475 B CN 109267475B
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Prior art keywords
supporting
bridge pier
support
cavity
pier
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CN201811471779.XA
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CN109267475A (en
Inventor
楼栋梁
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Dongyang Zhongao Construction Engineering Co.,Ltd.
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Dongyang Zhongao Construction Engineering Co ltd
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/02Piers; Abutments ; Protecting same against drifting ice

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention discloses an overhead bridge pier, which comprises a support column arranged on the bridge pier, wherein an assembly cavity with an opening at the upper end and the lower end is formed in the middle of the support column, an assembly section with the outer diameter smaller than that of the bridge pier is arranged on the bridge pier, the assembly cavity is arranged on the assembly section, a support ring is respectively arranged at the upper end and the lower end of the support column, the support ring extends towards the outer side end of the bridge pier and is flush with the outer side surface of the bridge pier, a buffer cavity is formed between the upper support ring and the lower support ring, a plurality of support rods are arranged in the buffer cavity in an annular mode, and the support rods support the upper support ring and the lower support ring. The pier has enough supporting force and good anti-collision capacity, and can effectively reduce the vehicle collision force, reduce the vehicle collision damage degree and reduce the pier damage degree.

Description

Bridge pier of overhead bridge
Technical Field
The invention relates to the field of bridge protection, in particular to an overhead bridge pier.
Background
Highway overpass sets up on ground road, be used for the vehicle reposition of redundant personnel, promote vehicle circulation speed, overpass sets up and needs to use a large amount of piers at ground road, these piers support on road is subaerial, because road subaerial car flow is big, these naked piers are very easily by the vehicle striking, although the pier is bulky, but very necessary to the protection of pier, large vehicle's impact degree is very big, if not protect, then make the bearing capacity of pier change after the striking of a time very probably, bring unpredictable danger. Furthermore, since the pier is bulky, the vehicle is damaged to a very large extent when it is inadvertently bumped against the pier due to an accident. In the prior art, people wrap a spongy soft layer or other protective materials on the outer wall of the pier, but the attractiveness of the pier is seriously affected by the method, the buffering effect is very poor, the vehicle is likely to be bounced off after being impacted, the safety performance is not good, and no functional effect is generated except for collision prevention.
Disclosure of Invention
The invention aims to provide an overhead bridge pier which has enough supporting force and good anti-collision capacity, can effectively reduce the vehicle collision force, reduce the vehicle collision damage degree, reduce the pier damage degree, reduce the vehicle rebound distance, increase the use function and overcome the defects in the background technology.
The invention is realized by the following technical scheme: the utility model provides an overhead bridge pier, is including installing the support column on the bridge pier, lower extreme open-ended assembly chamber about one is seted up to the centre of support column, is provided with the assembly section that one section external diameter is less than the bridge pier on the bridge pier, and the assembly chamber is installed on the assembly section, and a support ring is installed respectively to the upper and lower end of support column, and the support ring towards the extension of bridge pier outside end and with bridge pier lateral surface parallel and level, form a cushion chamber between the upper and lower support ring, install many spinal branch vaulting poles in the cushion chamber, many spinal branch vaulting poles are the annular setting in the cushion chamber, two support rings about many spinal branch vaulting poles support.
As a preferable technical scheme, the upper end and the lower end of the supporting rod are vertically pressed through the supporting rings on the upper surface and the lower surface, and the upper end and the lower end of the supporting rod are respectively welded on the supporting rings on the upper end and the lower end.
As the preferred technical scheme, the supporting rods respectively comprise an intermediate rod and two connecting sections, the intermediate rod is arranged between the two connecting sections, the upper end and the lower end of the intermediate rod are respectively provided with a concave cavity, a spring is fixedly welded in the concave cavity, one end of the spring extends out of the outer side surface of the concave cavity, the extending end of the spring is fixedly welded with the end surface of the connecting section, and the connecting section compresses the spring on the inner wall of the concave cavity.
As the preferred technical scheme, the structure of support ring and support column formula as an organic whole, its whole is "worker" font, and all adopts stereoplasm steel, sliding contact between assembly intracavity wall and the pier of support ring, and the support column is spliced mutually by two semicylinder structures and is formed a cylindricality structure, and the splice department welded fastening.
Preferably, a sound absorption structure is mounted outside the supporting column.
As preferred technical scheme, inhale the sound structure and include the solid fixed ring of round, gu fixed ring's lateral surface is provided with the annular chamber of round, and the annular intracavity is filled has the sound cotton of inhaling, inhales the solid fixed ring lateral surface of cotton lateral surface protrusion of sound.
As a preferred technical scheme, warning paint is smeared outside the plurality of supporting rods.
The invention has the beneficial effects that: when the supporting rods are impacted laterally, the supporting columns can be separated from each other, so that a vehicle has a yielding, the rebound distance of the vehicle is reduced, and the force and the damage degree of the vehicle during impact are reduced;
when the vehicle side strikes on many spinal branch vaulting poles, can utilize many spinal branch vaulting poles to drive the relative pier rotation of whole root support column, offset the impact through the revolving force, reduce the impact to the bridge and reduce the impaired degree of vehicle.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the internal structure of the present invention;
fig. 3 is a schematic structural view of the support bar of the present invention.
Detailed Description
As shown in fig. 1 and fig. 2, this elevated bridge pier, including installing support column 5 on bridge pier 1, the lower extreme open-ended assembly chamber about one is seted up to the centre of support column 5, be provided with one section external diameter on bridge pier 1 and be less than the assembly section of bridge pier, the assembly chamber is installed on the assembly section, a support ring 2 is installed respectively to the upper and lower end of support column 5, support ring 2 extends and with 1 lateral surface parallel and level of bridge pier towards 1 outside end of bridge pier, form a cushion chamber 7 between upper and lower support ring 2, install many spinal branchs vaulting pole 3 in the cushion chamber 7, many spinal branchs vaulting pole 3 are the annular and set up in the cushion chamber, two spinal branchs vaulting pole 2 about many spinal branchs vaulting pole 3 support.
Wherein, the upper and lower ends of the supporting rod 3 are vertically compressed by the supporting rings 2 at the upper and lower surfaces, and the upper and lower ends of the supporting rod 3 are respectively welded on the supporting rings 2 at the upper and lower ends. Therefore, when the support is not impacted, the support rods are used as supports, a good support effect is achieved, and the overall support strength is guaranteed.
In this embodiment, as shown in fig. 3, each of the support rods 3 includes a middle rod 303 and two connecting sections 302, the middle rod 303 is disposed between the two connecting sections 302, a cavity is respectively disposed at an upper end and a lower end of the middle rod 303, a spring 301 is welded and fixed in the cavity, one end of the spring 301 extends out of an outer side surface of the cavity, the extending end of the spring is welded and fixed with an end surface of the connecting section 302, and the connecting section 302 compresses the spring 301 on an inner wall of the cavity. When the vehicle striking, can strike on the intermediate lever of bracing piece, make intermediate lever and the linkage segment of last lower extreme take place the displacement, make intermediate lever and linkage segment separation, the vehicle can be fine like this cushions through the intermediate lever, because through spring elastic connection between intermediate lever and the linkage segment of last lower extreme, utilize the spring as elastic buffer after being strikeed, the vehicle can not strike on the pier like this, only can offset by the intermediate lever of displacement, because the intermediate lever displacement, also can reduce the impaired degree of intermediate lever equally, reduce economic loss.
Because the pier is bulky, the vehicle is after striking on the intermediate lever, the intermediate lever displacement, and the locomotive of vehicle can partly block in the buffer chamber, and the intermediate lever of vehicle both sides can block the locomotive and hit partial both sides into this moment, prevents the vehicle displacement, reduces the secondary traffic accident that the vehicle bounce-back appears.
Wherein, the structure of support ring 2 and support column 5 formula as an organic whole, it is whole to be "worker" font, and all adopts stereoplasm steel, sliding contact between assembly intracavity wall of support ring and the pier, and the support column is spliced mutually by two semicylinder structures and is formed a cylindricality structure, and the splice department welded fastening.
In this embodiment, the externally mounted of support column 5 has sound absorbing structure, and sound absorbing structure includes solid fixed ring 4 of round, and solid fixed ring 4's lateral surface is provided with the annular chamber of round, and the annular intracavity is filled and is had sound cotton 6 of inhaling, inhales the solid fixed ring 4 lateral surfaces of 6 lateral surfaces protrusions of sound cotton. Because the bridge pier is arranged under the platform bridge, the noise of the vehicle is high, the attraction structure is hidden in the bridge pier, the noise can be well reduced, other noise reduction structures are not needed to be arranged outside, the noise reduction problem can be solved, and the protruding sound absorption cotton can be used as the buffer of the vehicle.
Wherein, the outside of many spinal branchs vaulting pole 3 all is scribbled warning paint. Light irradiation in the vehicle driving process is on the bracing piece, increases warning effect through warning paint, tells the vehicle to keep away from pier one side, reduces the striking.
The invention has the beneficial effects that: when the supporting rods are impacted laterally, the supporting columns can be separated from each other, so that a vehicle has a yielding, the rebound distance of the vehicle is reduced, and the force and the damage degree of the vehicle during impact are reduced;
when the vehicle side strikes on many spinal branch vaulting poles, can utilize many spinal branch vaulting poles to drive the relative pier rotation of whole root support column, offset the impact through the revolving force, reduce the impact to the bridge and reduce the impaired degree of vehicle.
The above description is only an embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that are not thought of through the inventive work should be included in the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope defined by the claims.

Claims (5)

1. The utility model provides an overhead bridge pier which characterized in that: the supporting device comprises a supporting column arranged on a bridge pier, wherein an assembly cavity with an opening at the upper end and the lower end is formed in the middle of the supporting column, an assembly section with the outer diameter smaller than that of the bridge pier is arranged on the bridge pier, the assembly cavity is arranged on the assembly section, a supporting ring is respectively arranged at the upper end and the lower end of the supporting column, the supporting rings extend towards the outer side end of the bridge pier and are flush with the outer side surface of the bridge pier, a buffer cavity is formed between the upper supporting ring and the lower supporting ring, a plurality of supporting rods are arranged in the buffer cavity, the plurality of supporting rods are annularly arranged in the buffer cavity, and the plurality of supporting rods support the upper supporting ring and the lower supporting ring; the upper end and the lower end of the supporting rod are vertically compressed through the supporting rings on the upper surface and the lower surface, and the upper end and the lower end of the supporting rod are respectively welded on the supporting rings on the upper end and the lower end; the bracing piece all includes a middle pole and two sections linkage segments, and the middle pole sets up between two linkage segments, and the upper and lower end of middle pole sets up a cavity respectively, all welded fastening a spring in the cavity, and the one end of spring stretches out in the lateral surface of cavity, and its terminal surface welded fastening who stretches out end and linkage segment, the linkage segment is with the spring compression at the cavity inner wall.
2. The overhead bridge pier of claim 1, wherein: the structure of support ring and support column formula as an organic whole, it is whole to be "worker" font, and all adopts stereoplasm steel, sliding contact between the assembly intracavity wall of support ring and the pier, and a cylindricality structure is constituteed by two semicylinder structures splice mutually to the support column, and splice department welded fastening.
3. The overhead bridge pier of claim 1, wherein: and the sound absorption structure is arranged outside the supporting column.
4. The overhead bridge pier of claim 3, wherein: inhale the sound structure and include the solid fixed ring of round, gu fixed ring's lateral surface is provided with the annular chamber of round, and the annular intracavity is filled has the sound cotton of inhaling, inhales the solid fixed ring lateral surface of cotton lateral surface protrusion of sound.
5. The overhead bridge pier of claim 1, wherein: warning paint is smeared outside the support rods.
CN201811471779.XA 2018-12-04 2018-12-04 Bridge pier of overhead bridge Active CN109267475B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811471779.XA CN109267475B (en) 2018-12-04 2018-12-04 Bridge pier of overhead bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811471779.XA CN109267475B (en) 2018-12-04 2018-12-04 Bridge pier of overhead bridge

Publications (2)

Publication Number Publication Date
CN109267475A CN109267475A (en) 2019-01-25
CN109267475B true CN109267475B (en) 2021-07-30

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Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100787515B1 (en) * 2007-09-21 2007-12-21 주식회사 태조엔지니어링 Cover for protecting post of railroad bridge
CN101168960B (en) * 2007-11-27 2010-09-01 陈兆红 Dock crash-proof cushion
CN206279477U (en) * 2016-11-14 2017-06-27 国家电网公司 Anticollision electric pole
CN207347910U (en) * 2017-09-30 2018-05-11 安徽虹达道路桥梁工程有限公司 A kind of urban viaduct anticollision device of pier
CN207904755U (en) * 2018-02-22 2018-09-25 刘�东 A kind of bridge pier with impact attenuation device
CN109056503B (en) * 2018-09-13 2020-07-28 王辉 Public road bridge roof beam buffer stop

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