CN103122605B - A kind of transition slab at bridge head - Google Patents

A kind of transition slab at bridge head Download PDF

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Publication number
CN103122605B
CN103122605B CN201310094477.6A CN201310094477A CN103122605B CN 103122605 B CN103122605 B CN 103122605B CN 201310094477 A CN201310094477 A CN 201310094477A CN 103122605 B CN103122605 B CN 103122605B
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China
Prior art keywords
attachment strap
road surface
bridge
sub
steel plate
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CN201310094477.6A
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Chinese (zh)
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CN103122605A (en
Inventor
陈际军
严炳华
周亚国
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Jingjiang City Huaxin Technology Park Co.,Ltd.
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Ningbo Zhenhai Yifulai Culture Creativity Co Ltd
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Priority to CN201310094477.6A priority Critical patent/CN103122605B/en
Publication of CN103122605A publication Critical patent/CN103122605A/en
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Abstract

A kind of transition slab at bridge head, be made up of attachment strap, hinge, steel plate, sub-attachment strap and pile, attachment strap forms stairstepping, when bypass face, the material on road surface can additionally arrange on sub-attachment strap with continuing, and road surface and attachment strap divide echelon transition, makes the stress of foundation settlement on attachment strap, have a slow process of falling, to reduce the difference that foundation settlement causes road surface and end of the bridge, bridge floor and road surface is avoided to occur step-like drop.

Description

A kind of transition slab at bridge head
Technical field
The present invention relates to a kind of highway bridge, specifically the rebound on a kind of bridge floor and road surface.
Background technology
The road surface of highway and bridge are because of the impact of ground gene power, and the stiffness difference of road and bridge, the differential settlement of unavoidable end of the bridge, the sedimentation difference phenomenon caused.The joining place of the highways and bridges especially newly built; owing to there is larger difference in height; often can run into and jump car phenomenon; sometimes then vehicle can soar into jumping up and fall heavyly; especially the stepped drop that occurs of bridge floor and road surface; this also exists huge hidden peril of accident concerning driving, is unfavorable for traffic safety.
Summary of the invention
In order to solving problem of vehicle bump at bridge head, the invention provides a kind of transition slab at bridge head, this attachment strap and bridge floor are provided with active joint, and the other end of attachment strap can sedimentation synchronous with road surface, thus avoids bridge floor and road surface to occur step-like drop, improves the safety factor of driving.
The present invention solves the technical measures that its technical problem takes, attachment strap is made up of steel concrete, steel plate is laid in the joint face of attachment strap and end of the bridge, one of steel plate is hinged with bridge floor, below the tip side of attachment strap and end of the bridge, open semicircle groove, this groove face steel plate wraps up, below corresponding half slot, pile squeezed into by ground, semicircle is made in pile upper end, and wrap up with steel plate, the arc head of pile just in time matches by dress with the half slot of attachment strap, stairstepping is made in the other end of attachment strap, the plane of lower one deck ladder drives deep-slotted chip breaker, sub-attachment strap is laid on deep-slotted chip breaker, protruding arc head is established in the position of the corresponding deep-slotted chip breaker of sub-attachment strap, this arc head matches with the deep-slotted chip breaker of sub-attachment strap and installs, the plate face of sub-attachment strap is lower than the plate face of attachment strap, horizontal straight trough is opened on sub-attachment strap, this groove can stop the superincumbent road surface of paving to glide, when paving, the material on road surface can be laid on above sub-attachment strap with continuing, road surface and attachment strap divide echelon transition, make the stress of foundation settlement on attachment strap, have a slow process of falling, to reduce the difference that foundation settlement causes road surface and end of the bridge, bridge floor and road surface is avoided to occur step-like drop, thus reach the object improving safe driving.
The invention has the beneficial effects as follows, improve the safety factor of driving, structure is simple.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the invention will be further described.
Fig. 1 is a kind of structural representation of transition slab at bridge head.
In figure, 1, attachment strap, 2, joint face, 3, steel plate, 4, hinge, 5, half slot, 6, pile, 7. deep-slotted chip breaker, 8. sub-attachment strap, 9. arc head, 10. straight trough.
Detailed description of the invention
In FIG, attachment strap 1 is made up of steel concrete, steel plate 3 is laid in the joint face 2 of attachment strap and end of the bridge, one of steel plate is connected with bridge floor hinge 4, below the tip side of attachment strap and end of the bridge, open semicircle groove 5, this groove face steel plate wraps up, below corresponding half slot, pile 6 squeezed into by ground, pile upper end is made arc and is wrapped up with steel plate, the arc head of pile just in time matches by dress with the half slot of attachment strap, stairstepping is made in the other end of attachment strap, the plane of lower one deck ladder drives deep-slotted chip breaker 7, sub-attachment strap 8 is laid on deep-slotted chip breaker, the arc head 9 of the position projection of the corresponding deep-slotted chip breaker of sub-attachment strap, this arc head matches with the deep-slotted chip breaker of sub-attachment strap and installs, the plate face of sub-attachment strap is lower than the plate face of attachment strap, horizontal straight trough 10 is opened on sub-attachment strap, this groove can stop the superincumbent road surface of paving to glide, when paving, the material on road surface can be laid on above sub-attachment strap with continuing, road surface and attachment strap divide echelon transition, make the stress of foundation settlement on attachment strap, have one to delay and fall process, to reduce the difference that foundation settlement causes road surface and end of the bridge.

Claims (1)

1. a transition slab at bridge head, it is characterized in that: attachment strap is made up of steel concrete, steel plate is laid in the joint face of described attachment strap and end of the bridge, one of steel plate is hinged with bridge floor, below the tip side of described attachment strap and end of the bridge, open semicircle groove, this groove face steel plate wraps up, below corresponding half slot, pile squeezed into by ground, semicircle is made in pile upper end, and wrap up with steel plate, the cup head of pile just in time matches with the half slot of attachment strap and installs, stairstepping is made in the other end of described attachment strap, the plane of lower one deck ladder drives deep-slotted chip breaker, sub-attachment strap is laid on deep-slotted chip breaker, protruding arc head is established in the position of the corresponding deep-slotted chip breaker of sub-attachment strap, described arc head matches with the deep-slotted chip breaker of sub-attachment strap and installs, the plate face of described sub-attachment strap is lower than the plate face of attachment strap, horizontal straight trough is opened on sub-attachment strap, this groove can stop the superincumbent road surface of paving to glide, when paving, the material on road surface is laid on above sub-attachment strap with continuing, road surface and attachment strap divide echelon transition, make the stress of foundation settlement on attachment strap, have a slow process of falling, to reduce the difference that foundation settlement causes road surface and end of the bridge, bridge floor and road surface is avoided to occur step-like drop.
CN201310094477.6A 2013-03-24 2013-03-24 A kind of transition slab at bridge head Active CN103122605B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310094477.6A CN103122605B (en) 2013-03-24 2013-03-24 A kind of transition slab at bridge head

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310094477.6A CN103122605B (en) 2013-03-24 2013-03-24 A kind of transition slab at bridge head

Publications (2)

Publication Number Publication Date
CN103122605A CN103122605A (en) 2013-05-29
CN103122605B true CN103122605B (en) 2016-03-23

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105908618B (en) * 2016-04-14 2017-09-22 江西博慧工程技术服务有限公司 A kind of mountable double-deck transition slab at bridge head structure and construction method
CN106480821B (en) * 2016-12-20 2018-03-16 福州大学 A kind of end is constructed using the seamless bridge of arc attachment strap and its construction method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2533153Y (en) * 2002-03-20 2003-01-29 宁波市城市建设设计院 Bridge approach capable of preventing car from skipping
CN1451817A (en) * 2003-05-09 2003-10-29 华南理工大学 Chain transition device adapted for difference in settlement of building
CN2622245Y (en) * 2003-05-09 2004-06-30 华南理工大学 Bridge end chain type transitional means
RU2374383C1 (en) * 2008-06-23 2009-11-27 Государственное образовательное учреждение высшего профессионального образования Архангельский государственный технический университет Федерального агентства по образованию (Рособразование) (АГТУ) Structure for coupling of wood-and-reinforced concrete span with bridge abutment
CN102704388A (en) * 2012-06-19 2012-10-03 福州大学 Anti-seismic and anti-flood semi-integral abutment seamless bridge and construction method thereof
CN203129003U (en) * 2013-03-24 2013-08-14 宁波市镇海怡福莱文化创意有限公司 Bridge end bridging slab

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2533153Y (en) * 2002-03-20 2003-01-29 宁波市城市建设设计院 Bridge approach capable of preventing car from skipping
CN1451817A (en) * 2003-05-09 2003-10-29 华南理工大学 Chain transition device adapted for difference in settlement of building
CN2622245Y (en) * 2003-05-09 2004-06-30 华南理工大学 Bridge end chain type transitional means
RU2374383C1 (en) * 2008-06-23 2009-11-27 Государственное образовательное учреждение высшего профессионального образования Архангельский государственный технический университет Федерального агентства по образованию (Рособразование) (АГТУ) Structure for coupling of wood-and-reinforced concrete span with bridge abutment
CN102704388A (en) * 2012-06-19 2012-10-03 福州大学 Anti-seismic and anti-flood semi-integral abutment seamless bridge and construction method thereof
CN203129003U (en) * 2013-03-24 2013-08-14 宁波市镇海怡福莱文化创意有限公司 Bridge end bridging slab

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Effective date of registration: 20191025

Address after: 214500 West District of Tuanjie Industrial Park, Chengbei Park, Jingjiang Economic Development Zone, Taizhou City, Jiangsu Province

Patentee after: Jiangsu Kehai industry and Trade Co., Ltd

Address before: 315200 No. 16 Hailong Road, Ningbo, Zhejiang

Patentee before: Ningbo Zhenhai Yifulai Culture Creativity Co., Ltd.

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20211022

Address after: 214500 No. 18 Shannan Road, Chengbei Park, Jingjiang City, Taizhou City, Jiangsu Province

Patentee after: Jingjiang City Huaxin Technology Park Co.,Ltd.

Address before: 214500 west area of Tuanjie Industrial Park, Chengbei Park, Jingjiang Economic Development Zone, Taizhou City, Jiangsu Province

Patentee before: Jiangsu Kehai industry and Trade Co.,Ltd.