CN2688747Y - Bridge expansion joint device - Google Patents

Bridge expansion joint device Download PDF

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Publication number
CN2688747Y
CN2688747Y CN 200420015845 CN200420015845U CN2688747Y CN 2688747 Y CN2688747 Y CN 2688747Y CN 200420015845 CN200420015845 CN 200420015845 CN 200420015845 U CN200420015845 U CN 200420015845U CN 2688747 Y CN2688747 Y CN 2688747Y
Authority
CN
China
Prior art keywords
bridge
expansion joint
plate
bridge expansion
utility
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN 200420015845
Other languages
Chinese (zh)
Inventor
杨宪奎
杨柳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN 200420015845 priority Critical patent/CN2688747Y/en
Application granted granted Critical
Publication of CN2688747Y publication Critical patent/CN2688747Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Abstract

The utility model relates to a bridge expansion joint device which belongs to the field of the bridge expansion joint device. An end plate is respectively fixed to end parts of two main beam of the bridge, and each main beam has the elasticity. Supporting brackets are fixed on the end plates, wedge-shaped expansion joint plates are installed on the supporting brackets, and the two corresponding expansion joint plates are consistent with each other to form a wedge-shaped joint in straight and sloping assembly. By the structure of the utility model, the bumping phenomena of vehicles can not be generated while the vehicles run on the utility model; thus, the life time of the bridge is prolonged.

Description

A kind of bridge expansion joint installation
Technical field
The utility model discloses a kind of bridge expansion joint installation, belong to the bridge expansion joint installation field.
Background technology
The bridge extension joint that uses all is being profile iron supporting shrinkage joint now, because this seam is the horizontal of direction of traffic, produce the top car vehicle ' to this moment, especially the beam slab in winter stretches, transverse joint strengthens, and the top car is more serious, causes damaged vehicle, bring to a halt and to cause traffic accident easily, and influence the life-span of bridge.
Technology contents
The purpose of this utility model is to disclose the bridge expansion joint installation that a kind of do not run car, vertical masonry joint and R-joining combine.
The utility model such as following technical scheme realize:
A kind of bridge expansion joint installation, two girder ends that have retractility at bridge are fixed an end plate respectively, fixing support rack on the end plate, wedge shape shrinkage joint plate is housed on the bracing frame, the shrinkage joint plate of two correspondences matches, and forms key joint straight, that tiltedly make up, and its height is contour with the height of bridge.
Above-mentioned a kind of bridge expansion joint installation, described wedge shape shrinkage joint plate is malleable iron foundry goods or steel plate or steel concrete.
Adopt the bridge expansion joint installation of this structure, the vehicle ' car of can not running has in the above prolonged life-span of bridge.
Description of drawings
Fig. 1 is the vertical view of wedge shape of the present utility model shrinkage joint plate.
Fig. 2 is the utility model A-A partial sectional view.
The specific embodiment
With reference to Fig. 1, Fig. 2, the wedge shape shrinkage joint plate 2,3 of bridge 1 is corresponding, forms key joint straight, that tiltedly make up, and its height is contour with the height of bridge.At the end fixed charge method end plate 5 of the bridge 4 with retractility, by screw rod 81,82 fixing support racks 6, by screw rod 83 stationary wedge shrinkage joint plates 2, wedge shape shrinkage joint plate is malleable iron foundry goods or steel plate or steel concrete on the bracing frame 6 on the end plate.

Claims (2)

1, a kind of bridge expansion joint installation, it is characterized in that: two girder ends at the bridge with retractility are fixed an end plate respectively, fixing support rack on the end plate, wedge shape shrinkage joint plate is housed on the bracing frame, the shrinkage joint plate of two correspondences matches, form key joint straight, that tiltedly make up, its height is contour with the height of bridge.
2, a kind of bridge expansion joint installation according to claim 1 is characterized in that: wedge shape shrinkage joint plate is malleable iron foundry goods or steel plate or steel concrete.
CN 200420015845 2004-03-03 2004-03-03 Bridge expansion joint device Expired - Fee Related CN2688747Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200420015845 CN2688747Y (en) 2004-03-03 2004-03-03 Bridge expansion joint device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200420015845 CN2688747Y (en) 2004-03-03 2004-03-03 Bridge expansion joint device

Publications (1)

Publication Number Publication Date
CN2688747Y true CN2688747Y (en) 2005-03-30

Family

ID=34668816

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200420015845 Expired - Fee Related CN2688747Y (en) 2004-03-03 2004-03-03 Bridge expansion joint device

Country Status (1)

Country Link
CN (1) CN2688747Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101838966A (en) * 2010-06-17 2010-09-22 许昌义 Oblique expansion joint
CN101886367A (en) * 2010-06-17 2010-11-17 许昌义 Transversal wedge-shaped telescopic gap
CN106917339A (en) * 2017-02-22 2017-07-04 陈益民 The movement joint of cast-in-place concrete road AB voussoir AB rubber strips

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101838966A (en) * 2010-06-17 2010-09-22 许昌义 Oblique expansion joint
CN101886367A (en) * 2010-06-17 2010-11-17 许昌义 Transversal wedge-shaped telescopic gap
CN106917339A (en) * 2017-02-22 2017-07-04 陈益民 The movement joint of cast-in-place concrete road AB voussoir AB rubber strips

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee