CN101392500B - Multiaspect displacement bridge retractor device - Google Patents
Multiaspect displacement bridge retractor device Download PDFInfo
- Publication number
- CN101392500B CN101392500B CN2008102019134A CN200810201913A CN101392500B CN 101392500 B CN101392500 B CN 101392500B CN 2008102019134 A CN2008102019134 A CN 2008102019134A CN 200810201913 A CN200810201913 A CN 200810201913A CN 101392500 B CN101392500 B CN 101392500B
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- China
- Prior art keywords
- plate
- tooth plate
- toothed plate
- bridge
- fixed
- 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
Links
- 238000006073 displacement reaction Methods 0.000 title abstract description 5
- 230000007797 corrosion Effects 0.000 claims description 10
- 238000005260 corrosion Methods 0.000 claims description 10
- 239000003818 cinder Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 6
- 238000012423 maintenance Methods 0.000 abstract description 5
- 230000008602 contraction Effects 0.000 abstract 2
- 229910001220 stainless steel Inorganic materials 0.000 abstract 2
- 239000010935 stainless steel Substances 0.000 abstract 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 2
- 230000015572 biosynthetic process Effects 0.000 description 3
- 230000013011 mating Effects 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a multidirectional displacement bridge expansion joint device. The device comprises a movable toothed plate, a fixed toothed plate and a water stop tie, and is characterized in that the movable toothed plate and the fixed toothed plate are flatly arranged on a stainless steel plate. One end of the movable toothed plate is provided with a gap plate which is flush with the movable toothed plate and the fixed toothed plate. The gap plate is supported by spherical bearings at two sides. The bearing at one side is fixed on the movable toothed plate. The water stop tie is arranged between the two spherical bearings. The stainless steel plate is movably connected with the movable toothed plate and is fixedly connected with the fixed toothed plate. The bridge expansion joint device has a reasonable structure and avoids head raising resulting from transverse and longitudinal displacement of the expansion joint device caused by expansion and contraction of a bridge. Compared with the prior art, the bridge expansion joint device has the advantages of allowing for smoother running of vehicles, eliminating noise, along with convenient construction, low maintenance cost, flat expansion and contraction joint and safety, and is more suitable for bridges with an expansion amount more than 400 mm.
Description
Technical field
The present invention relates to the bridge construction technical field, specifically a kind of bridge extension joint of multi-directional deflection.
Background technology
Present bridge generally all adopts the comb shape stretching device, and it has driving steadily, and noise is low, construction and advantage easy to maintenance, and it need be in the repair and replacement of going down of totally-enclosed traffic conditions, and maintenance cost is also lower.But the stretching device of this structure, swing tooth plate directly rests on the bridge floor, it can not adapt to because the vertical or lateral rotation that bridge construction produces, especially use the phenomenon that can produce nose when on the big bridge of stroke, vertically rotating, have a strong impact on safe driving, so it can only use on the bridge of little stroke, regulation can only be used for the following bridge of 200 millimeters strokes in Ministry of Communications's highway standard.Though, developed a kind of " RB (LB) modular multi-directional deflection bridge extension joint " at present, it has been set up on swing tooth plate, and an energy is vertical, the mechanism of lateral rotation, it is to adopt vertical bolt anchoring structure that but this stretching device is connected with bridge, because the anchoring of bolt has limited laterally and vertically rotating of rotating mechanism, and transverse joint plate and swing tooth plate be an integral body, and when vertically rotating, the tooth plate termination can produce very big nose phenomenon.So the comb shape tooth plate stretching device of home and abroad design up to now all can not satisfy vertical rotation, rotate and plane displacement and the raise-free requirement of tooth plate in length and breadth on the plane.
Summary of the invention
The bridge extension joint that the objective of the invention is a kind of multi-directional deflection of designing at the deficiencies in the prior art, it adopts the structure of tumbler bearing and transverse joint plate and swing tooth plate split, horizontal, the length travel compensation of stretching device have been realized, can not produce the nose phenomenon because of rotation, the displacement of bridge, construction and maintenance are all very convenient, and good antiskid effect, having improved the safety of driving greatly, noise is low.
The concrete technical scheme that realizes the object of the invention is:
A kind of bridge extension joint of multi-directional deflection, comprise swing tooth plate, fixed tooth plate, rubber fastening band, characteristics are that swing tooth plate, fixed tooth plate are arranged on the corrosion resistant plate, and an end of swing tooth plate is provided with transverse joint plate, and transverse joint plate, swing tooth plate, fixed tooth plate are a plane; Transverse joint plate is supported on the spherical bearing of both sides, and affixed with spherical bearing, and the spherical bearing of transverse joint plate one side is installed on the swing tooth plate, sets firmly rubber fastening band between two spherical bearings; Corrosion resistant plate and swing tooth plate flexibly connect, and fixedly connected with fixed tooth plate.
The tooth root portion of described swing tooth plate, fixed tooth plate is provided with the scarfing cinder slope.
The present invention is rational in infrastructure, solved that stretching device produces because of bridge expands with heat and contract with cold laterally, the nose phenomenon that causes of length travel, compared with prior art has easy construction, maintenance cost is low, the shrinkage joint is smooth, driving more, safety, noiseless advantage is applicable to that more stroke is greater than 400 millimeters bridge.
Description of drawings
Fig. 1 is a structural representation of the present invention
Fig. 2 is Fig. 1 vertical view
Fig. 3 is the invention process illustration
The specific embodiment
Consult Fig. 1～Fig. 2, the present invention includes swing tooth plate 6, fixed tooth plate 7, rubber fastening band 8, swing tooth plate 6, fixed tooth plate 7 intersects horizontal mutually on corrosion resistant plate 9, end at swing tooth plate 6 is provided with transverse joint plate 5, and transverse joint plate 5, swing tooth plate 6, fixed tooth plate 7 is a plane, transverse joint plate 5 is supported on the spherical bearing 4 of both sides, fixedly connected with spherical bearing 4, the spherical bearing 4 of transverse joint plate 5 one sides is fixedly installed on an end of swing tooth plate 6, fixedly connected with swing tooth plate 6, rubber fastening band 8 is fixedly installed between two spherical bearings 4, fixedly connected with the spherical bearing 4 of both sides, swing tooth plate 6 flexibly connects with corrosion resistant plate 9, fixed tooth plate 7 is fixedlyed connected with corrosion resistant plate 9, spherical bearing 4 is the spherical support structure, has tension, laterally, the function of length travel compensation, swing tooth plate 6, the tooth root portion of fixed tooth plate 7 is provided with scarfing cinder slope 11.
Consult Fig. 3, the present invention is such installation, use, the present invention is placed on the bridge 1 of both sides, bridge shrinkage joint, on 2, corrosion resistant plate 9 horizontal are on bridge 2, adjust the setting height(from bottom) of corrosion resistant plate 9, make that fixed tooth plate 7 and the bridge face 3 of mating formation is concordant, spherical bearing 4 horizontal of transverse joint plate 5 one sides are on bridge 1, adjust the setting height(from bottom) of the spherical bearing 4 of transverse joint plate 5 one sides, make that transverse joint plate 5 and the bridge face 10 of mating formation is concordant, and certain slit is arranged, then corrosion resistant plate 9 is fixedlyed connected with the pre-embedded bolt on the bridge 2, the spherical bearing 4 of transverse joint plate 5 one sides is fixedlyed connected with the pre-embedded bolt on the bridge 1, guarantees the bridge 1 of the present invention and both sides, bridge shrinkage joint, 2 are connected firmly, and make transverse joint plate 5, fixed tooth plate 7 and the bridge face 10 of mating formation, 3 smooth.
Claims (2)
1. the bridge extension joint of a multi-directional deflection, comprise swing tooth plate, fixed tooth plate, rubber fastening band, it is characterized in that swing tooth plate, fixed tooth plate are arranged on the corrosion resistant plate, an end of swing tooth plate is provided with transverse joint plate, and transverse joint plate, swing tooth plate, fixed tooth plate are a plane; Transverse joint plate is supported on the spherical bearing of both sides, and is affixed with spherical bearing, and the spherical bearing of one side is installed on the swing tooth plate, sets firmly rubber fastening band between two spherical bearings; Corrosion resistant plate and swing tooth plate flexibly connect, and fixedly connected with fixed tooth plate.
2. multi-directional deflection bridge extension joint according to claim 1 is characterized in that the tooth root portion of described swing tooth plate, fixed tooth plate is provided with the scarfing cinder slope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008102019134A CN101392500B (en) | 2008-10-30 | 2008-10-30 | Multiaspect displacement bridge retractor device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008102019134A CN101392500B (en) | 2008-10-30 | 2008-10-30 | Multiaspect displacement bridge retractor device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101392500A CN101392500A (en) | 2009-03-25 |
| CN101392500B true CN101392500B (en) | 2010-11-03 |
Family
ID=40492996
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2008102019134A Expired - Fee Related CN101392500B (en) | 2008-10-30 | 2008-10-30 | Multiaspect displacement bridge retractor device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101392500B (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102102339B (en) * | 2009-12-19 | 2012-07-04 | 柳州东方工程橡胶制品有限公司 | Prestressed multidirectional displacement comb plate expansion device |
| CN101942799A (en) * | 2010-09-27 | 2011-01-12 | 中交第二公路勘察设计研究院有限公司 | Telescopic device of pedestrian way of bridge |
| CN102561177A (en) * | 2010-12-17 | 2012-07-11 | 成都市新筑路桥机械股份有限公司 | Comb teeth type anti-deflection bridge expansion device |
| CN104074133B (en) * | 2014-07-18 | 2016-06-22 | 衡水健达工程橡胶有限公司 | A kind of multi-directional deflection fishback retractor device |
| CN107326803A (en) * | 2017-08-10 | 2017-11-07 | 安徽省交通规划设计研究总院股份有限公司 | The scattered displacement expansion joint of tandem |
| CN107747278B (en) * | 2017-11-27 | 2024-01-12 | 尚德建设集团有限公司 | Oblique multidirectional displacement telescopic device |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201321598Y (en) * | 2008-10-30 | 2009-10-07 | 上海汇城建筑装饰有限公司 | Multi-directionally displaced bridge expansion joint |
-
2008
- 2008-10-30 CN CN2008102019134A patent/CN101392500B/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201321598Y (en) * | 2008-10-30 | 2009-10-07 | 上海汇城建筑装饰有限公司 | Multi-directionally displaced bridge expansion joint |
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| Publication number | Publication date |
|---|---|
| CN101392500A (en) | 2009-03-25 |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANGHAI JIANCHENG ARCHITECTURAL + DECORATION CO., Effective date: 20120424 Owner name: SHANGHAI MUNICIPAL ENGINEERING DESIGN INSTITUTE (G Free format text: FORMER OWNER: SHANGHAI JIANCHENG ARCHITECTURAL + DECORATION CO., LTD. Effective date: 20120424 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Ma Biao Inventor after: Fu Ruoliang Inventor after: Weng Sirong Inventor after: Huang Guifu Inventor before: Fu Ruoliang Inventor before: Huang Guifu |
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| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: FU RUOLIANG HUANG GUIFU TO: MA BIAO FU RUOLIANG WENG SIRONG HUANG GUIFU Free format text: CORRECT: ADDRESS; FROM: 200090 YANGPU, SHANGHAI TO: 200092 HONGKOU, SHANGHAI |
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| TR01 | Transfer of patent right |
Effective date of registration: 20120424 Address after: 200092 No. two, 901 North Road, Shanghai, Zhongshan Co-patentee after: Shanghai Jiancheng architectural & decoration Co., Ltd. Patentee after: Shanghai Municipal Engineering Design Institute (Group) Co., Ltd. Address before: 200090, room 2, building 1500, No. 410, Pingliang Road, Shanghai Patentee before: Shanghai Jiancheng architectural & decoration Co., Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101103 Termination date: 20171030 |
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| CF01 | Termination of patent right due to non-payment of annual fee |