CN105839526A - Bridge expansion joint covering structure - Google Patents
Bridge expansion joint covering structure Download PDFInfo
- Publication number
- CN105839526A CN105839526A CN201610233446.8A CN201610233446A CN105839526A CN 105839526 A CN105839526 A CN 105839526A CN 201610233446 A CN201610233446 A CN 201610233446A CN 105839526 A CN105839526 A CN 105839526A
- Authority
- CN
- China
- Prior art keywords
- extension
- head
- disengagable
- support
- correspondence
- 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.)
- Granted
Links
- 238000010008 shearing Methods 0.000 claims description 18
- 230000000694 effects Effects 0.000 claims description 4
- 230000005489 elastic deformation Effects 0.000 claims description 2
- 239000011159 matrix material Substances 0.000 description 10
- 230000008602 contraction Effects 0.000 description 8
- 239000013536 elastomeric material Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 241001473780 Sideroxylon lanuginosum Species 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000012958 reprocessing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
- E01D19/062—Joints having intermediate beams
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
Description
Claims (2)
- null1. the covered structure of a bridge expanssion joint,Cover at the road surface to bridge expanssion joint,Including the rubber body (9) flushed with the level height of bridge pavement、It is positioned at the supporter (8) that described rubber body (9) is internal、And can be towards and away from mobile and that structure is symmetrical two extensions support member (7) in described supporter (8),Wherein,Said two extend in support member (7) each include can level is slided in the chute (81) of described supporter (8) horizontal extension head (721)、With the vertical extension (72) that described horizontal extension head (721) connects and the support arm (71) that connects with the lower end of described vertical extension (72) and extend towards adjacent bridge structure body,Wherein,Said two extends the end of support member (7) and is provided with the support plate (73) in order to abut with described adjacent bridge structure body,The end face of described support plate (73) is provided with the shear pin (731) being inserted in the shearing hole (31) being arranged on described adjacent bridge structure body;Wherein, the vertical extension (72) of two extended in support member (7) is fixedly installed disengagable lock hook (79), another vertical extension (72) is fixedly installed the disengagable locking dop (78) of correspondence, being provided with cross section between described disengagable lock hook (79) and described disengagable locking dop (78) is oval action bars (6), and described action bars (6) is rotatably supported in be fixed in the support rod (61) being connected with described bridge structure body;Wherein, described disengagable lock hook (79) includes being connected with adjacent bridge structure body and downward-sloping upper flexible extension (791) and described upper flexible extension (791) are connected vertical extension (792) and the gib head protuberance (793) of the lower end that is positioned at described vertical extension (792);Described disengagable locking dop (78) includes connected with adjacent bridge structure body and acclivitous lower flexible extension (781), is positioned at the card head (782) of described lower flexible extension (781) end, when described disengagable lock hook (79) is in mutual lock-out state with described disengagable locking dop (78), described gib head protuberance (793) engages with the adjacent surface of described card head (782) thus realizes linking locking, now, the oval major axis of the cross section of described action bars (6) is horizontal direction;When the major axis that described action bars (6) rotates the ellipse to cross section is vertical direction, the adjacent surface of described gib head protuberance (793) and described card head (782) departs from thus realizes unlocking, now, said two extension support member (7) can make described support plate (73) be pressed on adjacent bridge structure body and make in the shearing hole (31) that described shear pin (731) is inserted into correspondence under the effect being located at top pressure spring therebetween (75);The outside of described shearing hole (31) is provided with guiding surface (33), the end of described shear pin (731) is provided with described guiding surface (33) to the importing inclined-plane (732) coordinated, and the available described importing inclined-plane (732) of described shear pin (731) can be successfully inserted in the shearing hole (31) of correspondence in the cooperation of guiding surface (33);Described chute (81) left end is provided with elastic contact switch (51), the groove of described rubber body (9) is provided with LED light (52), when described shear pin (731) is inserted in the shearing hole of correspondence, the horizontal extension head (721) in left side is in leftward position, and contact with described elastic contact switch (51), the most described LED light (52) lights, to point out described shear pin (731) to have been inserted in the shearing hole of correspondence.
- nullThe covered structure of a kind of bridge expanssion joint the most as claimed in claim 1,Wherein,It is provided with sliding bevel portion (790) between described vertical extension (792) and described gib head protuberance (793),The dop sliding bevel (780) of correspondence it is provided with at the outer upper of described card head (782),When said two extends support member (7) by making its thrust close to each other be recovered to lock-out state by released state,Described sliding bevel portion (790) can be engaged so that with described corresponding dop sliding bevel (780) that described upper flexible extension (791) occurs elastic deformation with described lower flexible extension (781),And then described gib head protuberance (793) is re-engaged with to reenter lock-out state with the adjacent surface of described card head (782).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610233446.8A CN105839526B (en) | 2016-04-15 | 2016-04-15 | A kind of covered structure of bridge expanssion joint |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610233446.8A CN105839526B (en) | 2016-04-15 | 2016-04-15 | A kind of covered structure of bridge expanssion joint |
Publications (2)
Publication Number | Publication Date |
---|---|
CN105839526A true CN105839526A (en) | 2016-08-10 |
CN105839526B CN105839526B (en) | 2017-12-29 |
Family
ID=56597740
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610233446.8A Active CN105839526B (en) | 2016-04-15 | 2016-04-15 | A kind of covered structure of bridge expanssion joint |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105839526B (en) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007138467A (en) * | 2005-11-16 | 2007-06-07 | Juichi Yamauchi | Load bearing type expansion device of elevated road and its construction method |
CN201901844U (en) * | 2010-12-08 | 2011-07-20 | 衡水橡胶股份有限公司 | Expansion device for railway bridges |
CN204298726U (en) * | 2014-12-02 | 2015-04-29 | 王祥国 | A kind of Expansion Units for Highway Bridges |
CN204780576U (en) * | 2015-06-19 | 2015-11-18 | 河海大学 | Bridge expansion joint apparatus |
CN204919321U (en) * | 2015-09-11 | 2015-12-30 | 张庆建 | Telescoping device on public road bridge roof beam pavement |
-
2016
- 2016-04-15 CN CN201610233446.8A patent/CN105839526B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007138467A (en) * | 2005-11-16 | 2007-06-07 | Juichi Yamauchi | Load bearing type expansion device of elevated road and its construction method |
CN201901844U (en) * | 2010-12-08 | 2011-07-20 | 衡水橡胶股份有限公司 | Expansion device for railway bridges |
CN204298726U (en) * | 2014-12-02 | 2015-04-29 | 王祥国 | A kind of Expansion Units for Highway Bridges |
CN204780576U (en) * | 2015-06-19 | 2015-11-18 | 河海大学 | Bridge expansion joint apparatus |
CN204919321U (en) * | 2015-09-11 | 2015-12-30 | 张庆建 | Telescoping device on public road bridge roof beam pavement |
Also Published As
Publication number | Publication date |
---|---|
CN105839526B (en) | 2017-12-29 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
CB03 | Change of inventor or designer information |
Inventor after: Xiong Qinwu Inventor after: Wang Xinfeng Inventor after: Liu Yanhong Inventor after: Ye Qifeng Inventor after: Miao Hui Inventor after: Song Laicun Inventor after: Wang Chuanchun Inventor before: Fang Jian |
|
CB03 | Change of inventor or designer information | ||
TA01 | Transfer of patent application right |
Effective date of registration: 20171204 Address after: 150000 West Dazhi street, Nangang District, Harbin, Heilongjiang Province, No. 113 Applicant after: Harbin Railway Construction Group Co., Ltd. of China Railway 22 Bureau Group Applicant after: China Railway 22nd Construction Bureau Co., Ltd. Address before: 323900 Zhejiang city of Lishui province Qingtian County Ou Guo Village No. 166 South Street stone Applicant before: Fang Jian |
|
TA01 | Transfer of patent application right | ||
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder |
Address after: 150000 No. 113 West straight street, Nangang District, Heilongjiang, Harbin Co-patentee after: CHINA RAILWAY 22ND BUREAU GROUP Co.,Ltd. Patentee after: CHINA RAILWAY 22ND CONSTRUCTION BUREAU 1ST ENGINEERING Co.,Ltd. Address before: 150000 No. 113 West straight street, Nangang District, Heilongjiang, Harbin Co-patentee before: CHINA RAILWAY 22ND BUREAU GROUP Co.,Ltd. Patentee before: HARBIN RAILWAY CONSTRUCTION GROUP CO., LTD. OF CHINA RAILWAY 22ND CONSTRUCTION BUREAU Co.,Ltd. |
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CP01 | Change in the name or title of a patent holder |