CN105735125A - Indicatable bridge expansion joint coverage structure - Google Patents
Indicatable bridge expansion joint coverage structure Download PDFInfo
- Publication number
- CN105735125A CN105735125A CN201610233646.3A CN201610233646A CN105735125A CN 105735125 A CN105735125 A CN 105735125A CN 201610233646 A CN201610233646 A CN 201610233646A CN 105735125 A CN105735125 A CN 105735125A
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- Prior art keywords
- extension
- disengagable
- dop
- bridge
- structure body
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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Road Signs Or Road Markings (AREA)
Abstract
The invention discloses an indicatable bridge expansion joint coverage structure. The structure is used for covering a road surface of a bridge expansion joint. The structure comprises a rubber body (9) flush with the horizontal height of a bridge road surface, a supporting body (8) positioned in the rubber body (9), and two extended supporting parts (7) capable of moving forwards and backwards in the supporting body (8) and symmetric to each other in structure, wherein each of the two extended supporting parts (7) comprises a horizontal extended head part (721) capable of horizontally sliding in a sliding groove (81) of the supporting body (8), a vertical extended part (72) connected with the horizontal extended part (721), and a supporting arm (71) connected with the lower end of the vertical extended part (72) and extending towards adjacent bridge structure bodies; and a supporting plate (73) abutted with the adjacent bridge structure bodies is arranged at each of the end parts of the two extended supporting parts (7).
Description
Technical field
The present invention relates to bridge field, be specially a kind of denotable bridge expanssion joint covered structure.
Background technology
The road surface of bridge is often provided with expansion joint, in order to provide the allowance expanded with heat and contract with cold.For traffic safety and the serviceability safeguarding bridge pavement, generally require and this expansion joint is carried out elastomeric objects filling or covering.Known mode is to adopt the materials such as gum elastic to carry out covering or clogging.But, the installation of this elastic rubber material needs the matrix of road pavement to carry out the reprocessing such as surface cutting, in order to install described elastomeric material in place.And this easily causes and produces these working positions when driving to damage and then damage road surface matrix.And the installation and removal for this elastomeric material are also required to expend a large amount of manpower and time cost.
Summary of the invention
It is an object of the invention to provide a kind of denotable bridge expanssion joint covered structure, it can overcome defect of the prior art.
nullDenotable bridge expanssion joint covered structure according to the present invention，For the road surface place of bridge expanssion joint is covered，Including the rubber body flushed with the level height of bridge pavement、It is positioned at the supporter within described rubber body、And can towards and away from mobile and that structure is symmetrical two extension support members in described supporter，Wherein，Said two extend in support member each include can level is slided in the chute of described supporter horizontal extension head、The vertical extension connected with described horizontal extension head and the support arm connecting with the lower end of described vertical extension and extending towards adjacent bridge structure body，Wherein，Described chute is provided with guide post，Two horizontal extension heads are installed on described guide post，Described guide post can make two horizontal extension heads remain stable for when moving left and right，Said two extends the end of support member and is provided with the support plate in order to abut with described adjacent bridge structure body，The end face of described support plate is provided with the shear pin being inserted in the shearing hole being arranged on described adjacent bridge structure body；Wherein, the vertical extension of two extended in support member is fixedly installed disengagable lock hook, another vertical extension is fixedly installed the disengagable locking dop of correspondence, being provided with the action bars that cross section is ellipse between described disengagable lock hook and described disengagable locking dop, described action bars is rotatably supported in be fixed on the supporting bar being connected with described bridge structure body；Wherein, the gib head protuberance of described disengagable lock hook includes being connected with adjacent bridge structure body and downward-sloping upper flexible extension and described upper flexible extension are connected vertical extension and the lower end that is positioned at described vertical extension；Described disengagable locking dop includes connected with adjacent bridge structure body and acclivitous lower flexible extension, is positioned at the card head of described lower flexible extension end, when described disengagable lock hook is in mutual lock-out state with described disengagable locking dop, described gib head protuberance engages thus realizing linking locking with the adjacent surface of described card head, now, the oval major axis of the cross section of described action bars is horizontal direction；When the major axis that described action bars rotates the ellipse to cross section is vertical direction, the adjacent surface of described gib head protuberance and described card head departs from thus realizing unlocking, now, said two extension support member can make a described support plate be pressed on adjacent bridge structure body and make in the shearing hole that described shear pin is inserted into correspondence under the effect of the top pressure spring being located at therebetween；The support arm left side on right side is provided with elastic contact switch, the support arm right side in left side is provided with touching bar, the groove of described rubber body is provided with LED light, described touching bar is in order to contact with described elastic contact switch when described disengagable lock hook locks mutually with described disengagable locking dop, when described touching bar contacts with described elastic contact switch, described LED light lights, to point out described disengagable lock hook and described disengagable locking dop mutually to lock.
Pass through the present invention, can elastic back down and two support arm parts away from each other owing to being provided with, by coordinating with the supported hole on the side of matrix and can by place for the elastomeric material supporting at road surface place and flush with road surface by end card and the friction of matrix side.And this device is easily installed, reason is in that, it is before the mounting by being arranged on the sealed of hook part between two support arms and card head member, enable to two support arms and be in contraction state close to each other, therefore it is easy in the gap being successfully inserted between matrix, when described covered structure is fixed in place by needs, it is operated by the elliptic cross-section action bars with major axis shape, enable to described hook part and card head member disengages, thus the end of two support arms is pushed up press to matrix side to realize fixing by the elastic top opening force of elastic top pressure part.More importantly, when the described action bars with elliptic cross-section is in the contraction state vertical with described disengaged condition, by extruding or push said two support arm opposite to each other, said two support arm can close to each other and make described hook part and dop component elasticity deformation and be changed into locked state from disengaged condition thus described covered structure is converted to contraction state.This can carry out the conversion operation of this contraction state when transporting described covered structure manufacturing complete, it is also possible to takes when covered structure is removed by needs from flexible gap.This is have the arranging of respective guiding surface being engaged with each other time close to each other and realize by having the setting of the flexible rod portion tilted toward each other from respective arm and hook part and card head member automatically into the performance of locked state by pushing.And by arranging described action bars when being in described plumbness, it allows described hook part to move enough amounts to allow chain conjunction of described hook to disengage towards this action bars, and pushing said two support arm and be close to each other so that described action bars can servo-actuated or slave mode be followed freely rotatable to avoid interference with described sealed action when entering locked state.Whole apparatus structure is simple, runs ingenious, it is possible to operate easily to realize installation and removal effect, thus saving time and the cost of labor of installation and removal, and uses reliable, stabilized structure.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of the covered structure of the present invention, there is shown said two and extends the state that support member is sealed each other；
Fig. 2 illustrates that the covered structure in Fig. 1 is in released state, state when namely two extension support members are disconnected from each other；Now described covered structure is installed in place in bridge expanssion joint.
Fig. 3 is the concrete enlarged diagram of the disengagable lock hook in Fig. 1 and disengagable dop.
Detailed description of the invention
Below in conjunction with Fig. 1-3, the present invention is described in detail.
nullThe denotable bridge expanssion joint covered structure of one according to embodiment，For the road surface place of bridge expanssion joint is covered，Including the rubber body 9 flushed with the level height of bridge pavement、It is positioned at the supporter 8 within described rubber body 9、And can towards and away from mobile and that structure is symmetrical two extension support members 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、The vertical extension 72 connected with described horizontal extension head 721 and the support arm 71 connecting with the lower end of described vertical extension 72 and extending towards adjacent bridge structure body，Wherein，Described chute 81 is provided with guide post 82，Two horizontal extension heads 721 are installed on described guide post 82，Described guide post 82 can make two horizontal extension heads 721 remain stable for when moving left and right，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 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 the action bars 6 that cross section is ellipse between described disengagable lock hook 79 and described disengagable locking dop 78, described action bars 6 is rotatably supported in be fixed on the supporting bar 61 being connected with described bridge structure body；Wherein, the gib head protuberance 793 of 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 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 thus realizing linking locking with the adjacent surface of described card head 782, 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 realizing unlocking, now, said two extension support member 7 can make a described support plate 73 be pressed on adjacent bridge structure body and make in the shearing hole that described shear pin 731 is inserted into correspondence under the effect of the top pressure spring 75 being located at therebetween；Support arm 71 left side on right side is provided with elastic contact switch 762, support arm 71 right side in left side is provided with touching bar 761, the groove of described rubber body 9 is provided with LED light 52, described touching bar 761 is in order to contact with described elastic contact switch 762 when described disengagable lock hook 79 locks mutually with described disengagable locking dop 78, when described touching bar 761 contacts with described elastic contact switch 762, described LED light 52 lights, to point out described disengagable lock hook 79 mutually to lock with described disengagable locking dop 78.
Valuably, wherein, it is provided with sliding bevel portion 790 between described vertical extension 792 and described gib head protuberance 793, the outer upper place of described card head 782 is provided with the dop sliding bevel 780 of correspondence, when said two extends thrust that support member 7 is subject to making it close to each other and is 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, with described lower flexible extension 781, elastic deformation occurs, and then the adjacent surface of described gib head protuberance 793 and described card head 782 is re-engaged with to reenter lock-out state.
Can elastic back down and two support arm parts away from each other owing to being provided with, by coordinating with the supported hole on the side of matrix and can by place for the elastomeric material supporting at road surface place and flush with road surface by end card and the friction of matrix side.And this device is easily installed, reason is in that, it is before the mounting by being arranged on the sealed of hook part between two support arms and card head member, enable to two support arms and be in contraction state close to each other, therefore it is easy in the gap being successfully inserted between matrix, when described covered structure is fixed in place by needs, it is operated by the elliptic cross-section action bars with major axis shape, enable to described hook part and card head member disengages, thus the end of two support arms is pushed up press to matrix side to realize fixing by the elastic top opening force of elastic top pressure part.More importantly, when the described action bars with elliptic cross-section is in the contraction state vertical with described disengaged condition, by extruding or push said two support arm opposite to each other, said two support arm can close to each other and make described hook part and dop component elasticity deformation and be changed into locked state from disengaged condition thus described covered structure is converted to contraction state.This can carry out the conversion operation of this contraction state when transporting described covered structure manufacturing complete, it is also possible to takes when covered structure is removed by needs from flexible gap.This is have the arranging of respective guiding surface being engaged with each other time close to each other and realize by having the setting of the flexible rod portion tilted toward each other from respective arm and hook part and card head member automatically into the performance of locked state by pushing.And by arranging described action bars when being in described plumbness, it allows described hook part to move enough amounts to allow chain conjunction of described hook to disengage towards this action bars, and pushing said two support arm and be close to each other so that described action bars can servo-actuated or slave mode be followed freely rotatable to avoid interference with described sealed action when entering locked state.
By with upper type, those skilled in the art can make various change according to mode of operation within the scope of the invention.
Claims (2)
- null1. a denotable bridge expanssion joint covered structure，For the road surface place of bridge expanssion joint is covered，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 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，Described chute (81) is provided with guide post (82)，Two horizontal extension heads (721) are installed on described guide post (82)，Described guide post (82) can make two horizontal extension heads (721) remain stable for when moving left and right，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 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 the action bars (6) that cross section is ellipse between described disengagable lock hook (79) and described disengagable locking dop (78), described action bars (6) is rotatably supported in be fixed on the supporting bar (61) being connected with described bridge structure body；Wherein, the gib head protuberance (793) of 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 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 thus realizing linking locking with the adjacent surface of described card head (782), 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 realizing unlocking, now, said two extension support member (7) can make a described support plate (73) be pressed on adjacent bridge structure body and make in the shearing hole that described shear pin (731) is inserted into correspondence under the effect being located at top pressure spring therebetween (75)；Support arm (71) left side on right side is provided with elastic contact switch (762), support arm (71) right side in left side is provided with touching bar (761), the groove of described rubber body (9) is provided with LED light (52), described touching bar (761) is in order to contact with described elastic contact switch (762) when described disengagable lock hook (79) is with the locking mutually of described disengagable locking dop (78), when described touching bar (761) contacts with described elastic contact switch (762), described LED light (52) lights, to point out described disengagable lock hook (79) and described disengagable locking dop (78) mutually to lock.
- null2. a kind of denotable bridge expanssion joint covered structure 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 outer upper place of described card head (782) is provided with the dop sliding bevel (780) of correspondence，When said two extends thrust that support member (7) is subject to making it close to each other and is 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), with described lower flexible extension (781), elastic deformation occurs，And then the adjacent surface of described gib head protuberance (793) and described card head (782) is re-engaged with to reenter lock-out state.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610233646.3A CN105735125B (en) | 2016-04-15 | 2016-04-15 | A kind of denotable bridge expanssion joint covered structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610233646.3A CN105735125B (en) | 2016-04-15 | 2016-04-15 | A kind of denotable bridge expanssion joint covered structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105735125A true CN105735125A (en) | 2016-07-06 |
| CN105735125B CN105735125B (en) | 2018-02-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610233646.3A Expired - Fee Related CN105735125B (en) | 2016-04-15 | 2016-04-15 | A kind of denotable bridge expanssion joint covered structure |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2541095A1 (en) * | 1975-09-15 | 1977-03-24 | Stalko Metallbau Gmbh & Co | Structural variable height joint gap spanning device - with lamellae stems linked to one edge by sliding rods |
| CN201406632Y (en) * | 2009-04-28 | 2010-02-17 | 山西晋宇路桥材料有限责任公司 | Bolt-anchored-type bridge-expansion-joint device |
| CN101768921A (en) * | 2010-01-06 | 2010-07-07 | 徐斌 | Environment-friendly noise reduction type bridge expansion joint device with multi-directional deflection function |
| 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 |
-
2016
- 2016-04-15 CN CN201610233646.3A patent/CN105735125B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2541095A1 (en) * | 1975-09-15 | 1977-03-24 | Stalko Metallbau Gmbh & Co | Structural variable height joint gap spanning device - with lamellae stems linked to one edge by sliding rods |
| CN201406632Y (en) * | 2009-04-28 | 2010-02-17 | 山西晋宇路桥材料有限责任公司 | Bolt-anchored-type bridge-expansion-joint device |
| CN101768921A (en) * | 2010-01-06 | 2010-07-07 | 徐斌 | Environment-friendly noise reduction type bridge expansion joint device with multi-directional deflection function |
| 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 |
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| Publication number | Publication date |
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| CN105735125B (en) | 2018-02-27 |
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| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Shao Changzheng Inventor after: Zuo Zhiguo Inventor after: Lin Xiong Inventor after: Mei Chunliu Inventor after: Sun Yanguang Inventor after: Li Ning Inventor after: Dai Kang Inventor after: Sun Xuezi Inventor after: Wu Di Inventor after: Hua Lijun Inventor after: Guo Bin Inventor after: Li Wei Inventor after: Wang Tingting Inventor after: Bao Feng Inventor after: Zhang Weiwei Inventor after: Li Yong Inventor after: Jiao Yantao Inventor after: Dong Xueqiang Inventor after: Kang Xuewei Inventor after: Zhang Leyong Inventor after: Jin Yanbiao Inventor before: Yu Gumei |
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| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20180130 Address after: 065000 South Gate Street, Anci District, Langfang, Hebei Province, No. 125 Applicant after: Shao Changzheng Applicant after: Zuo Zhiguo Applicant after: Lin Xiong Applicant after: Mei Chunliu Applicant after: Sun Yanguang Applicant after: Li Ning Applicant after: Dai Kang Applicant after: Sun Xuezi Applicant after: Wu Di Applicant after: Hua Lijun Applicant after: Guo Bin Applicant after: Li Wei Applicant after: Wang Tingting Applicant after: Bao Feng Applicant after: Zhang Weiwei Applicant after: Li Yong Applicant after: Jiao Yantao Applicant after: Dong Xueqiang Applicant after: Kang Xuewei Applicant after: Zhang Leyong Applicant after: Jin Yanbiao Address before: 518109, Longhua New District, Guangdong, Longhua, Heping Road, Shenzhen street, Huaan Teng building 207 Applicant before: SHENZHEN DIYI ELECTRONIC TECHNOLOGY CO., LTD. |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
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Granted publication date: 20180227 Termination date: 20190415 |