CN105839528A - Bridge expansion joint covering device with vibration attenuation function - Google Patents
Bridge expansion joint covering device with vibration attenuation function Download PDFInfo
- Publication number
- CN105839528A CN105839528A CN201610233527.8A CN201610233527A CN105839528A CN 105839528 A CN105839528 A CN 105839528A CN 201610233527 A CN201610233527 A CN 201610233527A CN 105839528 A CN105839528 A CN 105839528A
- Authority
- CN
- China
- Prior art keywords
- extension
- vertical extension
- disengagable
- bridge structure
- support member
- 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
- 229920001971 elastomer Polymers 0.000 claims abstract description 9
- 238000005253 cladding Methods 0.000 claims description 18
- 238000013016 damping Methods 0.000 claims description 7
- 230000000903 blocking effect Effects 0.000 claims description 6
- 238000010008 shearing Methods 0.000 claims description 6
- 230000000694 effects Effects 0.000 claims description 4
- 210000000481 breast Anatomy 0.000 claims description 3
- 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
- RRHGJUQNOFWUDK-UHFFFAOYSA-N Isoprene Chemical compound CC(=C)C=C RRHGJUQNOFWUDK-UHFFFAOYSA-N 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229920001195 polyisoprene Polymers 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
A simple bridge expansion joint covering device with a vibration attenuation function is used for covering the pavement positions of bridge expansion joints and comprises a rubber body (9) flush with bridge pavements in the horizontal height, a support body (8) located in the rubber body (9) as well as two extension support pieces (7) which can move in the support body (8) oppositely and adopt symmetric structures, wherein each of the two extension support pieces (7) comprises a horizontal extension head (721) capable of horizontally sliding in a sliding chute (81) of the support body (8), a vertical extension part (72) connected with the horizontal extension head (721) as well as a support arm (71) which is connected with the lower end of the vertical extension part (72) and extends towards adjacent bridge structure bodies, and support disks (73) propped against the adjacent bridge structure bodies are arranged at ends of the two extension support pieces (7).
Description
Technical field
The present invention relates to bridge field, a kind of bridge expanssion joint cladding system with vibration-damping function.
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 of safeguarding bridge pavement, generally require and this expansion joint is carried out elastomeric objects filling or covering.Known mode is to use the materials such as elastic caoutchouc to cover or clog.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 to produce these working positions when driving and damages 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 bridge expanssion joint cladding system with vibration-damping function, it can overcome defect of the prior art.
nullThe bridge expanssion joint cladding system with vibration-damping function according to the present invention，Cover at the road surface to bridge expanssion joint，Including the rubber body flushed with the level height of bridge pavement、It is positioned at the supporter within described rubber body、And can be 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，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 cross section between described disengagable lock hook and described disengagable locking dop is oval action bars, and described action bars is rotatably supported in be fixed in the support rod being connected with described bridge structure body；Wherein, 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 gib head protuberance of 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 with the adjacent surface of described card head thus realizes linking locking, now, the oval major axis of the cross section of described action bars is horizontal direction；nullWhen 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 realizes unlocking，Now，Said two extends support member and described support plate can be made under the effect of the top pressure spring being located at therebetween to be pressed on adjacent bridge structure body and make in the shearing hole that described shear pin is inserted into correspondence，The vertical extension extended in support member on described right side is provided with groove and drives motor，It is provided with movable block in described groove，Described movable block coordinates fixing connection with described top pressure spring，Described movable block bosom position is provided with screw shell，Described movable block is embedded in described groove，And sliding connection，The first spacing block set it is provided with at described slot opening，The described movable block edge of described inside grooves is provided with the second spacing block set，Described first spacing block set is connected with described second spacing block set，Described driving motor is provided with screw rod，Described screw rod runs through the vertical extension on described right side and is connected with described screw shell threaded engagement，It is provided with cushion blocking between described driving motor and the vertical extension on described right side，Described cushion blocking is in order to reduce the shaking force that described driving motor operationally produces，Improve stability.
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 the elastomeric material supporting at road surface in place and can be flushed with road surface with the friction of matrix side by end card.And this device is easily installed, reason is, it is before the mounting by being arranged on the sealed of the 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 cladding system is secured in place by needs, be there is the elliptic cross-section action bars of long shape shaft by operation, enable to described hook part and card head member disengages, thus by the elastic top opening force of elastic top splenium part, the end of two support arms is pushed up and press to matrix side to realize fixing.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 be close to each other and make described hook part and the deformation of dop component elasticity be changed into locked state from disengaged condition thus described cladding system is converted to contraction state.This can carry out the conversion operation of this contraction state when transporting described cladding system manufacturing complete, it is also possible to takes when cladding system is removed from flexible gap by needs.This is to 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 by pushing automatically into the performance of locked state.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 to realize installation and removal effect easily, thus save 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 cladding system of the present invention, there is shown said two and extends the state that support member is the most sealed；
Fig. 2 shows that the cladding system in Fig. 1 is in released state, state when i.e. two extension support members are disconnected from each other；The most described cladding system is installed in bridge expanssion joint in place.
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.
nullA kind of bridge expanssion joint cladding system with vibration-damping function according to embodiment，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 within described rubber body 9、And can be 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，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 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；nullWhen 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 extends support member 7 and described support plate 73 can be made under the effect of the top pressure spring 75 being located at therebetween to be pressed on adjacent bridge structure body and make in the shearing hole that described shear pin 731 is inserted into correspondence，The vertical extension 72 extended in support member 7 on described right side is provided with groove 101 and drives motor 107，It is provided with movable block 102 in described groove 101，Described movable block 102 coordinates fixing connection with described top pressure spring 75，Described movable block 102 bosom position is provided with screw shell 105，Described movable block 102 is embedded in described groove 101，And sliding connection，Described groove 101 opening part is provided with the first spacing block set 103，Described movable block 102 edge within described groove 101 is provided with the second spacing block set 104，Described first spacing block set 103 is connected with described second spacing block set 104，Described driving motor 107 is provided with screw rod 106，Described screw rod 106 runs through the vertical extension 72 on described right side and is connected with described screw shell 105 threaded engagement，It is provided with cushion blocking 108 between described driving motor 107 and the vertical extension 72 on described right side，Described cushion blocking 108 is in order to reduce the shaking force that described driving motor 107 operationally produces，Improve stability.
Valuably, 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.
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 the elastomeric material supporting at road surface in place and can be flushed with road surface with the friction of matrix side by end card.And this device is easily installed, reason is, it is before the mounting by being arranged on the sealed of the 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 cladding system is secured in place by needs, be there is the elliptic cross-section action bars of long shape shaft by operation, enable to described hook part and card head member disengages, thus by the elastic top opening force of elastic top splenium part, the end of two support arms is pushed up and press to matrix side to realize fixing.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 be close to each other and make described hook part and the deformation of dop component elasticity be changed into locked state from disengaged condition thus described cladding system is converted to contraction state.This can carry out the conversion operation of this contraction state when transporting described cladding system manufacturing complete, it is also possible to takes when cladding system is removed from flexible gap by needs.This is to 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 by pushing automatically into the performance of locked state.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 bridge expanssion joint cladding system with vibration-damping function，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 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；nullWhen 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 extends support member (7) and described support plate (73) can be made under the effect being located at top pressure spring therebetween (75) to be pressed on adjacent bridge structure body and make in the shearing hole that described shear pin (731) is inserted into correspondence，Vertical extension (72) in the extension support member (7) on described right side is provided with groove (101) and drives motor (107)，Movable block (102) it is provided with in described groove (101)，Described movable block (102) coordinates fixing connection with described top pressure spring (75)，Described movable block (102) bosom position is provided with screw shell (105)，Described movable block (102) is embedded in described groove (101)，And sliding connection，Described groove (101) opening part is provided with the first spacing block set (103)，Described movable block (102) edge of described groove (101) inside is provided with the second spacing block set (104)，Described first spacing block set (103) is connected with described second spacing block set (104)，Described driving motor (107) is provided with screw rod (106)，Described screw rod (106) runs through the vertical extension (72) on described right side and is connected with described screw shell (105) threaded engagement，It is provided with cushion blocking (108) between the vertical extension (72) on described driving motor (107) and described right side，Described cushion blocking (108) is in order to reduce the shaking force that described driving motor (107) operationally produces，Improve stability.
- nullA kind of bridge expanssion joint cladding system with vibration-damping function，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 |
|---|---|---|---|
| CN201610233527.8A CN105839528B (en) | 2016-04-15 | 2016-04-15 | A kind of bridge expanssion joint cladding system with vibration-damping function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610233527.8A CN105839528B (en) | 2016-04-15 | 2016-04-15 | A kind of bridge expanssion joint cladding system with vibration-damping function |
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| Publication Number | Publication Date |
|---|---|
| CN105839528A true CN105839528A (en) | 2016-08-10 |
| CN105839528B CN105839528B (en) | 2018-06-19 |
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| CN201610233527.8A Active CN105839528B (en) | 2016-04-15 | 2016-04-15 | A kind of bridge expanssion joint cladding system with vibration-damping function |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681124A (en) * | 2020-12-26 | 2021-04-20 | 朱锋 | Comb-tooth-shaped damping displacement bridge expansion device |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201901844U (en) * | 2010-12-08 | 2011-07-20 | 衡水橡胶股份有限公司 | Expansion device for railway bridges |
| CN102493337A (en) * | 2011-12-15 | 2012-06-13 | 宁波路宝科技实业集团有限公司 | Vibration damping and noise reduction type bridge expansion joint device |
| CN204298726U (en) * | 2014-12-02 | 2015-04-29 | 王祥国 | A kind of Expansion Units for Highway Bridges |
| CN204401453U (en) * | 2015-01-13 | 2015-06-17 | 巩江鸿 | A kind of damping noise reduction type bridge expanssion joint |
| CN204780576U (en) * | 2015-06-19 | 2015-11-18 | 河海大学 | Bridge expansion joint apparatus |
| KR101599823B1 (en) * | 2015-06-08 | 2016-03-04 | 유니슨이테크(주) | Exchangeable elastic joint apparatus for a bridge structure |
-
2016
- 2016-04-15 CN CN201610233527.8A patent/CN105839528B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201901844U (en) * | 2010-12-08 | 2011-07-20 | 衡水橡胶股份有限公司 | Expansion device for railway bridges |
| CN102493337A (en) * | 2011-12-15 | 2012-06-13 | 宁波路宝科技实业集团有限公司 | Vibration damping and noise reduction type bridge expansion joint device |
| CN204298726U (en) * | 2014-12-02 | 2015-04-29 | 王祥国 | A kind of Expansion Units for Highway Bridges |
| CN204401453U (en) * | 2015-01-13 | 2015-06-17 | 巩江鸿 | A kind of damping noise reduction type bridge expanssion joint |
| KR101599823B1 (en) * | 2015-06-08 | 2016-03-04 | 유니슨이테크(주) | Exchangeable elastic joint apparatus for a bridge structure |
| CN204780576U (en) * | 2015-06-19 | 2015-11-18 | 河海大学 | Bridge expansion joint apparatus |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681124A (en) * | 2020-12-26 | 2021-04-20 | 朱锋 | Comb-tooth-shaped damping displacement bridge expansion device |
| CN112681124B (en) * | 2020-12-26 | 2022-07-01 | 朱锋 | Comb-tooth-shaped damping displacement bridge expansion device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105839528B (en) | 2018-06-19 |
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Effective date of registration: 20201118 Address after: 226600 West 8 Nanhai Avenue, Haian High-tech Zone, Nantong City, Jiangsu Province Patentee after: NANTONG KEDA BUILDING MATERIALS Co.,Ltd. Address before: 226600 169 Li Fa FA Road, Chengdong Town, Haian City, Nantong, Jiangsu. Patentee before: NANTONG WOTE OPTOELECTRONICS TECHNOLOGY Co.,Ltd. Effective date of registration: 20201118 Address after: 226600 169 Li Fa FA Road, Chengdong Town, Haian City, Nantong, Jiangsu. Patentee after: NANTONG WOTE OPTOELECTRONICS TECHNOLOGY Co.,Ltd. Address before: 362400, Fujian Province, Quanzhou County, Chengxiang Town, Anxi Village building 97, No. 2 Patentee before: Anxi County Baijiayi Household Goods Co.,Ltd. |
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Address after: 226600 No.8, Nanhai Avenue West, hi tech Zone, Hai'an City, Nantong City, Jiangsu Province Patentee after: Nantong Keda Building Materials Technology Co.,Ltd. Address before: 226600 No.8, Nanhai Avenue West, hi tech Zone, Hai'an City, Nantong City, Jiangsu Province Patentee before: NANTONG KEDA BUILDING MATERIALS Co.,Ltd. |