CN205557317U - Bridge expansion joint shock attenuation monitoring subassembly - Google Patents
Bridge expansion joint shock attenuation monitoring subassembly Download PDFInfo
- Publication number
- CN205557317U CN205557317U CN201620259805.2U CN201620259805U CN205557317U CN 205557317 U CN205557317 U CN 205557317U CN 201620259805 U CN201620259805 U CN 201620259805U CN 205557317 U CN205557317 U CN 205557317U
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- CN
- China
- Prior art keywords
- upper substrate
- part bridge
- infrabasal plate
- right part
- matrix
- 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
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Abstract
The utility model discloses a bridge expansion joint shock attenuation monitoring subassembly, including upper substrate and the infrabasal plate that is used for centre gripping left part bridge base member and right part bridge base member, upper substrate and left part bridge base member and right part bridge base member between be provided with a rubber buffer layer, upper substrate and left part bridge base member and right part bridge base member between be provided with the 2nd rubber buffer layer, the utility model has the advantages of reasonable design, having between two upper substrates that are connected and infrabasal plate and having a cushioning effect to left part bridge base member and right part bridge base member, simultaneously adjacent two upper substrates and two infrabasal plates have the cushioning effect, simultaneously bridge expansion joint shock attenuation monitoring subassembly have the pressure monitoring function to send in real time to the receiving terminal through the GSM data transmission module and carry out data analysis.
Description
Technical field
This utility model relates to a kind of bridge expanssion joint damping monitoring assembly.
Background technology
Bridge expanssion joint refers to the requirement for meeting bridge floor deformation, generally between two beam-ends, beam-ends and bridge
Expansion joint is set between platform or in the articulated position of bridge.Require expansion joint parallel, be perpendicular to bridge axes
Both direction, all can freely stretch, solid and reliable, should smooth out when vehicle runs over, without kick and noise；
Want to prevent rainwater and rubbish earth from penetrating into block；Installation, inspection, maintenance, elimination dirt will simply side
Just.Arranging at expansion joint, railing will disconnect with deck paving, and it is high that design one has reliability,
There is the bridge expanssion joint damping device of good antihunt action and become that industry technical staff is to be solved to be asked
Topic.
Utility model content
The purpose of this utility model is to overcome above-mentioned deficiency present in prior art, and provides a kind of structure
Reasonable in design, bridge expanssion joint damping monitoring assembly.
The technical scheme in the invention for solving the above technical problem is: a kind of bridge expanssion joint damping monitoring
Assembly, including for clamping left part bridge matrix and the upper substrate of right part bridge matrix and infrabasal plate, described
Being provided with the first cushion rubber layer between upper substrate and left part bridge matrix and right part bridge matrix, described is upper
The second cushion rubber layer, described left part it is provided with between substrate and left part bridge matrix and right part bridge matrix
Be provided with gap between bridge matrix and right part bridge matrix, described on be basically provided with multiple counter sink,
Counter sink is inserted with screw, and the cylinder of described screw is arranged with spring, described upper substrate and infrabasal plate
It is screwed, described left part bridge matrix and right part bridge matrix are disposed with multiple upper substrate
And infrabasal plate, it is both provided with shock buffering mechanism between two adjacent upper substrates and two adjacent infrabasal plates, described
Shock buffering mechanism include rigid frame, Stiff Block, elastomer block, head rod and the second connecting rod, described
Stiff Block be arranged in rigid frame, arbitrary wall of Stiff Block and arbitrary internal face of rigid frame are 45 °
Angle, is provided with four elastomer block in described rigid frame, the wall of four described elastomer block respectively with rigidity
The internal face of frame and the wall contact of Stiff Block, described head rod and one end of the second connecting rod
Fixing with Stiff Block respectively, the shock buffering mechanism of two described adjacent upper substrates, corresponding first is even
Extension bar is fixed with one of them upper substrate, and the second connecting rod is fixed with another infrabasal plate, two described phases
The shock buffering mechanism of adjacent infrabasal plate, corresponding head rod fixes with one of them infrabasal plate, and second
Connecting rod is fixed with another infrabasal plate, and described upper substrate is firm with two of two shock buffering mechanisms of infrabasal plate
Property frame is fixedly connected with fixing bar.
Further: the first described cushion rubber layer and the second cushion to be provided with pressure transducer, institute
The pressure transducer stated connects GSM data transmission module, and is sent in real time by GSM data transmission module
Data analysis is carried out to receiving terminal.
Further: two, the left and right of described upper substrate and infrabasal plate end face arranges inclined plane.
This utility model compared with prior art, has the following advantages and effect: reasonable in design, two
Have between the upper substrate being connected and infrabasal plate and left part bridge matrix and right part bridge matrix are had damping work
With, there is between two the most adjacent upper substrates and two infrabasal plates cushioning effect, simultaneously described in bridge
Expansion joint damping monitoring assembly has a pressure monitoring function, and by GSM data transmission module send in real time to
Receiving terminal carries out data analysis.
Accompanying drawing explanation
Fig. 1 is the attachment structure schematic diagram of this utility model embodiment upper substrate and infrabasal plate.
Fig. 2 is the structural representation of this utility model embodiment bridge expanssion joint damping monitoring assembly.
Detailed description of the invention
The utility model is described in further detail below in conjunction with the accompanying drawings and by embodiment, below implements
Example is that this utility model is not limited to following example to explanation of the present utility model.
Seeing Fig. 1-Fig. 2, the present embodiment one bridge expanssion joint damping monitoring assembly, including for clamping a left side
Portion's bridge matrix 1 and the upper substrate 3 of right part bridge matrix 2 and infrabasal plate 4, described upper substrate 3 is with left
The first cushion rubber layer 5, described upper substrate it is provided with between portion's bridge matrix 1 and right part bridge matrix 2
The second cushion rubber layer 6 it is provided with between 3 and left part bridge matrix 1 and right part bridge matrix 2, described
Be provided with gap between left part bridge matrix 1 and right part bridge matrix 2, described on be basically provided with multiple
Counter sink 31, counter sink 31 is inserted with screw 32, the cylinder of described screw 32 is arranged with spring 33,
Described upper substrate 3 is fixed by screw 32 with infrabasal plate 4, described left part bridge matrix 1 and right part
Multiple upper substrate 3 and infrabasal plate 4, two adjacent upper substrates 3 and two it are disposed with on bridge matrix 2
Being both provided with shock buffering mechanism between individual adjacent infrabasal plate 4, described shock buffering mechanism includes rigid frame 71, rigidity
Block 72, elastomer block 73, head rod 74 and the second connecting rod 75, described Stiff Block 72 is arranged
In rigid frame 71, arbitrary wall of Stiff Block 72 and arbitrary internal face of rigid frame 71 are 45° angle,
Be provided with four elastomer block 73 in described rigid frame 71, the wall of four described elastomer block 73 respectively with
The wall contact of the internal face of rigid frame 71 and Stiff Block 72, described head rod 74 and the
One end of two connecting rods 75 is fixed with Stiff Block 72 respectively, the bradyseism of two described adjacent upper substrates 3
Mechanism, corresponding head rod 74 fixes with one of them upper substrate 3, the second connecting rod 75 with
Another infrabasal plate 4 is fixed, the shock buffering mechanism of two described adjacent infrabasal plates 4, and corresponding the
One connecting rod 74 is fixed with one of them infrabasal plate 4, and the second connecting rod 75 is fixed with another infrabasal plate 4,
Described upper substrate 3 is fixedly connected with fixing with two rigid frame 71 of the two of infrabasal plate 4 shock buffering mechanisms
Bar 76, is provided with pressure transducer 8 in the first described cushion rubber layer 5 and the second cushion, described
Pressure transducer 8 connects GSM data transmission module, described upper substrate 3 and the left and right two of infrabasal plate 4
Individual end face arranges inclined plane 9, and described bridge expanssion joint damping monitoring assembly passes through upper substrate 3, infrabasal plate 4
And structural interaction between shock buffering mechanism, play bradyseism effect.
Above content described in this specification is only to this utility model example explanation.This reality
Described specific embodiment can be done various repairing with novel person of ordinary skill in the field
Change or supplement or use similar mode to substitute, without departing from the content of this utility model description or super
More scope defined in the claims, all should belong to protection domain of the present utility model.
Claims (3)
1. a bridge expanssion joint damping monitoring assembly, it is characterised in that: include for clamping left part bridge
Beam matrix and the upper substrate of right part bridge matrix and infrabasal plate, described upper substrate and left part bridge matrix and
Be provided with the first cushion rubber layer between right part bridge matrix, described upper substrate and left part bridge matrix and
The second cushion rubber layer, described left part bridge matrix and right part bridge base it is provided with between right part bridge matrix
Be provided with gap between body, described on be basically provided with multiple counter sink, counter sink is inserted with screw, institute
Being arranged with spring on the cylinder of the screw stated, described upper substrate is screwed with infrabasal plate, described
Being disposed with multiple upper substrate and infrabasal plate on left part bridge matrix and right part bridge matrix, two adjacent
Being both provided with shock buffering mechanism between upper substrate and two adjacent infrabasal plates, described shock buffering mechanism includes rigidity
Frame, Stiff Block, elastomer block, head rod and the second connecting rod, described Stiff Block is arranged on rigidity
In frame, arbitrary wall of Stiff Block and arbitrary internal face of rigid frame are 45° angle, set in described rigid frame
Be equipped with four elastomer block, the wall of four described elastomer block respectively with internal face and the Stiff Block of rigid frame
Wall contact, one end of described head rod and the second connecting rod fixes with Stiff Block respectively, institute
The shock buffering mechanism of two the adjacent upper substrates stated, the head rod of its correspondence is solid with one of them upper substrate
Fixed, the second connecting rod is fixed with another infrabasal plate, the shock buffering mechanism of two described adjacent infrabasal plates,
Corresponding head rod is fixed with one of them infrabasal plate, and the second connecting rod is solid with another infrabasal plate
Fixed, described upper substrate is fixedly connected with fixing bar with two rigid frame of two shock buffering mechanisms of infrabasal plate.
Bridge expanssion joint damping monitoring assembly the most according to claim 1, it is characterised in that: institute
Being provided with pressure transducer in the first cushion rubber layer stated and the second cushion, described pressure transducer is even
It is connected to GSM data transmission module.
Bridge expanssion joint damping monitoring assembly the most according to claim 1, it is characterised in that: institute
Upper substrate and two, the left and right of the infrabasal plate end face stated arrange inclined plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620259805.2U CN205557317U (en) | 2016-03-31 | 2016-03-31 | Bridge expansion joint shock attenuation monitoring subassembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620259805.2U CN205557317U (en) | 2016-03-31 | 2016-03-31 | Bridge expansion joint shock attenuation monitoring subassembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205557317U true CN205557317U (en) | 2016-09-07 |
Family
ID=56813518
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620259805.2U Expired - Fee Related CN205557317U (en) | 2016-03-31 | 2016-03-31 | Bridge expansion joint shock attenuation monitoring subassembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205557317U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110241712A (en) * | 2018-07-06 | 2019-09-17 | 韩玉锐 | A kind of bridge deformation seam waterproof construction |
| CN110331659A (en) * | 2019-08-02 | 2019-10-15 | 永康微唯智能科技有限公司 | A kind of equipotential displacement bridge expansion joint installation |
| CN111335104A (en) * | 2020-03-16 | 2020-06-26 | 高增辉 | Method for maintaining and reinforcing expansion joint of highway |
| CN111472269A (en) * | 2020-04-24 | 2020-07-31 | 河南交通职业技术学院 | Basalt fiber comb plate type telescopic device |
| CN113029067A (en) * | 2021-03-24 | 2021-06-25 | 马超 | Bridge expansion joint monitoring and connecting device |
| CN113295843A (en) * | 2021-04-08 | 2021-08-24 | 山东科技大学 | Monitoring device for mining ground crack of shallow coal seam |
| CN114858329A (en) * | 2022-03-04 | 2022-08-05 | 浙江科技学院 | Structure of assembled seamless expansion joint atress monitoring |
-
2016
- 2016-03-31 CN CN201620259805.2U patent/CN205557317U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110241712B (en) * | 2018-07-06 | 2021-08-24 | 宜昌明磊建设工程有限公司 | Bridge movement joint waterproof construction |
| CN110241712A (en) * | 2018-07-06 | 2019-09-17 | 韩玉锐 | A kind of bridge deformation seam waterproof construction |
| CN110331659A (en) * | 2019-08-02 | 2019-10-15 | 永康微唯智能科技有限公司 | A kind of equipotential displacement bridge expansion joint installation |
| CN110331659B (en) * | 2019-08-02 | 2020-08-25 | 长沙锦峰重工科技有限公司 | Equipotential variable-pitch bridge expansion joint device |
| CN111335104A (en) * | 2020-03-16 | 2020-06-26 | 高增辉 | Method for maintaining and reinforcing expansion joint of highway |
| CN111335104B (en) * | 2020-03-16 | 2022-01-21 | 高增辉 | Method for maintaining and reinforcing expansion joint of highway |
| CN111472269A (en) * | 2020-04-24 | 2020-07-31 | 河南交通职业技术学院 | Basalt fiber comb plate type telescopic device |
| CN111472269B (en) * | 2020-04-24 | 2022-03-18 | 河南交通职业技术学院 | Basalt fiber comb plate type telescopic device |
| CN113029067A (en) * | 2021-03-24 | 2021-06-25 | 马超 | Bridge expansion joint monitoring and connecting device |
| CN113295843A (en) * | 2021-04-08 | 2021-08-24 | 山东科技大学 | Monitoring device for mining ground crack of shallow coal seam |
| CN113295843B (en) * | 2021-04-08 | 2023-02-28 | 山东科技大学 | Monitoring device for mining ground crack of shallow coal seam |
| CN114858329A (en) * | 2022-03-04 | 2022-08-05 | 浙江科技学院 | Structure of assembled seamless expansion joint atress monitoring |
| CN114858329B (en) * | 2022-03-04 | 2024-05-31 | 浙江科技学院 | Structure for stress monitoring of assembled seamless expansion joint |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160907 Termination date: 20170331 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |