CN105890663A - Bridge deformation real-time monitoring system - Google Patents
Bridge deformation real-time monitoring system Download PDFInfo
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- CN105890663A CN105890663A CN201610326926.9A CN201610326926A CN105890663A CN 105890663 A CN105890663 A CN 105890663A CN 201610326926 A CN201610326926 A CN 201610326926A CN 105890663 A CN105890663 A CN 105890663A
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- Prior art keywords
- bridge
- bridge floor
- pier
- monitoring point
- point sensor
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01D—MEASURING NOT SPECIALLY ADAPTED FOR A SPECIFIC VARIABLE; ARRANGEMENTS FOR MEASURING TWO OR MORE VARIABLES NOT COVERED IN A SINGLE OTHER SUBCLASS; TARIFF METERING APPARATUS; MEASURING OR TESTING NOT OTHERWISE PROVIDED FOR
- G01D21/00—Measuring or testing not otherwise provided for
- G01D21/02—Measuring two or more variables by means not covered by a single other subclass
Abstract
The invention discloses a bridge deformation real-time monitoring system. The bridge deformation real-time monitoring system of the invention comprises a monitoring room and a bridge face; the bottom surface of the bridge face is connected with bridge face supporting beams; two ends of the bottom surface of each bridge face supporting beam are connected with one pier respectively; one side of the bridge face is provided with bridge face monitoring point sensors; the control room is associated with the bridge face monitoring point sensors; two sides of the bridge face are provided with flanges; the flanges are in horizontal states; a data processor is installed inside the control room; an evaluation working device is arranged at one side of the data processor; the top surface of the evaluation working device is connected with a console; two ends of the front surface of each bridge face supporting beam are provided with bridge monitoring point sensors; a pier monitoring point sensor is installed at a portion on the side surface of one pier, wherein the portion on the side surface of the pier is adjacent to the bottom of the pier; and a displacement meter is installed at a portion on the side surface of the other pier, wherein the portion on the side surface of the pier is adjacent to the bottom of the pier. The bridge deformation real-time monitoring system of the invention can monitor the deformation of a bridge and is of great significance for ensuring the safety of the bridge.
Description
Technical field
The present invention relates to bridge security equipment technical field, be specially a kind of bridge deformation real-time monitoring system.
Background technology
Bridge deformation monitoring is for grasping bridge health degree, guaranteeing that bridge security is significant.At present, the common equipment of bridge deformation monitoring has: planar survey equipment routinely, GPS bridge displacement detection equipment, and radar distortion measurement equipment；But in the case of a lot of in some present equipment, we can not find the deformation of bridge timely, and this is reacted and process timely, the property loss thereby resulted in is huge heavy with casualties, so we need the deformation to bridge to carry out real-time monitoring, reach the purpose early processed.
Summary of the invention
It is an object of the invention to provide a kind of bridge deformation real-time monitoring system, with the problem solving to propose in above-mentioned background technology.
For achieving the above object, the present invention provides following technical scheme: a kind of bridge deformation real-time monitoring system, including Control Room, bridge floor；The bottom surface of described bridge floor connects bridge floor support beam；The two ends of described bridge floor support beam bottom surface connect bridge pier；The side of described bridge floor is provided with bridge floor monitoring point sensor；Described Control Room is associated with bridge floor monitoring point sensor；The both sides of described bridge floor are provided with the edge of a wing；The described edge of a wing is in level；The internally installed of described Control Room has data processor；The side of described data processor is provided with evaluation work device；The end face of described evaluation work device connects control station；Described two ends, bridge floor support beam front are provided with bridge monitoring point sensor；The side of described bridge pier is provided with bridge pier monitoring point sensor near the position of bottom；Another described bridge pier side is provided with displacement meter near the position of bottom.
Preferably, described bridge floor support beam is evenly distributed on the bottom surface of bridge floor；Two described bridge piers are vertically placed；Two described bridge piers are in parastate；The bottom surface of described bridge pier is touched with ground.
Preferably, the back side of described bridge floor monitoring point sensor and a side bonds of bridge floor；Described bridge floor monitoring point sensor is evenly distributed on the side of bridge floor.
Preferably, the bottom surface of described data processor is connected with Control Room inner bottom surface；The shell of described evaluation work device scribbles antirust paint.
Preferably, two described bridge monitoring point sensors are positioned at same level；Described displacement meter and bridge pier monitoring point sensor are in same level.
Compared with prior art, the invention has the beneficial effects as follows: the present invention relates to the Real-time Collection of information, focus on analysis, remotely transmission and the analysis and assessment of information, in such a system, bridge substantially can be divided into three parts and monitor in real time, respectively: bridge floor part, support beam part, bridge pier part, it is respectively adopted bridge floor monitoring point sensor, bridge monitoring point sensor, bridge pier monitoring point sensor carries out real-time monitoring, thus carry out the torsion resistance of bridge floor, the shearing distribution of bridge floor, the stress distribution in the cross section of beam, the collection of the sinking displacement data of bridge pier, the state of comprehensive monitoring bridge.
Accompanying drawing explanation
Fig. 1 is present configuration schematic diagram；
Fig. 2 is oblique view of the present invention；
Fig. 3 is Control Room schematic diagram of the present invention；
Fig. 4 is bridge floor support beam partial schematic diagram of the present invention.
In figure: 1, Control Room；2, bridge floor；3, bridge floor support beam；4, bridge pier；5, bridge floor monitoring point sensor；6, data processor；7, control station；8, bridge monitoring point sensor；9, bridge pier monitoring point sensor；10, displacement meter；11, the edge of a wing；12, evaluation work device.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments.Based on the embodiment in the present invention, the every other embodiment that those of ordinary skill in the art are obtained under not making creative work premise, broadly fall into the scope of protection of the invention.
Referring to Fig. 1-4, the present invention provides a kind of technical scheme: include Control Room 1, bridge floor 2；The bottom surface of described bridge floor 2 connects bridge floor support beam 3；The two ends of described bridge floor support beam 3 bottom surface connect bridge pier 4；The side of described bridge floor 2 is provided with bridge floor monitoring point sensor 5；Described Control Room 1 is associated with bridge floor monitoring point sensor 5；The both sides of described bridge floor 2 are provided with the edge of a wing 11；The described edge of a wing 11 is in level；The internally installed of described Control Room 1 has data processor 6；The side of described data processor 6 is provided with evaluation work device 12；The end face of described evaluation work device 12 connects control station 7；Described two ends, bridge floor support beam 3 front are provided with bridge monitoring point sensor 8；The side of described bridge pier 4 is provided with bridge pier monitoring point sensor 9 near the position of bottom；Another described bridge pier 4 side is provided with displacement meter 10 near the position of bottom；Described bridge floor support beam 3 is evenly distributed on the bottom surface of bridge floor 2；Two described bridge piers 4 are vertically placed；Two described bridge piers 4 are in parastate；The bottom surface of described bridge pier 4 is touched with ground；The back side of described bridge floor monitoring point sensor 5 and a side bonds of bridge floor 2；Described bridge floor monitoring point sensor 5 is evenly distributed on the side of bridge floor 2；The bottom surface of described data processor 6 is connected with Control Room 1 inner bottom surface；The shell of described evaluation work device 12 scribbles antirust paint；Two described bridge monitoring point sensors 8 are positioned at same level；Described displacement meter 10 is in same level with bridge pier monitoring point sensor 9.
The present invention is in the specific implementation, native system is mainly to bridge floor 2 part, bridge floor support beam 3 part, bridge pier 4 part is monitored, it is respectively adopted bridge floor monitoring point sensor 5, bridge monitoring point sensor 8, bridge pier monitoring point sensor 9 carries out real-time monitoring, thus carry out the torsion resistance of bridge floor 2, the shearing distribution of bridge floor 2, the stress distribution in the cross section of bridge floor support beam 3, the collection of the sinking displacement data of bridge pier 4, the state of comprehensive monitoring bridge, and the data of monitoring are imported control station 7, worked by control station 7 analysis and evaluation, bridge is carried out automatic analysis of fatigue, predicting residual useful life, holistic health is analyzed, thus grasp the situation of bridge.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, being appreciated that and these embodiments can carry out multiple change without departing from the principles and spirit of the present invention, revise, replace and modification, the scope of the present invention be defined by the appended.
Claims (5)
1. a bridge deformation real-time monitoring system, it is characterised in that: include Control Room (1), bridge floor (2)；The bottom surface of described bridge floor (2) connects bridge floor support beam (3)；The two ends of described bridge floor support beam (3) bottom surface connect bridge pier (4)；The side of described bridge floor (2) is provided with bridge floor monitoring point sensor (5)；Described Control Room (1) is associated with bridge floor monitoring point sensor (5)；The both sides of described bridge floor (2) are provided with the edge of a wing (11)；The described edge of a wing (11) is in level；The internally installed of described Control Room (1) has data processor (6)；The side of described data processor (6) is provided with evaluation work device (12)；The end face of described evaluation work device (12) connects control station (7)；Described bridge floor support beam (3) two ends, front are provided with bridge monitoring point sensor (8)；The side of described bridge pier (4) is provided with bridge pier monitoring point sensor (9) near the position of bottom；Described another bridge pier (4) side is provided with displacement meter (10) near the position of bottom.
A kind of bridge deformation real-time monitoring system the most according to claim 1, it is characterised in that: described bridge floor support beam (3) is evenly distributed on the bottom surface of bridge floor (2)；Two described bridge piers (4) are vertically placed；Two described bridge piers (4) are in parastate.
A kind of bridge deformation real-time monitoring system the most according to claim 1, it is characterised in that: the bottom surface of described bridge pier (4) is touched with ground；The back side of described bridge floor monitoring point sensor (5) and a side bonds of bridge floor (2)；Described bridge floor monitoring point sensor (5) is evenly distributed on the side of bridge floor (2).
A kind of bridge deformation real-time monitoring system the most according to claim 1, it is characterised in that: the bottom surface of described data processor (6) is connected with Control Room (1) inner bottom surface；The shell of described evaluation work device (12) scribbles antirust paint.
A kind of bridge deformation real-time monitoring system the most according to claim 1, it is characterised in that: two described bridge monitoring point sensors (8) are positioned at same level；Described displacement meter (10) and bridge pier monitoring point sensor (9) are in same level.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610326926.9A CN105890663A (en) | 2016-05-17 | 2016-05-17 | Bridge deformation real-time monitoring system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610326926.9A CN105890663A (en) | 2016-05-17 | 2016-05-17 | Bridge deformation real-time monitoring system |
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| CN105890663A true CN105890663A (en) | 2016-08-24 |
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| CN201610326926.9A Pending CN105890663A (en) | 2016-05-17 | 2016-05-17 | Bridge deformation real-time monitoring system |
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Cited By (3)
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|---|---|---|---|---|
| CN109813274A (en) * | 2019-01-29 | 2019-05-28 | 北京讯腾智慧科技股份有限公司 | Railway bridge deformation monitoring system and method |
| CN110567514A (en) * | 2019-08-22 | 2019-12-13 | 北京建筑大学 | bridge structure safety state monitoring system and monitoring method based on intelligent support |
| CN113358158A (en) * | 2021-06-24 | 2021-09-07 | 时跃强 | Intelligent monitoring device for bridge health state |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109813274A (en) * | 2019-01-29 | 2019-05-28 | 北京讯腾智慧科技股份有限公司 | Railway bridge deformation monitoring system and method |
| CN110567514A (en) * | 2019-08-22 | 2019-12-13 | 北京建筑大学 | bridge structure safety state monitoring system and monitoring method based on intelligent support |
| CN113358158A (en) * | 2021-06-24 | 2021-09-07 | 时跃强 | Intelligent monitoring device for bridge health state |
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Application publication date: 20160824 |
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