CN201983915U - Bridge dynamic deflection detection device - Google Patents

Bridge dynamic deflection detection device Download PDF

Info

Publication number
CN201983915U
CN201983915U CN2011200268943U CN201120026894U CN201983915U CN 201983915 U CN201983915 U CN 201983915U CN 2011200268943 U CN2011200268943 U CN 2011200268943U CN 201120026894 U CN201120026894 U CN 201120026894U CN 201983915 U CN201983915 U CN 201983915U
Authority
CN
China
Prior art keywords
bridge
reserve tank
dynamic deflection
liquid reserve
micro
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
Application number
CN2011200268943U
Other languages
Chinese (zh)
Inventor
高俊亮
胡大新
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Xinzhi Jiaoke Technology Development Co., Ltd.
HEBEI PROVINCE EXPRESSWAY MANAGEMENT BUREAU
Original Assignee
Beijing Xinzhi Jiaoke Technology Development Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Beijing Xinzhi Jiaoke Technology Development Co Ltd filed Critical Beijing Xinzhi Jiaoke Technology Development Co Ltd
Priority to CN2011200268943U priority Critical patent/CN201983915U/en
Application granted granted Critical
Publication of CN201983915U publication Critical patent/CN201983915U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Measuring Arrangements Characterized By The Use Of Fluids (AREA)

Abstract

The utility model discloses a bridge dynamic deflection detection device which comprises a liquid storage tank, an adjustable bracket, a support seat, a connecting pipeline, a micro pressure difference sensor and a signal acquirer, wherein the liquid storage tank is fixed on the side wall of the bridge end through the adjustable bracket and the support seat, one end of the connecting pipeline is communicated with the bottom of the liquid storage tank, the other end of the connecting pipeline is connected with the micro pressure difference sensor, and the micro pressure difference sensor is fixed on a point to be detected of a bridge and is communicated with the signal acquirer. In the bridge dynamic deflection detection device, variation of liquid pressure difference is detected with the utilization of the micro pressure difference sensor so that a self position variation of the point to be detected is perceived, and detection information is transferred into the external signal acquirer at any time so as to supply a data basis for accurately and timely grasping variation of the bridge dynamic deflection, the bridge dynamic deflection detection device has simple and convenient detection process, strong real-time performance and accurate and reliable detection result, is particularly suitable for real-time and continuous detection of the point to be detected and has wide applicability and generality.

Description

A kind of bridge dynamic deflection pick-up unit
Technical field
The utility model relates to a kind of device that bridge is carried out the dynamic deflection detection, particularly a kind of bridge dynamic deflection pick-up unit that utilizes connecting pipe to carry out the physical principle monitoring.
Background technology
With respect to the highway foundation Facilities Construction, the cost height of bridge, complex structure, difficulty of construction are big, and the status is important in whole traffic and transport field, and influences huge.Bridge is under arms in the process, is subjected to the loading that constantly changes, and the influence of material aging and fatigue effect, corrosion effect, deflection deformation will certainly occur.Deflection deformation is the most direct reaction of the rigidity of structure, and dynamic deflection more can real time reaction goes out the stiffness variation and the bearing capacity of bridge and changes, it is the macro manifestations of structural safety, also be the important indicator that guarantees the bridge security operation, the accurate test of this parameter directly has influence on the evaluation of structural bearing capacity and to the assessment of structural damage deterioration.
Nowadays, to the detection of deflection of bridge span distortion, promptly to the quiet deformation monitoring of structure relative displacement, technology is ripe relatively, and checkout equipment commonly used comprises dial gauge, spirit-leveling instrument, electronic ruler, UNICOM's formula static level etc., adopts and manually carries out field survey, simply, conveniently, precision is higher; And dynamic deflection, be that dynamic deformation detects, owing to be subjected to the restriction of technical conditions and testing environment, can only carry out some simple test and tests, and accuracy is lower, is difficult to form a kind of permanently effective monitoring mechanism, brings certain difficulty for the dynamic deflection monitoring and evaluation of bridge structure, be unfavorable for understanding at any time the health condition of bridge, bring serious hidden danger to safe handling.
How the dynamic deflection situation of change to bridge detects and information transmission in real time, improves safety in utilization, just becomes matter of utmost importance to be solved in the utility model.
Summary of the invention
In view of above-mentioned existing situation, the utility model aims to provide a kind of accuracy of detection height, detect effective, testing result accurately, bridge dynamic deflection pick-up unit reliably, to reach the purpose that bridge security uses.
The utility model is achieved through the following technical solutions:
A kind of bridge dynamic deflection pick-up unit, comprise liquid reserve tank, adjustable support and bearing, liquid reserve tank is fixed on the adjustable support, adjustable support is fixed on the bearing, bearing is fixed on the wall of bridge end, adjustable support is used to adjust the height of liquid reserve tank in vertical direction, also comprise a connecting tube, a micro-pressure sensor and a signal picker, connecting tube is provided with sleeve pipe, connecting tube one end is communicated with the liquid reserve tank bottom, the other end is connected on the micro-pressure sensor, and micro-pressure sensor is fixed on the tested point of bridge, micro-pressure sensor and signal picker signal communication.
Also be provided with the liquid level observer on the described liquid reserve tank outer wall.
Described liquid reserve tank is a tubbiness, and the tubbiness liquid reserve tank is provided with bung, covers and is provided with bleeder vent.
It is cursory also to be placed with on the liquid level of described liquid reserve tank, and cursory below is sealed with silicone oil.
Can be pure water or anti freezing solution in the described liquid reserve tank.
A kind of bridge dynamic deflection pick-up unit described in the utility model, by a micro-pressure sensor is fixed on the bridge tested point, utilize connecting tube that the liquid reserve tank of stationkeeping is communicated with micro-pressure sensor, along with the distortion of tested point dynamic deflection, thereby micro-pressure sensor can be surveyed the pressure reduction change of liquid and be converted into the tested point distortion, and detection information is sent in the outer signals collector at any time, forming the dynamic deflection frame shows, for accurately, in time grasp the variation of bridge dynamic deflection the data foundation is provided, testing process is simple, convenient, real-time, testing result is accurate, reliably, be particularly suitable for tested point is carried out in real time, continuous detecting has extensive applicability and versatility.And the cursory and sealing silicone oil that is positioned on the liquid reserve tank liquid level can further prevent slosh and volatilization, keeps liquid level steady, reduces the self-vibration of liquid in the case, avoids the influence of dynamic excitation to test result, has guaranteed the accuracy and the reliability of testing result.
Description of drawings
Fig. 1 is the mounting structure synoptic diagram of the utility model when detecting.
Embodiment
Be further described below in conjunction with 1 pair of the utility model of accompanying drawing:
A kind of bridge dynamic deflection pick-up unit described in the utility model comprises liquid reserve tank 1, adjustable support 2, bearing 3, connecting tube 4, a micro-pressure sensor 5 and a signal picker 6.Wherein, liquid reserve tank 1 is a tubbiness, and tubbiness liquid reserve tank 1 is provided with bung 7, and bung 7 is provided with bleeder vent 8, and bleeder vent 8 can guarantee that barrel interior minute-pressure difference and the outer atmospheric pressure of bucket are consistent, and avoid producing the phenomenon that builds the pressure.For preventing that liquid in bucket from rocking or fluctuate, influence the minute-pressure difference and detect, it is cursory 9 also to be placed with on the liquid level of liquid reserve tank 1, and cursory 9 belows are sealed with silicone oil 10.Cursory 9 is the light plastic goods, corrosion-resistant, difficult aging.And be to observe liquid level, in time understand liquid level position in the bucket, on the outer wall of liquid reserve tank 1, also be provided with liquid level observer 11, made things convenient for use.Liquid reserve tank 1 is fixed on the adjustable support 2, and adjustable support 2 is fixed on the bearing 3, and bearing 3 is fixed on as on the distolateral wall 12 of the bridge of reference point, and the position of reference point keeps relative fixed constant.Adjustable support 2 is used to adjust the height of liquid reserve tank 1 in vertical direction, realizes that the height of 1 pair of reference point of liquid reserve tank is regulated.Connecting tube 4 one ends are communicated with liquid reserve tank 1 bottom, and the other end is connected on the micro-pressure sensor 5, are the durability of protection connecting tube 4, prolong the serviceable life of connecting tube 4, also are with sleeve pipe 13 on connecting tube 4.The electric elements that micro-pressure sensor 5 is surveyed as dynamic deflection are fixed on the tested point of case beam 14.The signal output part of micro-pressure sensor 5 is communicated with signal picker 6 by lead, finishes the real-time transmission of detectable signal, even also can adopt wireless mode and signal picker 6 to realize wireless transmission.
In the actual detected, put into pure water or anti freezing solution in the liquid reserve tank 1, after liquid level reaches and detects the height that requires, with silicone oil 10 sealings, it is cursory 9 to put, and covers bung 7, is subjected to cursory 9 and the sealing function of silicone oil 10, liquid level can not produce local vibration, has guaranteed the harmony and the accuracy of liquid level minute-pressure difference.When case beam 14 compressive deformations, micro-pressure sensor 5 position height that are fixed on the case beam 14 change, because micro-pressure sensor 5 is communicated with liquid reserve tank 1 by connecting tube 4, under the situation that liquid reserve tank 1 position remains unchanged, micro-pressure sensor 5 can detect the variation of hydraulic pressure in the connecting tube 4 because of the self-position height change, by lead information is sent in the signal picker 6 at any time, form continually varying dynamic deflection frame 6 li of signal pickers, realize the real-time detection of dynamic deflection, reproduced the dynamic deflection change procedure.Certainly,, a plurality of detecting units also can be installed simultaneously on different detection positions, detect in real time with the multiple spot of finishing bridge according to detecting needs, simple, convenient, fast.

Claims (5)

1. bridge dynamic deflection pick-up unit, comprise liquid reserve tank, adjustable support and bearing, described liquid reserve tank is fixed on the adjustable support, adjustable support is fixed on the bearing, bearing is fixed on the wall of bridge end, adjustable support is used to adjust the height of liquid reserve tank in vertical direction, it is characterized in that, also comprise a connecting tube, a micro-pressure sensor and a signal picker, described connecting tube is provided with sleeve pipe, connecting tube one end is communicated with the liquid reserve tank bottom, and the other end is connected on the micro-pressure sensor; Described micro-pressure sensor is fixed on the tested point of bridge, micro-pressure sensor and signal picker signal communication.
2. a kind of bridge dynamic deflection pick-up unit according to claim 1 is characterized in that, also is provided with the liquid level observer on the described liquid reserve tank outer wall.
3. according to claim 1 or 2 described a kind of bridge dynamic deflection pick-up units, it is characterized in that described liquid reserve tank is a tubbiness, the tubbiness liquid reserve tank is provided with bung, covers to be provided with bleeder vent.
4. a kind of bridge dynamic deflection pick-up unit according to claim 3 is characterized in that it is cursory also to be placed with on the liquid level of described liquid reserve tank, and cursory below is sealed with silicone oil.
5. a kind of bridge dynamic deflection pick-up unit according to claim 1 is characterized in that, can be pure water or anti freezing solution in the described liquid reserve tank.
CN2011200268943U 2011-01-27 2011-01-27 Bridge dynamic deflection detection device Expired - Fee Related CN201983915U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011200268943U CN201983915U (en) 2011-01-27 2011-01-27 Bridge dynamic deflection detection device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011200268943U CN201983915U (en) 2011-01-27 2011-01-27 Bridge dynamic deflection detection device

Publications (1)

Publication Number Publication Date
CN201983915U true CN201983915U (en) 2011-09-21

Family

ID=44611374

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011200268943U Expired - Fee Related CN201983915U (en) 2011-01-27 2011-01-27 Bridge dynamic deflection detection device

Country Status (1)

Country Link
CN (1) CN201983915U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104089602A (en) * 2014-07-11 2014-10-08 中冶建筑研究总院有限公司 Method for measuring dynamic deflection through fiber grating differential pressure gauges
CN104139836A (en) * 2014-07-24 2014-11-12 江苏驷博电气有限公司 Measuring device for deflection of floating dock
CN108801567A (en) * 2018-04-04 2018-11-13 中铁大桥科学研究院有限公司 A kind of liquid level communicating pipe influenced test device and test method by structure oscillation crosswise
CN109813509A (en) * 2019-01-14 2019-05-28 中山大学 The method that high-speed rail bridge vertically moves degree of disturbing measurement is realized based on unmanned plane

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104089602A (en) * 2014-07-11 2014-10-08 中冶建筑研究总院有限公司 Method for measuring dynamic deflection through fiber grating differential pressure gauges
CN104139836A (en) * 2014-07-24 2014-11-12 江苏驷博电气有限公司 Measuring device for deflection of floating dock
CN108801567A (en) * 2018-04-04 2018-11-13 中铁大桥科学研究院有限公司 A kind of liquid level communicating pipe influenced test device and test method by structure oscillation crosswise
CN109813509A (en) * 2019-01-14 2019-05-28 中山大学 The method that high-speed rail bridge vertically moves degree of disturbing measurement is realized based on unmanned plane
CN109813509B (en) * 2019-01-14 2020-01-24 中山大学 Method for realizing measurement of vertical dynamic disturbance degree of high-speed rail bridge based on unmanned aerial vehicle

Similar Documents

Publication Publication Date Title
CN103292774B (en) A kind of dynamic deflection metrology method of bridge
CN102494670A (en) Method for monitoring foundation settlement by using static water level gauge and static water level gauges used in method
CN201983915U (en) Bridge dynamic deflection detection device
CN102080980B (en) Measuring method of oil level/ intensity of airplane fuel oil
EP4239283A3 (en) System and method for providing information on fuel savings, safe operation, and maintenance by real-time predictive monitoring and predictive controlling of aerodynamic and hydrodynamic environmental internal/external forces, hull stresses, motion with
CN201662420U (en) Integrated dry-gas holder counter metering and piston gradient detecting device
CN105466521A (en) Method for measuring liquid level of liquid in container
CN103336320A (en) Intelligent alarm rain gauge
CN104061983A (en) Tilting pendulum type float ball liquid level meter
CN104457890A (en) Canned intelligent volume monitoring device
CN202119509U (en) Liquidometer suitable for underground pond with large area
CN102392635A (en) Underground well water level observation device
JP4523904B2 (en) Water level measuring device and water level measuring system using this water level measuring device
CN104501911A (en) Spiral spring wire pulling liquid level measurement instrument and measurement method thereof
US7603900B2 (en) Leakage inspection apparatus for liquid storage tank technical field
CN206974511U (en) A kind of ultrasonic water level gauge for adapting to water level fluctuation
CN103759791A (en) Portable multifunctional liquid level measuring device and method based on laser and pressure
CN210089805U (en) Transducer and buoy liquid level meter
CN104280097A (en) Floating roof tank liquid level measuring device and measurement method using measurement device
CN203420292U (en) Direct-reading type pile foundation displacement detection device
CN203422141U (en) Liquid level measuring device
CN204330087U (en) Spiral clockwork spring line draws fluid level measuring instrument
KR20130106560A (en) Automatic oil leak detector of oil storage tank
CN204101134U (en) Pendulum-type of inclining floating ball lever meter
CN105571564A (en) Height measuring sensor and hydraulic support using same

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: HUBEI PROVINCE EXPRESSWAY MANAGEMENT BUREAU

Free format text: FORMER OWNER: BEIJING XINZHI JIAOKE TECHNOLOGY DEVELOPMENT CO., LTD.

Effective date: 20130207

Owner name: BEIJING XINZHI JIAOKE TECHNOLOGY DEVELOPMENT CO.,

Effective date: 20130207

C41 Transfer of patent application or patent right or utility model
C53 Correction of patent for invention or patent application
CB03 Change of inventor or designer information

Inventor after: Gao Junliang

Inventor after: Kang Yanmin

Inventor after: Wang Guoqing

Inventor after: Li Huizhen

Inventor after: Li Sujuan

Inventor after: Guo Li

Inventor after: Hu Daxin

Inventor before: Gao Junliang

Inventor before: Hu Daxin

COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 100088 HAIDIAN, BEIJING TO: 050011 SHIJIAZHUANG, HEBEI PROVINCE

Free format text: CORRECT: INVENTOR; FROM: GAO JUNLIANG HU DAXIN TO: GAO JUNLIANG KANG YANMIN WANG GUOQING LI HUIZHEN LI SUJUAN GUO LI HU DAXIN

TR01 Transfer of patent right

Effective date of registration: 20130207

Address after: 050011 No. 509 East Yuhua Road, Hebei, Shijiazhuang

Patentee after: HEBEI PROVINCE EXPRESSWAY MANAGEMENT BUREAU

Patentee after: Beijing Xinzhi Jiaoke Technology Development Co., Ltd.

Address before: 100088, room 220, building 19, Bao Sheng, Haidian District, Beijing

Patentee before: Beijing Xinzhi Jiaoke Technology Development Co., Ltd.

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110921

Termination date: 20160127

CF01 Termination of patent right due to non-payment of annual fee