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Shock-absorbing and buffering assembly of bridge and monitoring system

A monitoring system and bridge technology, applied in bridge parts, bridges, bridge materials, etc., can solve problems such as easy leakage, large property loss, and leakage, and achieve the effect of ensuring balance, avoiding tilt, and ensuring stability

Active Publication Date: 2017-07-14
CHANGAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, the commonly used equipment for bridge deformation monitoring are: conventional ground measurement equipment, GPS bridge displacement detection equipment, and radar deformation measurement equipment; Timely response and treatment will result in huge property losses and heavy casualties, so we need to monitor the deformation of the bridge in real time to achieve the purpose of early treatment
[0004] A real-time monitoring system for bridge deformation is disclosed in the publication number CN 105890663 A. The invention includes a monitoring room and a bridge deck; the bottom of the bridge deck is connected with a bridge deck support beam; the two ends of the bridge deck support beam bottom are connected with bridge piers; One side of the bridge deck is equipped with bridge deck monitoring point sensors; the monitoring room is associated with the bridge deck monitoring point sensors; both sides of the bridge deck are provided with flanges; the flanges are in a horizontal state; the inside of the monitoring room is equipped with a data processor; An evaluation worker is set on one side of the data processor; the top surface of the evaluation worker is connected to a console; bridge monitoring point sensors are set at both ends of the front of the bridge deck support beam; bridge pier monitoring point sensors are set on the side of the bridge pier near the bottom ;The side of the other pier near the bottom is equipped with a displacement gauge; although this structure has obtained a good detection effect, it cannot detect the interior and all-round detection, which makes it prone to mistakes
[0005] In the publication number CN 105973452 A, a remote bridge vibration monitoring system includes a laser transmitter, an optical fiber coupler, an optical fiber, a stepping motor, a plane mirror, an optical fiber collimator, a photoelectric detector and a signal transmission module, and a laser transmitter The emitted laser light is dispersed into multiple laser beams after passing through the fiber coupler. The first laser beam is irradiated on the rotatable plane mirror through the optical fiber, and the laser beam is reflected on the plane mirror. The laser light is sent to multiple photodetectors respectively through the optical fiber; the photodetector also receives the scattered signal of the laser light on the bottom surface of the bridge and sends the signal together with the laser signal received from the optical fiber to the signal sending module; To obtain the information of the bridge, but it has not realized the all-round detection of the bridge, so it is also prone to mistakes.

Method used

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  • Shock-absorbing and buffering assembly of bridge and monitoring system
  • Shock-absorbing and buffering assembly of bridge and monitoring system
  • Shock-absorbing and buffering assembly of bridge and monitoring system

Examples

Experimental program
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Effect test

Embodiment 1

[0036] A bridge shock absorbing and buffering assembly and monitoring system, comprising an L-shaped slide rail 19 arranged at the bottom of a bridge 20, an I-shaped steel 14 located in the L-shaped slide rail, an arc surface arranged on the I-shaped steel, an arc surface arranged on the arc The slide block with rubber and it on the shape surface 15, the base that is sleeved under the I-beam, the track mechanism that is arranged on the bottom surface of the bridge, the detection mechanism that is arranged on the track mechanism for detecting the actual situation of the bridge bottom surface, the L Connected by spring 13 between the shaped slide rail and the base;

[0037] The lower plate 16 of the I-shaped steel is located in the slideway of the base 18 .

[0038] The two L-shaped slide rails are covered with gaps on the I-shaped steel.

[0039] The slider is made of elastic material, the elastic force of the spring is greater than the self-weight of the bridge plate, and the...

Embodiment 2

[0053] The traveling wheel set comprises a horizontal traveling wheel 3 and a vertical traveling wheel 2 arranged on the I-shaped steel track;

[0054] The auxiliary traveling mechanism includes an auxiliary traveling seat 8, which is arranged on the auxiliary traveling seat 8 for driving the auxiliary traveling wheel set;

[0055] The main track adopted in this embodiment is an I-steel track arranged along one side of the bottom surface of the bridge, and the auxiliary track is an auxiliary I-steel track arranged on the bridge hole surface of the bottom surface of the bridge and perpendicular to the I-steel track; To ensure the stability of the structure and prevent the device from falling due to wind, the walking mechanism adopted includes a walking seat, a walking wheel set arranged on the upper part of the walking seat, and a walking wheel set arranged in the walking seat. Auxiliary walking mechanism, the mechanical arm that is arranged on the walking seat and cooperates w...

Embodiment 3

[0057] The vertical height of the auxiliary I-shaped steel guide rail is lower than that of the main I-shaped steel guide rail.

[0058] In this embodiment, the balance module is adopted to include a MEMS gyroscope and a MEMS accelerometer arranged on the auxiliary walking seat, and the auxiliary telescopic rods arranged on both sides of the auxiliary walking seat are arranged at the ends of the auxiliary telescopic rods through adjustment. The balance pole set by the motor, the balance ball set at the lower end of the balance pole; the data monitoring is realized through the gyroscope and the accelerometer, and then fed back to the control chip on the balance module, which realizes dynamic balance, and the telescopic module adopted It includes a first-stage telescopic rod, a second-stage telescopic rod arranged on the first-stage telescopic rod, and a third-stage telescopic rod arranged on the second-stage telescopic rod; through hierarchical expansion and contraction, it is ens...

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PUM

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Abstract

The invention provides a shock-absorbing and buffering assembly of a bridge and a monitoring system. The shock-absorbing and buffering assembly of the bridge comprises L-shaped sliding tracks arranged under the bridge, I-shaped steel arranged between the L-shaped sliding tracks, a curved surface arranged on the I-shaped steel, a slider arranged on and cooperating with the curved surface, a base sleeved on the lower part of the I-shaped steel, a track mechanism arranged at the bottom surface of the bridge and a detecting machanism arranged on the track mechanism and used for detecting the actual situation of the bottom surface of the bridge, wherein the L-shaped sliding tracks are connected with the base through springs. The shock-absorbing and buffering assembly of the bridge and the monitoring system have the advantages of realizing the laying of the detecting mechanism from a main track to a secondary track, ensuring the full-scale starting of monitoring tests, avoiding the phenomenon of long detection periods, achieving quick comparison and analysis by sending acquired data and information back to a central control room and finding problems of the bottom of the bridge by the quick comparison.

Description

technical field [0001] The invention relates to the technical field of bridge detection devices, in particular to a bridge shock absorbing and buffering component and a monitoring system. Background technique [0002] Long-span bridges are major transportation infrastructure projects. In order to reduce secondary disasters after earthquakes and ensure the safety of traffic lifelines, their seismic safety cannot be underestimated. With the implementation of my country's western resource development strategy and the "One Belt, One Road" national strategy, the construction of long-span bridges in high-intensity earthquake areas and active fault areas has become an inevitable and realistic demand. A lot of practice has proved that adopting proper seismic reduction and isolation design is an effective method to improve the seismic performance of long-span bridges. , can significantly reduce the inertial force transmitted to the substructure, and realize the mutual balance betwee...

Claims

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Application Information

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IPC IPC(8): E01D19/00E01D19/04G01D21/02E01D101/30
CPCG01D21/02E01D19/00E01D19/04E01D19/041E01D2101/30
Inventor 唐鹏宫赛
Owner CHANGAN UNIV
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