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Bridge detection and evaluation method and equipment based on impact vibration

A bridge detection, shock vibration technology, applied in shock test, vibration measurement in solids, vibration measurement, etc., can solve the problem of high monitoring cost

Active Publication Date: 2016-09-21
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, this monitoring method usually requires a large number of sensors to be placed on the bridge, and a relatively expensive monitoring system is used, and the monitoring cost is high.

Method used

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  • Bridge detection and evaluation method and equipment based on impact vibration
  • Bridge detection and evaluation method and equipment based on impact vibration
  • Bridge detection and evaluation method and equipment based on impact vibration

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Embodiment

[0124] The present invention will be further illustrated by specific examples below, but the protection scope of the present invention should not be limited by this.

[0125] Take a single-span simply supported beam bridge as an example, such as Figure 4 As shown, the span is 15.52m, and the entire bridge deck is 6.5m wide. It is a two-way two-lane road. There are 1.07m wide sidewalks on both sides of the lane, and the distance between simply supported beams under the bridge deck is 2.18m. According to the present invention, the bridge is tested and its carrying capacity is evaluated, and compared with the result of the traditional impact and vibration test based on the overall structure of the bridge, the steps are as follows:

[0126] (1) Calculation preparation

[0127] According to the design load, the bridge mid-span section is determined to be the deflection control section, and the control deflection value of this section is 5.6 mm. Then divide the entire bridge into sub-blo...

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Abstract

The invention discloses a bridge detection and evaluation method and bridge detection and evaluation equipment based on impact vibration. The bridge detection and evaluation method comprises a step of bridge back analysis based on reference-point-free block impact and a step of bridge forward analysis based on stepwise impact loading. The step of bridge back analysis based on reference-point-free block impact is used for examining small and medium-sized bridges which are seriously deficient in bearing capacity in a road network quickly. The step of bridge forward analysis based on stepwise impact loading is used for evaluating actual bearing capacity of bridges which have good safety condition and pass through the back analysis examination. The bridge detection and evaluation equipment integrates the testing and analysis functions, mainly comprises a vehicle-mounted hydraulic impact device, a mobile hydraulic impact device, a signal transmission and acquisition system, a data analysis system and the like. The bridge detection and evaluation equipment is applied to the back analysis and forward analysis of the bridges. The bridge detection and evaluation method and the bridge detection and evaluation equipment realize low-cost and efficient detection and evaluation of all the small and medium-sized bridges in the road network.

Description

Technical field [0001] The invention relates to the field of bridge detection and evaluation, in particular to a method and equipment for bridge detection and evaluation based on impact vibration. Background technique [0002] In the past century, many countries have made brilliant achievements in the field of bridge construction. But at the same time, bridge damage and even collapse accidents occur frequently all over the world. These accidents have caused huge losses to people's lives and property, and have caused extremely bad social effects. Therefore, it is particularly important to conduct timely inspection and evaluation of bridges. At present, there are two main problems in the detection and evaluation of in-use bridges. [0003] On the one hand, small and medium-sized bridges occupies a high proportion of the highway network. Due to capital and location constraints, it is difficult for these bridges to use traditional methods to achieve their timely detection and evaluat...

Claims

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Application Information

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IPC IPC(8): G01M7/08
CPCG01M7/08G01H1/00G01M5/0008G01M5/0066G01H1/14
Inventor 张建夏琪张博郭双林
Owner SOUTHEAST UNIV
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