Vehicle axle load dynamic identification method and system based on vertical displacement influence surface loading

A vertical displacement and dynamic recognition technology, applied in the field of vehicle axle load recognition, can solve problems such as traffic jams, equipment damage, and high cost, and achieve wide application prospects, strong regional adaptability, and good adaptability to environmental conditions Effect

Active Publication Date: 2021-02-12
CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The identification of vehicle loads on existing bridges is generally divided into dynamic weighing methods and static weighing methods. Among them, static weighing methods are the most widely used, and static weighing methods generally require special scales to detect overweight vehicles, which are costly and require Stop the vehicle and weigh it, which may easily cause traffic jams for bridges with large traffic flow
Using this weighing system often becomes a traffic jam point
Moreover, static weighing can only monitor the total weight, but cannot obtain the weight distribution of each axle of the vehicle
[0003] Another dynamic weighing method based on the pavement uses the equipment laid on the bridge deck to weigh the vehicles on the bridge deck. This method causes a certain degree of damage to the road surface, and the traffic flow is easy to cause damage to the equipment, which limits the use of the equipment. Useful period

Method used

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  • Vehicle axle load dynamic identification method and system based on vertical displacement influence surface loading
  • Vehicle axle load dynamic identification method and system based on vertical displacement influence surface loading
  • Vehicle axle load dynamic identification method and system based on vertical displacement influence surface loading

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Experimental program
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Embodiment 1

[0052] A method for dynamically identifying vehicle axle loads based on vertical displacement-affected surface loading, comprising:

[0053] S100. Extracting girder type and structural parameter control information, specifically: obtaining required bridge type, bridge span, bridge deck width, section type distribution, and section moment of inertia structural characteristic parameters.

[0054] In some preferred embodiments, S100 is specifically:

[0055] S101. Obtain bridge type parameter information;

[0056] S102. Obtain bridge span layout information, divide longitudinal bridge displacement influence line grids, and extract intervals and numbers;

[0057] S103. Acquiring bridge deck width layout information, dividing transverse bridge direction displacement influence line grids, and extracting intervals and numbers;

[0058] S104. Obtain information on the distribution of cross-section types, determine the number of cross-section types, and extract structural parameters ...

Embodiment 2

[0082] This embodiment discloses a system for dynamically identifying vehicle axle loads based on vertical displacement influence surface loading, including: a beam type and structural parameter acquisition unit, a displacement influence surface acquisition unit at a vertical displacement measurement point, a corrected vertical displacement influence surface unit, a trigger Identify vehicle axle load system unit, vehicle axle load identification unit; where:

[0083] The beam type and structural parameter acquisition unit is used to extract beam type and structural parameter control information, specifically: to obtain the required bridge type, bridge span, bridge deck width, section type distribution, and section moment of inertia structural characteristic parameters. The specific working method of the beam type and structural parameter acquisition unit has been described in detail in Embodiment 1, and will not be repeated here.

[0084] The acquisition unit of the displaceme...

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Abstract

The invention discloses a method for dynamically identifying a vehicle axle load by loading a vertical displacement influence surface. The method comprises the following steps: extracting beam type and structural parameter control information; extracting theoretical displacement influence surface control information of the vertical displacement measurement points; correcting the displacement influence surface according to the loading test bridge displacement influence surface result; setting a vertical displacement threshold value corresponding to triggering identification of vehicle axle weight identification; enabling the vehicle axle load recognition system to recognize the axle load of the vehicle passing through the bridge; and triggering a bridge safety risk early warning system through vertical displacement. The method integrates big data, machine learning, deep learning, safety monitoring, automatic control, computer technology, precision sensing technology and other comprehensive applications, realizes reverse identification of bridge vehicle load based on vertical displacement caused by structural dynamic load as identification parameter on the basis of extraction of structural characteristic parameters and real-time structural response, and improves the accuracy of bridge vehicle load identification. The recognition system and method for a new generation of intelligent monitoring products with intelligent calculation as the core and self-induction, self-adaptation, self-learning and self-decision as the significant characteristics are achieved.

Description

technical field [0001] The invention relates to the technical field of vehicle axle load identification, in particular to a method and system for dynamically identifying vehicle axle loads based on vertical displacement-affected surface loading. Background technique [0002] The identification of vehicle loads on existing bridges is generally divided into dynamic weighing methods and static weighing methods. Among them, static weighing methods are the most widely used, and static weighing methods generally require special scales to detect overweight vehicles, which are costly and require Stopping the vehicle and weighing it will easily cause traffic jams for bridges with large traffic flows. Using this weighing system often becomes a traffic jam point. Moreover, static weighing can only monitor the total weight, but cannot obtain the weight distribution of each axle of the vehicle. [0003] Another dynamic weighing method based on the pavement uses the equipment laid on th...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01G19/03G01G23/18G06F30/23
CPCG01G19/03G01G23/18G06F30/23
Inventor 严定国殷鹏程李桂林瞿国钊文望青严爱国张晓江姜洪劲张杰赵丹阳胡方杰许三平张玲
Owner CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP
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