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Method and system for dynamic identification of vehicle axle load based on loading of arch bridge hanger force influence surface

A technology of dynamic recognition and surface loading, applied in instrumentation, geometric CAD, design optimization/simulation, etc., can solve problems such as traffic jams, equipment damage, bridge traffic congestion, etc., and achieve good adaptability to environmental conditions and regional adaptation Strong and wide application prospects

Active Publication Date: 2022-04-26
CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP
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  • Summary
  • 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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  • Method and system for dynamic identification of vehicle axle load based on loading of arch bridge hanger force influence surface
  • Method and system for dynamic identification of vehicle axle load based on loading of arch bridge hanger force influence surface
  • Method and system for dynamic identification of vehicle axle load based on loading of arch bridge hanger force influence surface

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Experimental program
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Effect test

Embodiment 1

[0052] This embodiment discloses a method for dynamically identifying the axle load of a vehicle based on the influence of the force of the arch bridge suspender force on the surface, including:

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

[0054] Specifically, the specific steps of S100 include:

[0055] S101. Obtain the type parameter information of the arch bridge;

[0056] S102. Obtain the span layout information of the arch bridge, divide the longitudinal bridge to the suspension rod force influence line grid, and extract the interval and number;

[0057] S103. Acquiring bridge deck width layout information, dividing the transverse bridge to the boom force influence line grid, and extracting intervals and numbers;

[0058...

Embodiment 2

[0082] Loading dynamic vehicle axle load system based on arch bridge hanger force influence surface loading, including: girder type and structural parameter acquisition unit, arch bridge hanger force influence surface acquisition unit, corrected hanger force influence surface unit, trigger recognition vehicle axle load system unit , vehicle axle load identification unit; wherein:

[0083] The girder type and structural parameter acquisition unit is used to extract the girder type and structural parameter control information, specifically: to obtain the required bridge type, bridge span, bridge deck width, hanger area and hanger distribution, section type distribution, 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] Arch bridge suspender force influence surface acquisition unit is used to ex...

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Abstract

A method for dynamically identifying the axle load of a vehicle based on loading on an arch bridge hanger force influence surface, comprising: extracting girder type and structural parameter control information; extracting the theoretical hanger force influence surface control information of an arch bridge hanger force measurement point; The rod force influence line result corrects the influence surface of the boom force; sets the trigger recognition vehicle axle load recognition corresponding to the arch bridge boom force threshold; the vehicle axle load recognition system recognizes the vehicle axle load through the arch bridge. The present invention integrates comprehensive applications such as big data, machine learning, deep learning, safety monitoring, automatic control, computer technology, precision sensing technology, etc., and realizes based on the extraction of structural characteristic parameters and real-time structural response, based on structural dynamic loads. The arch bridge hanger force is used as the identification parameter to reversely identify the vehicle load of the arch bridge, realizing a new generation of intelligent monitoring products with intelligent computing as the core, and an identification system and method featuring self-sensing, self-adaptation, self-learning and self-decision-making.

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 surface loading influenced by force of an arch bridge suspender. 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 equ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F30/13G06F30/23G06F30/27G06F119/14
CPCG06F30/23G06F30/13G06F30/27G06F2119/14
Inventor 文望青严爱国李桂林瞿国钊严定国殷鹏程张晓江姜洪劲赵丹阳张杰胡方杰梁金宝
Owner CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP
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