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Bridge multi-point synchronous movement real-time monitoring method and system and readable storage medium

A real-time monitoring system and synchronous movement technology are applied in the design of systems and readable storage media, and in the field of real-time monitoring methods for multi-point synchronous movement of bridges, which can solve the problems of low precision and insufficient real-time performance, and achieve the effect of high transmission rate.

Pending Publication Date: 2022-06-03
四川交大工程检测咨询有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The purpose of the present invention is to solve the problem of low accuracy and insufficient real-time performance of the traditional bridge movement monitoring method, and proposes a bridge multi-point synchronous movement real-time monitoring method, system and readable storage medium, which can monitor the structural displacement during the bridge movement construction process. Carry out real-time monitoring to ensure the synchronous movement of each node, and take corresponding measures in time when there is an abnormality, so as to ensure the quality of construction and structural safety

Method used

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  • Bridge multi-point synchronous movement real-time monitoring method and system and readable storage medium
  • Bridge multi-point synchronous movement real-time monitoring method and system and readable storage medium
  • Bridge multi-point synchronous movement real-time monitoring method and system and readable storage medium

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Embodiment 1

[0044] The embodiment of the present invention provides a real-time monitoring method for bridge multi-point synchronous movement, such asfigure 1 shown, including the following steps S1-S3:

[0045] S1. Through the finite element analysis of the force behavior of the bridge beam body during the movement process, the asynchronous movement early warning value of the bridge beam body displacement control point is determined.

[0046] In the embodiment of the present invention, the finite element analysis of the force behavior of the bridge beam during the movement process can be realized by finite element analysis software, such as Midas, Bridge Doctor, ANSYS, ABAQUS, etc. The selection of specific finite element software requires Determined according to the actual bridge beam movement.

[0047] S2. A displacement sensor is installed at each displacement control point of the bridge beam body, and the displacement monitoring data of each displacement control point is obtained by ...

Embodiment 2

[0051] For the multi-point synchronous movement of the bridge in Embodiment 1, it includes the lateral movement of the bridge beam body in a direction perpendicular to its axis (referred to as lateral movement, such as figure 2 shown), the bridge beam body moves longitudinally along its axis direction (referred to as longitudinal movement, such as image 3 shown) and the bridge beam body moves vertically along the direction perpendicular to the ground (referred to as vertical movement, such as Figure 4 shown).

[0052] The real-time monitoring method for multi-point synchronous movement of bridges provided by the present invention can be applied to the real-time monitoring of lateral, vertical and vertical movements of bridges, and can be used for synchronous movement in any one of the three directions of xyz during bridge construction. The method provided by the invention performs real-time monitoring.

Embodiment 3

[0054] For the displacement control point in Embodiment 1, the embodiment of the present invention selects the temporary support point during the synchronous movement of the bridge beam as the displacement control point.

[0055] Since the bridge beam is moving synchronously, each temporary support point is the force point where the traction external force acts on the bridge beam, and these force points are exactly the points that need to monitor the displacement synchronization in real time. The asynchronous displacement of the two temporary support points may cause the distortion of the bridge beam. Therefore, once a large asynchronous displacement of any two adjacent temporary support points is found, an early warning can be given in time. Taking these temporary support points as displacement control points, on the one hand, is consistent with the actual points that need to monitor displacement, and on the other hand, it is not necessary to select additional displacement con...

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Abstract

The invention discloses a real-time monitoring method and system for multi-point synchronous movement of a bridge and a readable storage medium, and the method comprises the steps: firstly, carrying out the finite element analysis of a stress behavior in a movement process of a bridge body, and determining an asynchronous movement early warning value of a displacement control point of the bridge body; then, displacement sensors are installed at all displacement control points of the bridge body, and displacement monitoring data of all the displacement control points are obtained through measurement; and finally carrying out real-time monitoring and early warning on multi-point synchronous movement of the bridge through the displacement monitoring data and the asynchronous movement early warning value. Synchronous movement in the bridge construction process can be monitored in real time, the change condition of asynchronous displacement of a bridge body is mastered in real time, and corresponding measures can be taken in time when abnormity occurs, so that construction quality and structural safety are ensured. The system has the characteristics of all weather, automation, no intervisibility among monitoring points and the like, and continuous, high-precision, full-automatic and visual multi-point synchronous mobile monitoring of the bridge can be realized.

Description

technical field [0001] The invention belongs to the technical field of bridge construction monitoring, and in particular relates to a method and system for real-time monitoring of bridge multi-point synchronous movement and the design of a readable storage medium. Background technique [0002] The mobile construction of bridges such as slippage and jacking does not affect the traffic under the bridge, does not require large-scale lifting equipment, and does not require high-altitude operations, especially suitable for the construction of urban bridges with extra-large span bridges, long-term approach bridges or three-dimensional crossings; The section is constructed periodically on a fixed site, so the construction quality and construction progress can be easily guaranteed. [0003] The moving construction of bridges is a dynamic process. As the moving continues, the bridge may suffer from asynchronous traction, resulting in the risk of distortion. In addition, during the mo...

Claims

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Application Information

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IPC IPC(8): G01B7/02G01B11/02G01D21/02
CPCG01B7/02G01B11/02G01D21/02Y02P90/02
Inventor 薛宪政高玉峰庞元志郑小刚郑易涛李凯朱勇战薛晓博
Owner 四川交大工程检测咨询有限公司
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