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Displacement real-time monitoring method in steel truss girder pushing process

A technology of real-time monitoring and steel truss girders, applied in bridges, surveying instruments, bridge construction, etc., can solve the problems of low real-time accuracy, complex calculation, time-consuming and labor-consuming, etc., and achieve the effect of improving monitoring efficiency and real-time performance

Pending Publication Date: 2022-08-02
CHINA RAILWAY 16TH BUREAU GRP ROAD & BRIDGE ENG CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The traditional monitoring method is manual observation, which is time-consuming and labor-intensive, and it is difficult to accurately monitor the position of the measuring point on the steel truss girder at night or when the visibility is low
There is a Chinese utility model with the notification number CN215889415U that proposes a target ball positioning device that assists a three-dimensional laser scanner in monitoring, but the calculation of the result is complicated and the real-time accuracy is not high

Method used

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  • Displacement real-time monitoring method in steel truss girder pushing process
  • Displacement real-time monitoring method in steel truss girder pushing process
  • Displacement real-time monitoring method in steel truss girder pushing process

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Embodiment Construction

[0025] see Figure 1 to Figure 2 , in a preferred embodiment of the present invention, a real-time monitoring method for displacement of a steel truss girder during pushing, comprising the following steps:

[0026] S1. Determine the control points and the measurement points corresponding to the control points. The control point is located at the design and installation position of the steel truss girder, that is, if there is no installation error in the pushing process of the steel truss girder, the steel truss girder should be installed. In terms of position, the measuring point is located on the steel truss girder to be pushed, that is, the measuring point corresponds to the control point one by one. Coincidence; in this embodiment, considering that the layout of each monitoring point can easily reflect the displacement and lateral offset value of the steel truss girder during the pushing process, and consider that after the steel truss girder falls, it is necessary to contr...

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Abstract

The invention provides a real-time monitoring method for displacement in a steel truss girder incremental launching process, the monitoring method utilizes a real-time monitoring system formed by a total station, a reflecting prism, a monitoring cloud platform and a data processing module for monitoring, the total station automatically and real-timely controls the distance and azimuth angle between a control point and a measuring point on a corresponding steel truss girder, and the real-time monitoring of displacement in the incremental launching process of the steel truss girder is realized. The automatic total station is in cloud connection with the monitoring cloud platform, so that real-time data measured by the automatic total station can be directly uploaded to the detection cloud platform without manual recording or importing; the data processing module can automatically calculate data measured by the total station, and point position errors and precision values of measuring points and control points on the steel truss girder are obtained in real time; the monitoring cloud platform can display all data measured by the automatic total station and data calculated by analysis software in real time, point position errors and precision of measuring points and control points on the steel truss girder can be clearly seen, and follow-up adjustment is facilitated. According to the invention, the monitoring efficiency and real-time performance of structure displacement can be obviously improved, and bridge incremental launching construction with high real-time performance requirements can be met.

Description

technical field [0001] The invention relates to the field of steel truss girder jacking construction control, in particular to a real-time monitoring method for displacement during the steel truss girder jacking process. Background technique [0002] The construction process of continuous steel truss girder jacking is very complicated. How to accurately control the linear posture of the steel truss girder and ensure the structural safety of each member of the steel truss girder is the key to the steel truss girder to form a bridge. However, in the construction process of steel truss girder jacking, there may be lateral displacement deviation due to different slideway resistances, changes in wind direction, temperature difference, and equipment technical differences, which affect the linear posture of steel truss girder and cause certain harm. Therefore, it is necessary to detect the position of the measuring point on the steel truss girder in real time during the pushing pro...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01C15/00E01D21/06
CPCG01C15/00E01D21/06Y02P90/02
Inventor 郑宏利徐坤峰项荣军林广栗程孙航范兴邦李刚黎祥王华
Owner CHINA RAILWAY 16TH BUREAU GRP ROAD & BRIDGE ENG CO LTD