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Vertical rod type bridge flexiblity monitor system

A monitoring system and bridge deflection technology, applied in the system field of the detection technology field, can solve the problems such as the failure to achieve a good balance between the monitoring cost and the effect, the increase of the monitoring cost, the waste of financial and material resources, etc., to achieve easy installation and maintenance, Wide applicability, avoiding the effect of a lot of redundant data

Inactive Publication Date: 2009-05-27
SHANGHAI JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] After searching the existing technical literature, it was found that Yang Jianchun and Chen Weimin published "The Status and Development of Bridge Structure Deflection Automatic Monitoring Technology" in "Sensors and Microsystems", 2006, Volume 25, Issue 9, Pages 1-3 This paper introduces the existing technology, which has certain defects: it fails to achieve a good balance between the monitoring cost and the effect, the emerging technology has a tendency to increase the monitoring cost, and the collected data is There is a lot of redundancy, resulting in a waste of financial and material resources

Method used

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  • Vertical rod type bridge flexiblity monitor system
  • Vertical rod type bridge flexiblity monitor system
  • Vertical rod type bridge flexiblity monitor system

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Embodiment Construction

[0025] The embodiments of the present invention will be described in detail below with reference to the accompanying drawings: this embodiment is implemented on the premise of the technical solution of the present invention, and detailed implementation methods and processes are given, but the protection scope of the present invention is not limited to the following implementations example.

[0026] Such as figure 1 As shown, for the designated bridge that needs deflection monitoring, first, select a number of deflection measurement points on it, determine the measurement point with the largest expected deflection according to the qualitative law of the deflection distribution, and arrange the first type vertical rod 1 in the shape Such as "mountain", as attached figure 2 Shown. Secondly, the second type of vertical rods 2 are arranged at the measuring points at the edges of the two ends of the main girder of the bridge, which are vertical open hollow rods, and digital displaceme...

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Abstract

A monitoring system of deflection on bridge in vertical pole type comprises computer and mechanism set at monitored point. It is featured as connecting partial structure in mechanism set at monitored point to computer through wire.

Description

Technical field [0001] The invention relates to a system in the field of detection technology, in particular to a vertical rod bridge deflection monitoring system. Background technique [0002] The deflection of a bridge refers to the longitudinal displacement of the centroid at a certain cross section of the bridge in the direction perpendicular to the axis. Deflection is one of the important parameters for evaluating the safety of a bridge. It is closely related to the bearing capacity of the bridge and its ability to withstand destructive loads such as earthquakes. Excessive deflection will directly affect the speed and comfort of the bridge deck. Therefore, the monitoring of deflection is an important part of bridge health monitoring. [0003] The main functions required to monitor bridge deflection are as follows: (1) Monitor the deflection value occurring at a certain cross section of the bridge, and obtain the law of deflection distribution along the transverse direction o...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01M5/00
Inventor 王艺霖方从启刘西拉
Owner SHANGHAI JIAOTONG UNIV
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