Monitoring method for differential settlement of structure section based on inclination angle measurement

A technology of differential settlement and structural segments, which is applied in the directions of measuring devices, height/level measurement, surveying and navigation, etc., can solve the problems of low monitoring frequency, affecting system accuracy, complex algorithm, etc., and achieves wide application range, accurate measurement, and measurement Results with high precision

Active Publication Date: 2017-05-17
SHANGHAI UNDERGROUND ARCHITECTURAL DESIGN & RESEARCH INSTITUTE +1
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Problems solved by technology

[0003]Manual leveling, static level, GPS (Global Positioning System) are the most conventional monitoring methods for structure settlement, but these methods have their own limitations: manual leveling The procedures are complicated and can only maintain a low monitoring frequency, which cannot meet the development trend of the infrastructure maintenance system towards intelligent operation and maintenance; the static level measures the liquid level or hydraulic pressure of each measuring point to obtain the settlement of the measuring point, and the system is subject to Influenced by various environmental factors such as temperature and air pressure, the measurement accuracy and measurement range of the pressure sensor limit this type of system to monitor structures with large elevation differences. In addition, the static level is a series measurement system, and the damage of a single measurement node It will affect the accuracy of the entire system; the accuracy of the global positioning system is low, the algorithm is complex, and it is not sensitive to changes in the height direction of the measuring point
[0005] In the above disclosed technologies, the tunnel and roadbed are regarded as a one-dimensional linear structure. However, in reality, even ultra-long linear facilities such as tunnels and bridges are composed of multiple structural segments. Each structure The settlement within a segment is independent, and a single structural segment will deform in the height direction under the action of an external load, resulting in differential settlement. In addition, a single structural segment is often not a linear structure, and its differential settlement in the width direction cannot be tolerated. ignore

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  • Monitoring method for differential settlement of structure section based on inclination angle measurement
  • Monitoring method for differential settlement of structure section based on inclination angle measurement
  • Monitoring method for differential settlement of structure section based on inclination angle measurement

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Embodiment Construction

[0052] In order to make the technical means, creative features, goals and effects of the present invention easy to understand, the following embodiments will be combined with the accompanying drawings to specifically illustrate the method for monitoring differential settlement of structural segments based on inclination measurement in the present invention.

[0053] In this embodiment, the method for monitoring differential settlement of structural segments based on inclination measurement includes the following steps:

[0054] Step 1. Set multiple nodes on the structure segment according to the shape of the structure segment and the predicted settlement mode. The node setting principle is: set a node at each corner of the structure segment. When the edge of the structure segment is a curve, the At least one node other than the two ends of the edge is set on the edge. Wherein, the number of nodes on the curved edge of the structure segment is set according to the bending mode ...

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Abstract

The invention provides a monitoring method for differential settlement of a structure section based on inclination angle measurement. A node is arranged at each corner part of the structure section, at least one node except for two end points located at the side is arranged on a curve side of the structure section, a measuring point is arranged at each corner part of the structure section, the number of the measuring points arranged at the curve side of the structure section is not less than the number of the nodes, a tilt angle sensor is arranged at each measuring point and can be used for measuring a first tilt angle and a second tilt angle, relative to two mutually perpendicular directions of a horizontal surface, at each measuring point part, and the settling volume of any point in the structure section is obtained based on a reserved inverse algorithm according to the first tilt angle and the second tilt angle measured by each measuring point, so that the monitoring method for differential settlement of the structure section based on inclination angle measurement provided by the invention not only can be used for monitoring the settling volume of any point in the structure section and has high measurement result accuracy, but also is wide in application range.

Description

technical field [0001] The invention belongs to the field of civil structure monitoring, and in particular relates to a method for monitoring differential settlement of structural sections based on inclination measurement. Background technique [0002] In the construction and operation period monitoring of municipal projects such as bridges and tunnels, the differential settlement of structures is often the monitoring item that engineers pay the most attention to. The overall settlement and uneven settlement of structures are the most intuitive reflections of structural design rationality and construction quality. At the same time, differential settlement will also lead to structural cracking, which affects the life of the structure and the smoothness of vehicle traffic, and is the most important indicator of the health status and service performance of the structure. [0003] Manual leveling, static levels, and GPS (Global Positioning System) are the most conventional moni...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01C5/00
CPCG01C5/00
Inventor 戴子枢段创峰顾沉颖何晓林俊巴雅吉呼朱文明吴惠明施永泉
Owner SHANGHAI UNDERGROUND ARCHITECTURAL DESIGN & RESEARCH INSTITUTE
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