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Ultrasonic radar-based tunnel structure convergence deformation monitoring system and method

A technology of converging deformation and tunnel structure, applied in radio wave measurement systems, re-radiation of sound waves, and use of ultrasonic/sonic/infrasonic waves, etc. , to ensure long-term stability, reduce the impact of monitoring results, and reduce monitoring costs

Inactive Publication Date: 2021-03-26
INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

For airtight tunnels, using the above-mentioned convergent deformation monitoring method requires firstly that the measurement environment has low dust content and good lighting quality in the tunnel, otherwise the measurement accuracy cannot be guaranteed; A large number of monitoring sections are arranged densely and intensively. Although the existing methods are technically feasible, they require a lot of labor costs. Finally, since the monitoring of tunnel convergence deformation is a long-term and stable process, the current monitoring method uses point-based direct measurement. It is difficult to achieve long-term monitoring with the measurement method and the total station measurement method, and it is difficult to achieve continuous, stable and accurate measurement due to the large impact of the laser scanning method on the environment in the tunnel.
It can be seen that the current method still has certain limitations regarding the long-term monitoring of tunnel convergence deformation.

Method used

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  • Ultrasonic radar-based tunnel structure convergence deformation monitoring system and method
  • Ultrasonic radar-based tunnel structure convergence deformation monitoring system and method
  • Ultrasonic radar-based tunnel structure convergence deformation monitoring system and method

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Embodiment 1

[0047] Such as figure 1As shown, the embodiment of the present invention provides a tunnel structure convergence deformation monitoring system based on ultrasonic radar, including a supporting base 3 arranged on the inner wall of the tunnel lining 1, an ultrasonic radar 2 installed on the supporting base 3, and an ultrasonic radar installed outside the ultrasonic radar 2. The metal cover 4 with mesh on the surface, the acoustic wave positioning device 5 located in the ultrasonic emission range, the ultrasonic radar 2 transmits ultrasonic signals to the tunnel lining 1 and then feeds back and receives the ultrasonic signals, and obtains the tunnel structure convergence deformation result according to the ultrasonic signal processing, and passes Acoustic positioning device 5 obtains the location information of the convergent deformation of the tunnel structure, so as to accurately measure the convergent deformation position and deformation data of the tunnel structure. The presen...

Embodiment 2

[0053] Such as Image 6 As shown, another embodiment of the present invention provides a method for monitoring the convergence deformation of a tunnel structure based on ultrasonic radar, which is realized by applying the system for monitoring the convergence deformation of tunnel structure based on ultrasonic radar described in Embodiment 1, including the following steps:

[0054] (1) Carry out on-site survey of the monitored shield tunnel section, and determine the corresponding monitoring items, monitoring sections and monitoring points according to the monitoring level.

[0055] (2) In the above-mentioned monitoring sections, according to the distance between the monitoring sections and the monitoring range of the ultrasonic radar, the ultrasonic radar is selected to be deployed on the monitoring section; and the acoustic wave positioning device is arranged on each monitoring section determined in step (1).

[0056] (3) Test the performance of the ultrasonic radar 2, and a...

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PUM

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Abstract

The invention discloses an ultrasonic radar-based tunnel structure convergence deformation monitoring system, which comprises ultrasonic radar arranged on the inner wall of a tunnel lining, a metal cover with meshes arranged on the outer surface of the ultrasonic radar, and at least one sound wave positioning device positioned in an ultrasonic transmitting range; the ultrasonic radar comprises three sensor probes and a control module, and the control module is connected with the three sensor probes; the sound wave positioning device comprises at least one reflection lens. The invention furtherdiscloses a ultrasonic radar-based tunnel structure convergence deformation monitoring method. Monitoring is carried out based on ultrasonic waves, the influence of the severe working environment andthe light degree in a tunnel is avoided, long-term development of monitoring work can be guaranteed while the monitoring precision is guaranteed, one piece of ultrasonic radar can be used in cooperation with the multiple sound wave positioning devices on multiple monitoring sections, and the monitoring cost is effectively reduced.

Description

technical field [0001] The invention belongs to the technical field of tunnel engineering monitoring, and more specifically relates to a tunnel structure convergence deformation monitoring system and method based on ultrasonic radar. Background technique [0002] Tunnels will be affected by various structural diseases during the operation stage. If they are not monitored and controlled, it will not only cause economic losses, but even lead to loss of life and property. Among them, the convergence deformation of the tunnel structure is the most intuitive type of risk expression, and it is also one of the sources of the occurrence and development of structural diseases. Therefore, the monitoring of structural convergence deformation is one of the key concerns of tunnel health operation. [0003] Conventional tunnel convergence deformation monitoring methods are mainly point-type direct measurement method, total station measurement method, and three-dimensional laser scanning ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01B17/04G01S15/08
CPCG01B17/04G01S15/08
Inventor 朱泽奇冯韬盛谦陈国良闵强强
Owner INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI
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