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Shield tunnel segment joint stress in-situ measurement method

A technology of shield tunnel segments and shield tunnels, which is applied in the field of on-site monitoring and evaluation of segment joint sealing and mechanical behavior, and can solve the problems of difficult measurement, quantification and effective evaluation of joint pressure, joint sealing The performance is not easy to detect and other problems, to achieve the effect of overcoming the difficulty of monitoring, realizing performance early warning, and good practicability

Inactive Publication Date: 2016-10-05
CHINA RAILWAY SOUTH INVESTMENT GRP CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Since the seam pressure is difficult to measure after the segments are looped, and the sealing performance of the seam is difficult to detect, it is difficult to evaluate it quantitatively and effectively
The existing shield segment health monitoring mainly focuses on the force and deformation of the shield segment and the water and soil pressure on the outside of the shield segment. At present, there is no method that can directly measure the joint pressure of the segment on site. and installation

Method used

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  • Shield tunnel segment joint stress in-situ measurement method
  • Shield tunnel segment joint stress in-situ measurement method
  • Shield tunnel segment joint stress in-situ measurement method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0042] Such as figure 1 The operation steps of the in-situ measurement method for the force of a shield tunnel segment joint of the present invention shown include:

[0043] Step S101 , embedding the pressure sensor inside the segment of the shield tunnel, and at the bottom of the outer groove where the rubber sealing strip is installed, so that the pressure sensor and the segment become a whole and jointly bear force.

[0044] Further, the pressure sensor is an optical fiber grating sensor, and the shield tunnel segment is made by pouring concrete, so that the optical fiber grating pressure sensor and the shield tunnel segment are poured into one body.

[0045] Wherein, the maximum range of the fiber grating pressure sensor is slightly larger than the predicted pressure value at the segment joint.

[0046] Further, the making of the shield tunnel segment by pouring concrete, and making the fiber grating pressure sensor and the shield tunnel segment integrally include: before...

Embodiment 2

[0058] Such as Figure 2-6 The schematic diagram of the structure of the shield tunnel segment seam obtained by the method of the present invention includes: a pressure sensor 1 embedded in the shield tunnel segment 6, installed at the inner groove b, the pressure The force surface of the sensor is located at the same level as the side of the shield segment; the rubber sheet 2 arranged on the force surface of the pressure sensor is used to protect the pressure sensor from corrosion and damage; it is attached to the rubber sheet 2 , the rubber sealing strip 3 installed on the side of the segment, the rubber sealing strip 3 is installed in the inner groove a; the connecting wire 4 for transmitting optical signals, one end is connected with the pressure sensor, and the other end is connected with the The connection of the monitoring device; the reserved slot 5 for connecting wires for laying out the connecting wires.

[0059] Wherein, the pressure sensor is an optical fiber grat...

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Abstract

The invention relates to a shield tunnel segment inner force monitoring method, in particular, a joint shield tunnel segment joint stress in-situ measurement method, and belongs to the crossing field of tunnel engineering field monitoring and construction technology. According to the method of the invention, a fiber grating pressure sensor is inserted into the interior of each segment, so that the sensors and the segments are connected together to form an integrated body to jointly bear a force; when the joint pressure of the segments is measured, a sheet rubber made of the same material with a rubber sealing strip of the corresponding shield segment is pasted on the outer surface of the corresponding fiber grating pressure sensor inserted into the segment, so that the correctness of load transfer can be ensured; the contact pressure of the rubber sealing strip at the joint of the shield segments is measured in real time, so that the stress condition of the joint of the shield segments in a tunnel construction and operation period can be determined, and the mechanical behavior and waterproof sealing performance of the shield segments can be analyzed, and therefore, the work condition of a shield liner joint can be evaluated. The joint shield tunnel segment joint stress in-situ measurement method of the invention has the advantages of high practicability and high effectiveness. With the method adopted, the stress state of the joint between the segments can be monitored in real time in situ, and the problem of difficulty in monitoring the inner force of the joint of the shield segments in the prior art can be solved.

Description

technical field [0001] The invention belongs to the intersecting field of on-site monitoring and construction technology of tunnel engineering, and relates to on-site monitoring of stress on joints of shield tunneling segments and evaluation of airtightness and mechanical behavior of segment joints. Background technique [0002] In the past two decades, my country's urban rail transit has achieved unprecedented development, and it is still in the period of large-scale construction. The shield tunneling method is the main construction method used in the construction of subway tunnels. In shield tunneling, the unique and complex structure of the segment joints makes the stress analysis extremely complicated. The mechanical behavior and waterproof sealing of the segment joints are the key to the long-term stability of the tunnel segment lining structure. With the construction of a large number of shield tunnels, the sealing performance of shield segment joints has an increasing...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01L1/24
Inventor 张国亮黄明利李涛吴彪刘恒杨剑文人学陈思明
Owner CHINA RAILWAY SOUTH INVESTMENT GRP CO LTD
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