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Shield tunnel segment leakage point identification method

A shield tunnel segment and identification method technology, which is applied in the field of shield segment water seepage identification, can solve the problems of result error, small-scale seepage accurate identification and other problems, and achieve the effect of low price and fast detection speed

Pending Publication Date: 2022-05-20
CCCC TUNNEL ENG
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Problems solved by technology

The operation of this technology is relatively simple and convenient, but because it relies too much on the dark lighting and location of the photo imaging, there are certain errors in the obtained results, which need to be constantly corrected
At the same time, the realization of this technology requires the leakage of water in the tunnel to form a certain scale, such as a large area of ​​wet stains on the segment, it is difficult to accurately identify small-scale leakage

Method used

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  • Shield tunnel segment leakage point identification method
  • Shield tunnel segment leakage point identification method
  • Shield tunnel segment leakage point identification method

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Embodiment Construction

[0053] In order to enable those skilled in the art to better understand the solutions of the present invention, the following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only It is an embodiment of a part of the present invention, but not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts shall fall within the protection scope of the present invention.

[0054] It should be noted that the terms "first" and "second" in the description and claims of the present invention and the above drawings are used to distinguish similar objects, but not necessarily used to describe a specific sequence or sequence. It is to be understood that the data so used are interchangeable under appropriate ...

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Abstract

The invention discloses a shield tunnel segment leakage point identification method. The method comprises the following steps: coating or filling an indicator at a joint part of adjacent segments and a bolt hole for connecting the adjacent segments; after the duct piece is installed, water attached to or dripped from the inner wall of the duct piece is sampled; analyzing the concentration of the indicator ions contained in the water sample, and if the concentration of the indicator ions in the sample exceeds a preset value, judging that the leakage risk exists in the area where the corresponding sampling point is located. According to the shield tunnel segment leakage point identification method provided by the invention, only the collected water sample needs to be tested, the channel with leakage can be preliminarily judged according to the detected ion type, the leakage part can also be judged according to the difference of different ion concentrations obtained through sampling, and the precision is relatively high.

Description

technical field [0001] The invention relates to the technical field of water seepage identification of shield tunnel segments, in particular to a method for identifying seepage points of shield tunnel segments. Background technique [0002] Among all urban tunnels, the construction of underwater large-diameter shield tunnels is the most difficult. In particular, large-diameter shields encounter water leakage, which is extremely difficult to deal with, and the construction is difficult, and water leakage at the same leakage point is likely to occur repeatedly. Whether the water leakage point can be identified accurately and quickly will directly affect the construction cost of the project. [0003] Generally speaking, the larger the ring width of the lining, the fewer the tunnel ring joints within the same mileage, and the lower the probability of water leakage. The fewer the segments of the ring lining, the fewer the longitudinal seams and the lower the probability of wate...

Claims

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Application Information

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IPC IPC(8): G01M3/22
CPCG01M3/22Y02E10/20
Inventor 姚占虎陶博文王义盛曾德成李辉赵小鹏李健徐文礼李颜东崔国庆
Owner CCCC TUNNEL ENG
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