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Underground diaphragm wall leakage detection method based on tracer agent

A technology of underground diaphragm wall and detection method, which is applied in the direction of detecting the appearance of fluid at the leak point, using liquid/vacuum degree for liquid tightness measurement, etc. Complicated and other problems, to achieve the effects of stable test results, increased cost, and simple construction process

Active Publication Date: 2021-07-27
CHINA TIESIJU CIVIL ENG GRP CO LTD
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The technical problem to be solved by the present invention is to provide a tracer-based underground diaphragm wall leakage detection method, which can avoid the integrity damage of the diaphragm wall caused by the traditional method, complicated construction technology, unstable detection results, Delay in construction period and increase in cost

Method used

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  • Underground diaphragm wall leakage detection method based on tracer agent
  • Underground diaphragm wall leakage detection method based on tracer agent
  • Underground diaphragm wall leakage detection method based on tracer agent

Examples

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Embodiment 1

[0038] A kind of underground diaphragm wall seepage detection method based on tracer of the present embodiment, such as image 3 shown, including the following steps:

[0039] (1) Layout measuring holes

[0040] Such as figure 1 As shown, the measuring holes A1-A3 and B1-B2 are arranged on the side facing the soil of the underground diaphragm wall, and the measuring holes A and B are arranged as jump holes. At the same time, the measuring holes CK1-CK9 are arranged on the excavation side of the underground diaphragm wall; among them, The depth of each measuring hole is the distance from the ground to the bottom of the foundation pit, and the measuring holes are arranged in parallel at a range of 1-2m from the joint of the underground diaphragm wall. The vicinity of the slit is beneficial to improve the detection sensitivity.

[0041] Specifically, the measuring holes CK1-CK9 are arranged at the joints and the middle of the underground diaphragm wall, and the measuring holes...

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Abstract

The invention provides an underground diaphragm wall leakage detection method based on a tracer agent. The method comprises the following steps that a plurality of detection holes are formed in the two sides of an underground diaphragm wall; before foundation pit dewatering, two kinds of tracer solutions are arranged in a soil facing side measuring hole in a staggered mode, the concentration of tracers in an excavation side measuring hole is detected in the foundation pit dewatering process, and once the tracers are found in the excavation side measuring hole, it is indicated that leakage exists in the underground continuous wall in the corresponding range; the concentration and the distance between holes are detected according to the two tracers, the leakage horizontal position of the underground diaphragm wall is calculated, measuring holes are formed in the two sides of the position, the depth of the measuring holes in the soil facing side reaches the upper surface of the water-resisting layer, a third tracer is arranged in the holes, and whether leakage is located in the confined water layer or not is judged by detecting the concentration of the tracers in the measuring holes in the excavation side. The method has no influence on the integrity of the underground diaphragm wall, the test result is stable and easy to judge, the construction process is simple, the construction period is shortened, and the cost is not additionally increased.

Description

technical field [0001] The invention relates to the field of leakage detection of underground diaphragm walls of subway stations, in particular to a method for detecting leakage of underground diaphragm walls based on a tracer. Background technique [0002] With the vigorous development of my country's urban rail transit industry, the number of subway station projects is increasing day by day, and the underground diaphragm wall has been widely used as the main support form of subway stations. Nowadays, the depth of the connecting wall of the newly built subway foundation pit is large. Due to factors such as natural conditions, construction technology, and construction methods, the quality of the underground diaphragm wall is different. Leakage is prone to occur during the excavation of the foundation pit. In severe cases, piping, surrounding problems such as structural instability. Therefore, pre-determining the leakage location of the underground diaphragm wall and making ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01M3/20
CPCG01M3/20
Inventor 邓稀肥刘子阳王圣涛邓能伟邬家林金平林廷松陈涛汪洋张光辉刘秋彤梁克鹏
Owner CHINA TIESIJU CIVIL ENG GRP CO LTD
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