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Shield Tunnel Hoisting Hole Broken Wall Extending Electromagnetic Wave Ground Penetrating System and Its Application

A technology of shield tunneling and electromagnetic wave, which is applied in the direction of electromagnetic wave detection, tunnel, tunnel lining, etc. It can solve the problems of poor detection effect and accuracy, and achieve the effect of convenient maintenance and use, and simple structure and composition

Active Publication Date: 2017-11-07
TONGJI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] At present, the existing detection methods mainly use ground-penetrating radar equipment to detect the full cross-section and longitudinal detection of the grouting body behind the shield tunnel wall. Since the detection device does not extend into the grouting body, its detection effect and accuracy are poor

Method used

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  • Shield Tunnel Hoisting Hole Broken Wall Extending Electromagnetic Wave Ground Penetrating System and Its Application
  • Shield Tunnel Hoisting Hole Broken Wall Extending Electromagnetic Wave Ground Penetrating System and Its Application

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Embodiment Construction

[0036] The present invention will be further described below in conjunction with the embodiments shown in the accompanying drawings.

[0037] The shield tunnel hoisting hole breaks the wall and extends the electromagnetic wave ground detection system. The extended electromagnetic wave receiving probe rod 2 is assembled according to the detection range, and the transmitting source 4, the receiving source 5 and the transmission line are respectively embedded in it. The line interface of the electromagnetic wave emitting probe 1 and the extended electromagnetic wave receiving probe 2 is connected, and the extended electromagnetic wave emitting probe 1 and the extended electromagnetic wave receiving probe 2 can be placed on the shield through the hoisting hole 9 on the segment 8 In the boreholes around the tunnel, the electromagnetic wave 11 emitted by the transmitting source 4 scans the grouting body 10 and is received by the receiving source 5 .

[0038] The specific steps are ...

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Abstract

A shield tunnel hoisting hole broken wall extension type electromagnetic wave ground detection system, the system is composed of an extension type electromagnetic wave transmitting probe rod, an extension type electromagnetic wave receiving probe rod and a borehole geological radar. The probe rod and the extended electromagnetic wave receiving probe rod are respectively connected with the transmitting antenna and the receiving antenna of the borehole geological radar. Its application is to perform tomographic scanning on the back grouting body of the shield tunnel wall through the borehole geological radar, and then obtain the distribution range of the back grouting body of the shield tunnel wall through data analysis and inversion calculation; combined with the on-site construction parameters and the grout Performance, feedback and adjust the grouting volume and grouting pressure of each subsequent grouting pipe to ensure the construction quality of the tunnel. The invention can well detect the synchronous grouting effect of the shield tunnel in different formations, so as to feed back the grouting amount and grouting pressure of the on-site synchronous grouting, so that the synchronous grouting control method of the shield tunnel is more scientific.

Description

technical field [0001] The invention belongs to the field of tunnel and underground engineering, and relates to a device suitable for evaluating the synchronous grouting effect of a shield tunnel and feedback to determine the on-site grouting amount and grouting pressure, in particular to a shield tunnel hoisting hole broken wall extension type electromagnetic wave ground detection system . Background technique [0002] During shield construction, there is a certain gap between the segment and the ground. In order to prevent the deformation of the ground, improve the impermeability of the tunnel, and ensure the early stability of the segment lining (uniform external force), it is necessary to adopt a reasonable grouting amount and grouting pressure. Perform synchronous grouting. At present, the determination of the grouting amount is based on the gap between the tail of the shield and considering the appropriate fullness coefficient in combination with the formation, route ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01V3/12E21D11/10
Inventor 周顺华宫全美张亚男耿大将陈翰
Owner TONGJI UNIV