The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
Feb. 27, 2024

Filed:

Oct. 14, 2021
Applicant:

Fuzhou University, Fujian, CN;

Inventors:

Xuezhen Wu, Fujian, CN;

Tao Deng, Fujian, CN;

Zhenchang Guan, Fujian, CN;

Yujing Jiang, Fujian, CN;

Sihong Liu, Fujian, CN;

Assignee:

Fuzhou university, Fujian, CN;

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
E21D 9/01 (2006.01); E21D 20/02 (2006.01); E21D 21/00 (2006.01);
U.S. Cl.
CPC ...
E21D 9/01 (2016.01); E21D 20/021 (2013.01); E21D 20/025 (2013.01); E21D 21/008 (2013.01);
Abstract

The present invention relates to a support method of preset internal cable for in-situ tunnel expansion project, comprising a cable, lockset and an anchoring agent, wherein before the excavation of the newly-built tunnel, a borehole is drilled into the surrounding rock from the in-situ tunnel, and the cable is installed in the borehole and pre-stressed, so as to play a supporting role at the moment of excavation of the newly-built tunnel. The cable is fixed in the depth of the surrounding rock by the anchoring agent, and the lockset of the cable is set at the position of the excavation contour line of the newly-built tunnel inside the surrounding rock. The present invention provides a method that does not interfere with the excavation construction and can effectively support the surrounding rock of the expanded tunnel in advance. It breaks through the 'excavation first and then supports' model in the previous tunnel construction, and uses the space of the in-situ tunnel for pre-support, and by applying prestress, the deformation of surrounding rock can be controlled to the maximum extent.


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