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:
Jan. 18, 2022

Filed:

Aug. 27, 2021
Applicant:

Zhejiang University City College, Hangzhou, CN;

Inventors:

Lisha Zhang, Hangzhou, CN;

Binghe Li, Hangzhou, CN;

Jinhong Zhang, Hangzhou, CN;

Xiao Wei, Hangzhou, CN;

Hongwei Ying, Hangzhou, CN;

Changju Zhang, Hangzhou, CN;

Yifu Sun, Hangzhou, CN;

Chunyan Zhao, Hangzhou, CN;

Assignee:
Attorney:
Primary Examiner:
Int. Cl.
CPC ...
E02D 19/16 (2006.01); E02D 19/00 (2006.01); F16L 1/028 (2006.01); E02D 3/12 (2006.01);
U.S. Cl.
CPC ...
E02D 19/16 (2013.01); E02D 3/12 (2013.01); F16L 1/028 (2013.01); E02D 2200/1685 (2013.01); E02D 2250/003 (2013.01); E02D 2300/009 (2013.01); E02D 2300/0029 (2013.01);
Abstract

Provided is a drainage grouting pipe and a method of use thereof. The drainage grouting pipe comprises a perforated steel pipe, a plurality of elastic anti-filtration geotextiles, a movable stopper, and a grouting pipe. The perforated steel pipe consists of a front conical tip, a middle grouting section, a rear hole-free section, and a steel pipe seal. The middle grouting section is provided with a plurality of grouting holes. The surface of the middle grouting section of the perforated steel pipe is seamlessly, and circumferentially wrapped by the plurality of elastic anti-filtration geotextiles, and gaps are formed between adjacent elastic anti-filtration geotextiles. Firstly, the geotechnical layer is drained by a pumping system, and then the grouting position in the geotechnical layer is located and controlled by pulling out the grouting pipe to control the plunging depth of the movable stopper, thus achieving the prevention and treatment of groundwater seepage damage.


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