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:
Jul. 12, 2022

Filed:

Jan. 22, 2022
Applicants:

Qingdao University of Technology, Qingdao, CN;

Qingdao Green Technology Geotechnical Engineering Co., Ltd., Qingdao, CN;

Zhongqing Jian'an Construction Group Co., Ltd., Qingdao, CN;

Inventors:

Yonghong Wang, Qingdao, CN;

Bo Han, Qingdao, CN;

Jian Huang, Qingdao, CN;

Qijun Zhang, Qingdao, CN;

Jiangbin Wu, Qingdao, CN;

Wengang Zhang, Qingdao, CN;

Peiyuan Lin, Qingdao, CN;

Junning Xiang, Qingdao, CN;

Jun Yan, Qingdao, CN;

Bin Wang, Qingdao, CN;

Wenzhuo Liu, Qingdao, CN;

Chengyue Jia, Qingdao, CN;

Xiang Fang, Qingdao, CN;

Xin Wang, Qingdao, CN;

Zuodong Liang, Qingdao, CN;

Assignee:

Other;

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
E02D 17/04 (2006.01); E02D 5/46 (2006.01); E02D 5/30 (2006.01); E02D 19/18 (2006.01);
U.S. Cl.
CPC ...
E02D 17/04 (2013.01); E02D 5/30 (2013.01); E02D 5/46 (2013.01); E02D 19/18 (2013.01);
Abstract

A concrete inside interface processing structure for secant pile construction, including secant concrete pile, formed plain concrete pile, rotary jet grouting piles, steel mesh sheet, ribbed steel bar, Y-shaped connecting piece, reinforced concrete pile, and U-shaped connecting piece; drilled holes are arranged at intervals along axis of the formed plain concrete pile; the ribbed steel bar is anchored in each drilled hole; the steel mesh sheet is formed by connecting longitudinal bars and transverse bars, and driven into a soil body between the formed plain concrete piles; the concrete layer is formed by spraying concrete on the steel mesh sheet; the reinforced concrete pile is cast at outside of the formed plain concrete pile, and tangent to the formed plain concrete pile, and interlocked with the rotary jet grouting piles; the rotary jet grouting piles are tangent to the formed plain concrete pile or secant concrete pile.


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