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:
Oct. 11, 2022

Filed:

Oct. 30, 2018
Applicant:

Korea Institute of Civil Engineering and Building Technology, Gyeonggi-do, KR;

Inventors:

Hyeong Yeol Kim, Gyeonggi-do, KR;

Kyung Taek Koh, Gyeonggi-do, KR;

Gum Sung Ryu, Gyeonggi-do, KR;

Gi Hong An, Gyeonggi-do, KR;

Dong Woo Seo, Gyeonggi-do, KR;

Young Jun You, Gyeonggi-do, KR;

Seung Hun Park, Seoul, KR;

Ga Young Kim, Daejeon, KR;

Seung Seop Jin, Incheon, KR;

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
E04C 5/06 (2006.01); B29C 53/02 (2006.01); D03D 25/00 (2006.01); D03D 9/00 (2006.01); E04C 5/07 (2006.01); D06M 13/53 (2006.01); D06M 23/14 (2006.01); D06M 15/70 (2006.01); D06M 15/705 (2006.01); B32B 13/04 (2006.01);
U.S. Cl.
CPC ...
E04C 5/0627 (2013.01); B29C 53/02 (2013.01); B32B 13/04 (2013.01); D03D 9/00 (2013.01); D03D 25/005 (2013.01); D06M 13/53 (2013.01); D06M 15/70 (2013.01); D06M 15/705 (2013.01); D06M 23/14 (2013.01); E04C 5/07 (2013.01);
Abstract

Provided are a method of manufacturing a three-dimensional textile reinforcement material and a method of constructing a textile reinforced concrete structure using a three-dimensional textile reinforcement material. A two-dimensional grid is bent into a three-dimensional shape using a two-dimensionally woven or knitted textile grid, and the bent grid is coupled with at least one two-dimensional grid, and thus the three-dimensional textile reinforcement material can be simply and easily formed. The three-dimensional textile reinforcement material can be formed by coating the coupled two-dimensional grid and a three-dimensional grid with a thermosetting resin and curing the coupled grids to support a concrete pouring pressure. The three-dimensional textile reinforcement material is formed in a truss material, and the three-dimensional textile reinforcement material with high bending strength can be manufactured, thus a concrete pouring pressure can be supported when a textile reinforced concrete structure is constructed using the three-dimensional textile reinforcement material.


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