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METHOD OF MANUFACTURING THREE-DIMENSIONAL TEXTILE REINFORCEMENT MEMBER AND METHOD OF CONSTRUCTING TEXTILE-REINFORCED CONCRETE STRUCTURE USING THE SAME
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.
METHOD OF MANUFACTURING THREE-DIMENSIONAL TEXTILE REINFORCEMENT MEMBER AND METHOD OF CONSTRUCTING TEXTILE-REINFORCED CONCRETE STRUCTURE USING THE SAME
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.
METHOD OF MANUFACTURING THREE-DIMENSIONAL TEXTILE REINFORCEMENT MEMBER AND METHOD OF CONSTRUCTING TEXTILE-REINFORCED CONCRETE STRUCTURE USING THE SAME
KIM HYEONG YEOL (author) / KOH KYUNG TAEK (author) / RYU GUM SUNG (author) / AN GI HONG (author) / SEO DONG WOO (author) / YOU YOUNG JUN (author) / PARK SEUNG HUN (author) / KIM GA YOUNG (author) / JIN SEUNG SEOP (author)
2020-01-30
Patent
Electronic Resource
English
IPC:
E04C
STRUCTURAL ELEMENTS
,
Bauelemente
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