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JOINING STRUCTURE OF CONCRETE REINFORCEMENT MEMBER, ANCHORAGE ZONE STRUCTURE OF CONCRETE REINFORCEMENT MEMBER AND JOINING METHOD FOR CONCRETE REINFORCEMENT MEMBER
To facilitate the construction and improve the quality of junction.SOLUTION: In a junction structure 1A of a concrete reinforcement member comprising a first concrete reinforcement member 10A, a second concrete reinforcement member 20A, and a joining member 30 for joining the first concrete reinforcement member 10A and the second concrete reinforcement member 20A, the joining member 30 includes a thermoplastic resin and a tensile resistance material, and the first concrete reinforcement member 10A and the second concrete reinforcement member 20A are joined by welding, so that the work of filling an adhesive can be omitted, thereby making the construction easier, and thus the quality of joining can be improved due to no defective filling of the adhesive.SELECTED DRAWING: Figure 1
【課題】施工をより容易にし、接合の品質を向上させる。【解決手段】第1コンクリート用補強部材10Aと、第2コンクリート用補強部材20Aと、第1コンクリート用補強部材10Aと第2コンクリート用補強部材20Aとを接合する接合部材30とを備えたコンクリート用補強部材の接合構造1Aにおいて、接合部材30は、熱可塑性樹脂と引張抵抗材とを含み、溶着により第1コンクリート用補強部材10Aと第2コンクリート用補強部材20Aとを接合しているため、接着剤を充填する作業を省くことができるために施工がより容易であり、接着剤の充填不良が無いために接合の品質を向上できる。【選択図】図1
JOINING STRUCTURE OF CONCRETE REINFORCEMENT MEMBER, ANCHORAGE ZONE STRUCTURE OF CONCRETE REINFORCEMENT MEMBER AND JOINING METHOD FOR CONCRETE REINFORCEMENT MEMBER
To facilitate the construction and improve the quality of junction.SOLUTION: In a junction structure 1A of a concrete reinforcement member comprising a first concrete reinforcement member 10A, a second concrete reinforcement member 20A, and a joining member 30 for joining the first concrete reinforcement member 10A and the second concrete reinforcement member 20A, the joining member 30 includes a thermoplastic resin and a tensile resistance material, and the first concrete reinforcement member 10A and the second concrete reinforcement member 20A are joined by welding, so that the work of filling an adhesive can be omitted, thereby making the construction easier, and thus the quality of joining can be improved due to no defective filling of the adhesive.SELECTED DRAWING: Figure 1
【課題】施工をより容易にし、接合の品質を向上させる。【解決手段】第1コンクリート用補強部材10Aと、第2コンクリート用補強部材20Aと、第1コンクリート用補強部材10Aと第2コンクリート用補強部材20Aとを接合する接合部材30とを備えたコンクリート用補強部材の接合構造1Aにおいて、接合部材30は、熱可塑性樹脂と引張抵抗材とを含み、溶着により第1コンクリート用補強部材10Aと第2コンクリート用補強部材20Aとを接合しているため、接着剤を充填する作業を省くことができるために施工がより容易であり、接着剤の充填不良が無いために接合の品質を向上できる。【選択図】図1
JOINING STRUCTURE OF CONCRETE REINFORCEMENT MEMBER, ANCHORAGE ZONE STRUCTURE OF CONCRETE REINFORCEMENT MEMBER AND JOINING METHOD FOR CONCRETE REINFORCEMENT MEMBER
コンクリート用補強部材の接合構造、コンクリート用補強部材の定着部構造及びコンクリート用補強部材の接合方法
TAKAHASHI SHUTO (author) / SOGABE NAOKI (author) / MATSUDA YUKA (author)
2020-07-27
Patent
Electronic Resource
Japanese
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