A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
JOINING STRUCTURE BETWEEN CONCRETE MEMBER
To provide a joining structure between concrete members capable of preventing the deterioration of proof stress at a joint part between concrete members, and making use of strong durability even if a large external force is exerted on the concrete member.SOLUTION: A joining structure 1 between concrete members for joining a first concrete member 2 and a second concrete member 3, the first concrete member 2 being penetrated by a fibrous fiber member 4, and the second concrete member 3 having an insertion hole 31 excavated from the outer surface into which a fiber member 4 is inserted and which is filled with an age-based curable material 6.SELECTED DRAWING: Figure 1
【課題】コンクリート部材同士の継目部分から耐力が低下するのを防止することが可能となり、コンクリート部材に対して大きな外力が負荷された場合においても強固な耐久性を発揮することが可能なコンクリート部材間の接合構造を提供する。【解決手段】第１コンクリート部材２と第２コンクリート部材３とを接合するためのコンクリート部材間の接合構造１において、第１コンクリート部材２は、繊維状の繊維部材４が突出され、第２コンクリート部材３は、外面から開削された挿通孔３１に対して繊維部材４が挿入されてなると共に経時硬化性材料６が充填されることを特徴とする。【選択図】図１
JOINING STRUCTURE BETWEEN CONCRETE MEMBER
To provide a joining structure between concrete members capable of preventing the deterioration of proof stress at a joint part between concrete members, and making use of strong durability even if a large external force is exerted on the concrete member.SOLUTION: A joining structure 1 between concrete members for joining a first concrete member 2 and a second concrete member 3, the first concrete member 2 being penetrated by a fibrous fiber member 4, and the second concrete member 3 having an insertion hole 31 excavated from the outer surface into which a fiber member 4 is inserted and which is filled with an age-based curable material 6.SELECTED DRAWING: Figure 1
【課題】コンクリート部材同士の継目部分から耐力が低下するのを防止することが可能となり、コンクリート部材に対して大きな外力が負荷された場合においても強固な耐久性を発揮することが可能なコンクリート部材間の接合構造を提供する。【解決手段】第１コンクリート部材２と第２コンクリート部材３とを接合するためのコンクリート部材間の接合構造１において、第１コンクリート部材２は、繊維状の繊維部材４が突出され、第２コンクリート部材３は、外面から開削された挿通孔３１に対して繊維部材４が挿入されてなると共に経時硬化性材料６が充填されることを特徴とする。【選択図】図１
JOINING STRUCTURE BETWEEN CONCRETE MEMBER
コンクリート部材間の接合構造
TAKAHASHI KENICHI (author) / KAMIYA YUJI (author) / SHOJI AKIO (author) / NAKAMURA TOSHIYUKI (author) / TADA YUKIO (author) / MATSUZAKI SUSUMU (author) / MIOKA ZENPEI (author) / AKIMOTO MASAAKI (author) / MIZUKAMI DAIKI (author) / SAKUMA SHOHEI (author)
2019-03-22
Patent
Electronic Resource
Japanese
IPC:
E01D
BRIDGES
,
Brücken
| European Patent Office | 2018
MEMBER JOINING METHOD AND MEMBER JOINING STRUCTURE FOR PRECAST CONCRETE STRUCTURE
| European Patent Office | 2023
| European Patent Office | 2022
CONCRETE MEMBER, CONCRETE MEMBER JOINT STRUCTURE, AND CONCRETE MEMBER JOINING METHOD
| European Patent Office | 2022
CONCRETE STRUCTURE JOINING METHOD AND PRECAST CONCRETE MEMBER JOINING METHOD
| European Patent Office | 2019