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CONNECTION STRUCTURE OF COLUMN JOINT MEMBER, AND CONSTRUCTION METHOD OF COLUMN JOINT MEMBER
To simplify structure of a column head of a lower concrete column in connection structure between the lower concrete column and a precast joint member.SOLUTION: The connection structure of a column joint member comprises: a lower precast column 10 in which a column main reinforcement 12 protrudes upward from a column head without being connected to a mechanical joint at the column head; a precast joint member 50 having a through hole through which the column main reinforcement 12 passes and placed on the column head of the lower precast column 10; a mechanical anchor 16 provided on an upper end of the column main reinforcement 12 passing through the through hole; and cast-in-place concrete C which is provided at least around the mechanical anchor 16 and in which the mechanical anchor 16 is embedded.SELECTED DRAWING: Figure 3
【課題】下側コンクリート柱とプレキャスト仕口部材との接合構造において、下側コンクリート柱の柱頭部の構造を単純化することを目的とする。【解決手段】柱仕口部材の接合構造は、柱主筋12が、柱頭部にて機械式継手に接続されずに柱頭部から上方へ突出された下側プレキャスト柱10と、柱主筋12が貫通された貫通孔を有し、下側プレキャスト柱10の柱頭部に載置されたプレキャスト仕口部材50と、貫通孔を貫通する柱主筋12の上端部に設けられた機械式定着16と、少なくとも機械式定着16の周囲に設けられ、機械式定着16が埋設される現場打ちコンクリートCと、を備える。【選択図】図3
CONNECTION STRUCTURE OF COLUMN JOINT MEMBER, AND CONSTRUCTION METHOD OF COLUMN JOINT MEMBER
To simplify structure of a column head of a lower concrete column in connection structure between the lower concrete column and a precast joint member.SOLUTION: The connection structure of a column joint member comprises: a lower precast column 10 in which a column main reinforcement 12 protrudes upward from a column head without being connected to a mechanical joint at the column head; a precast joint member 50 having a through hole through which the column main reinforcement 12 passes and placed on the column head of the lower precast column 10; a mechanical anchor 16 provided on an upper end of the column main reinforcement 12 passing through the through hole; and cast-in-place concrete C which is provided at least around the mechanical anchor 16 and in which the mechanical anchor 16 is embedded.SELECTED DRAWING: Figure 3
【課題】下側コンクリート柱とプレキャスト仕口部材との接合構造において、下側コンクリート柱の柱頭部の構造を単純化することを目的とする。【解決手段】柱仕口部材の接合構造は、柱主筋12が、柱頭部にて機械式継手に接続されずに柱頭部から上方へ突出された下側プレキャスト柱10と、柱主筋12が貫通された貫通孔を有し、下側プレキャスト柱10の柱頭部に載置されたプレキャスト仕口部材50と、貫通孔を貫通する柱主筋12の上端部に設けられた機械式定着16と、少なくとも機械式定着16の周囲に設けられ、機械式定着16が埋設される現場打ちコンクリートCと、を備える。【選択図】図3
CONNECTION STRUCTURE OF COLUMN JOINT MEMBER, AND CONSTRUCTION METHOD OF COLUMN JOINT MEMBER
柱仕口部材の接合構造、及び柱仕口部材の施工方法
KOBAYASHI FUKO (Autor:in) / TSUSHI TAKUMI (Autor:in) / KUROKAWA YUTA (Autor:in) / YAMASHITA SHINGO (Autor:in)
23.07.2024
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
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