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CONNECTION PART STRUCTURE
To provide a connection part structure capable of transmitting a long-term load acting on a steel frame beam to a column.SOLUTION: The connection part structure comprises: a joint plate 22 which is provided on a side surface of a connection part 10 of a reinforced concrete column (a column 12) and to which an end of a steel frame beam (a beam 14) is joined; a connection plate 30 which is embedded in the connection part 10 and connects the joint plates 22 together; and a load receiving member (a cotter streak 40) joined to a side surface of the connection plate 30 and receiving a vertical load.SELECTED DRAWING: Figure 5
【課題】鉄骨梁に作用する長期荷重を、柱へ伝達することができる仕口部構造を提供する。【解決手段】仕口部構造は、鉄筋コンクリート柱(柱12)の仕口部10の側面に設けられ、鉄骨梁(梁14)の端部が接合される接合プレート22と、仕口部10の内部に埋設され、接合プレート22同士を連結する連結プレート30と、連結プレート30の側面に接合され、上下方向の荷重を受ける荷重受け部材(コッター筋40)と、を有する。【選択図】図5
CONNECTION PART STRUCTURE
To provide a connection part structure capable of transmitting a long-term load acting on a steel frame beam to a column.SOLUTION: The connection part structure comprises: a joint plate 22 which is provided on a side surface of a connection part 10 of a reinforced concrete column (a column 12) and to which an end of a steel frame beam (a beam 14) is joined; a connection plate 30 which is embedded in the connection part 10 and connects the joint plates 22 together; and a load receiving member (a cotter streak 40) joined to a side surface of the connection plate 30 and receiving a vertical load.SELECTED DRAWING: Figure 5
【課題】鉄骨梁に作用する長期荷重を、柱へ伝達することができる仕口部構造を提供する。【解決手段】仕口部構造は、鉄筋コンクリート柱(柱12)の仕口部10の側面に設けられ、鉄骨梁(梁14)の端部が接合される接合プレート22と、仕口部10の内部に埋設され、接合プレート22同士を連結する連結プレート30と、連結プレート30の側面に接合され、上下方向の荷重を受ける荷重受け部材(コッター筋40)と、を有する。【選択図】図5
CONNECTION PART STRUCTURE
仕口部構造
FUKUHARA TAKESHI (author) / YAMAZAKI KENJI (author) / SUGAYA KIMIHIKO (author) / MAEKAWA MOTONOBU (author) / INOUE TOMITA (author)
2019-05-23
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
PRECAST FLOOR SLAB CONNECTION PART STRUCTURE AND CONNECTION PART CONSTRUCTION METHOD
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