A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
COLUMN BEAM CONNECTION STRUCTURE AND CONSTRUCTION METHOD THEREOF
PROBLEM TO BE SOLVED: To provide a column beam connection structure and a construction method thereof, which enable efficient construction of a column beam structure in which a long period beam and a short period beam are disposed in parallel.SOLUTION: A long period beam (6), which bears long period load such as self-weight of an architectural structure, and a short period beam (8), which bears a short period load such as an earthquake load, are disposed in parallel. A joint body (10) that supports the long period beam and the short period beam is disposed on a column (4). The joint body is formed by half-precast concrete method. A joint lower body (12) that is a precast concrete member comprises: a body (30) that is slightly larger rectangle than the column in plan view; and a convexity (32) that swelled upward in the vicinity of a side of the body. A top face of the convexity constitutes a first support face (36) that supports the long period beam, and a part adjacent to the convexity of the body constitutes a second support face (38) that supports the short period beam. The first support face is located higher than the second support face.SELECTED DRAWING: Figure 4
【課題】長期梁と短期梁とが並列に配置された柱梁構造において、効率的な施工が可能な柱梁接合構造およびその施工方法を提供する。【解決手段】建築物の自重等の長期荷重を支持する長期梁（６）と、地震荷重等の短期荷重を支持する短期梁（８）とが、並列に配置される。柱（４）には、長期梁および短期梁を支持する仕口体（１０）が設けられる。仕口体は、ハーフプレキャストコンクリート工法によって形成される。プレキャストコンクリート部材である仕口下部体（１２）は、平面視で柱より一回り大きい矩形を呈する本体（３０）と、本体の辺近傍において、上方に膨出した凸部（３２）を備える。凸部の上面が、長期梁を支持する第１支持面（３６）を構成し、本体の凸部に隣接する部分が短期梁を支持する第２支持面（３８）を構成する。第１支持面の位置は、第２支持面の位置よりも高くなっている。【選択図】図４
COLUMN BEAM CONNECTION STRUCTURE AND CONSTRUCTION METHOD THEREOF
PROBLEM TO BE SOLVED: To provide a column beam connection structure and a construction method thereof, which enable efficient construction of a column beam structure in which a long period beam and a short period beam are disposed in parallel.SOLUTION: A long period beam (6), which bears long period load such as self-weight of an architectural structure, and a short period beam (8), which bears a short period load such as an earthquake load, are disposed in parallel. A joint body (10) that supports the long period beam and the short period beam is disposed on a column (4). The joint body is formed by half-precast concrete method. A joint lower body (12) that is a precast concrete member comprises: a body (30) that is slightly larger rectangle than the column in plan view; and a convexity (32) that swelled upward in the vicinity of a side of the body. A top face of the convexity constitutes a first support face (36) that supports the long period beam, and a part adjacent to the convexity of the body constitutes a second support face (38) that supports the short period beam. The first support face is located higher than the second support face.SELECTED DRAWING: Figure 4
【課題】長期梁と短期梁とが並列に配置された柱梁構造において、効率的な施工が可能な柱梁接合構造およびその施工方法を提供する。【解決手段】建築物の自重等の長期荷重を支持する長期梁（６）と、地震荷重等の短期荷重を支持する短期梁（８）とが、並列に配置される。柱（４）には、長期梁および短期梁を支持する仕口体（１０）が設けられる。仕口体は、ハーフプレキャストコンクリート工法によって形成される。プレキャストコンクリート部材である仕口下部体（１２）は、平面視で柱より一回り大きい矩形を呈する本体（３０）と、本体の辺近傍において、上方に膨出した凸部（３２）を備える。凸部の上面が、長期梁を支持する第１支持面（３６）を構成し、本体の凸部に隣接する部分が短期梁を支持する第２支持面（３８）を構成する。第１支持面の位置は、第２支持面の位置よりも高くなっている。【選択図】図４
COLUMN BEAM CONNECTION STRUCTURE AND CONSTRUCTION METHOD THEREOF
柱梁接合構造およびその施工方法
KOSAKA HIDEYUKI (author) / MATSUNAGA KENTARO (author) / KANO YOSHI (author) / HIRANO HIDEKAZU (author) / SAKO JUNJI (author)
2016-09-23
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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