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JUNCTION STRUCTURE AND JUNCTION METHOD BETWEEN REINFORCED CONCRETE COLUMN AND BEAM
PROBLEM TO BE SOLVED: To provide a junction structure and a junction method between reinforced concrete column and beam that curtail construction period, enhance productivity, save manpower and furthermore reduce a cost.SOLUTION: A junction structure between reinforced concrete column and beam has a reinforced concrete column member 2 and a reinforced concrete beam member 3 joined to each other, and includes: a plurality of column junction reinforcing bars 4, 4,... protruding upward from a top edge surface of the column member 2; a precast concrete cylindrical member 5 disposed above the column member 2 and having a column concrete hollow part 51 formed inside into which the plurality of column junction reinforcing bars 4, 4, ... may be inserted; a concrete part cast in the column concrete hollow part 51 and a joint part between the cylindrical member 5 and the column member 2; and beam junction members 6, 6 formed integrally with the cylindrical member 5 and having the beam member 3 joined therewith.SELECTED DRAWING: Figure 2
【課題】工期短縮、生産性向上、省人化を図ることができるとともにコスト削減を図ることができる鉄筋コンクリート造の柱梁接合構造、および鉄筋コンクリート造の柱梁接合方法を提供する。【解決手段】鉄筋コンクリート造の柱部材2と梁部材3とが接合された鉄筋コンクリート造の柱梁接合構造において、柱部材2の上端面から上側に突出する複数の柱接合鉄筋4,4…と、柱部材2の上方に配置され内部に複数の柱接合鉄筋4,4…が挿通可能な柱コンクリート用空部51が形成されたプレキャストコンクリート製の筒状部材5と、柱コンクリート用空部51および筒状部材5と柱部材2との間の目地部に打設されたコンクリート部と、筒状部材5と一体に形成されて梁部材3が接合される梁接合部材6,6と、を有する。【選択図】図2
JUNCTION STRUCTURE AND JUNCTION METHOD BETWEEN REINFORCED CONCRETE COLUMN AND BEAM
PROBLEM TO BE SOLVED: To provide a junction structure and a junction method between reinforced concrete column and beam that curtail construction period, enhance productivity, save manpower and furthermore reduce a cost.SOLUTION: A junction structure between reinforced concrete column and beam has a reinforced concrete column member 2 and a reinforced concrete beam member 3 joined to each other, and includes: a plurality of column junction reinforcing bars 4, 4,... protruding upward from a top edge surface of the column member 2; a precast concrete cylindrical member 5 disposed above the column member 2 and having a column concrete hollow part 51 formed inside into which the plurality of column junction reinforcing bars 4, 4, ... may be inserted; a concrete part cast in the column concrete hollow part 51 and a joint part between the cylindrical member 5 and the column member 2; and beam junction members 6, 6 formed integrally with the cylindrical member 5 and having the beam member 3 joined therewith.SELECTED DRAWING: Figure 2
【課題】工期短縮、生産性向上、省人化を図ることができるとともにコスト削減を図ることができる鉄筋コンクリート造の柱梁接合構造、および鉄筋コンクリート造の柱梁接合方法を提供する。【解決手段】鉄筋コンクリート造の柱部材2と梁部材3とが接合された鉄筋コンクリート造の柱梁接合構造において、柱部材2の上端面から上側に突出する複数の柱接合鉄筋4,4…と、柱部材2の上方に配置され内部に複数の柱接合鉄筋4,4…が挿通可能な柱コンクリート用空部51が形成されたプレキャストコンクリート製の筒状部材5と、柱コンクリート用空部51および筒状部材5と柱部材2との間の目地部に打設されたコンクリート部と、筒状部材5と一体に形成されて梁部材3が接合される梁接合部材6,6と、を有する。【選択図】図2
JUNCTION STRUCTURE AND JUNCTION METHOD BETWEEN REINFORCED CONCRETE COLUMN AND BEAM
鉄筋コンクリート造の柱梁接合構造、および鉄筋コンクリート造の柱梁接合方法
NAGASHIMA KIYOSHI (Autor:in) / FUCHIMOTO MASAKI (Autor:in)
07.12.2017
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
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