Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
CONSTRUCTION METHOD FOR COLUMN-BEAM JOINT STRUCTURE, AND JOINT MEMBER
To provide a construction method for a column-beam joint structure and a joint member capable of easily performing concrete installation work.SOLUTION: A construction method for a column-beam joint structure comprises: a lower side steel pipe installation of installing a lower side steel pipe 11a so as to extend in the vertical direction; a joint member installation of disposing a joint member 3 which has a plurality of joint reinforcements 32 extending in the vertical direction, a covering steel pipe 31 disposed so as to surround the outside of a vertically intermediate portion of the plurality of joint reinforcements 32, a joint concrete portion 33 charged into the covering steel pipe 31, and a joint beam 34 joined to the covering steel pipe 31, so that the covering steel pipe 31 becomes coaxial with the lower side steel pipe 11a at the upper side of the lower side steel pipe 11a; an upper side steel pipe installation of coaxially installing an upper side steel pipe 11b at the upper side of the covering steel pipe 31; and a lower side steel pipe concrete installation of installing concrete from an installation hole 51 which is formed to penetrate the plate thickness of the lower side steel pipe 11a at the upper part of the lower side steel pipe 11a.SELECTED DRAWING: Figure 7
【課題】コンクリートの打設作業を容易に行うことができる柱梁接合構造の施工方法及び接合部材を提供する。【解決手段】柱梁接合構造の施工方法は、下側鋼管11aを鉛直方向に延びるように設置する下側鋼管設置工程と、鉛直方向に延びる複数の接合鉄筋32と、複数の接合鉄筋32の鉛直方向の中間の外側を囲繞するように配置されたふさぎ鋼管31と、ふさぎ鋼管31の内部に充填された接合コンクリート部33と、ふさぎ鋼管31に接合された接合梁34と、を有する接合部材3を、ふさぎ鋼管31を下側鋼管11aの上側に同軸に配置する接合部材設置工程と、ふさぎ鋼管31の上側に同軸に上側鋼管11bを設置する上側鋼管設置工程と、下側鋼管11aの上部に下側鋼管11aの板厚を貫通するように形成された打設孔51からコンクリートを打設する下側鋼管コンクリート打設工程と、を備える。【選択図】図7
CONSTRUCTION METHOD FOR COLUMN-BEAM JOINT STRUCTURE, AND JOINT MEMBER
To provide a construction method for a column-beam joint structure and a joint member capable of easily performing concrete installation work.SOLUTION: A construction method for a column-beam joint structure comprises: a lower side steel pipe installation of installing a lower side steel pipe 11a so as to extend in the vertical direction; a joint member installation of disposing a joint member 3 which has a plurality of joint reinforcements 32 extending in the vertical direction, a covering steel pipe 31 disposed so as to surround the outside of a vertically intermediate portion of the plurality of joint reinforcements 32, a joint concrete portion 33 charged into the covering steel pipe 31, and a joint beam 34 joined to the covering steel pipe 31, so that the covering steel pipe 31 becomes coaxial with the lower side steel pipe 11a at the upper side of the lower side steel pipe 11a; an upper side steel pipe installation of coaxially installing an upper side steel pipe 11b at the upper side of the covering steel pipe 31; and a lower side steel pipe concrete installation of installing concrete from an installation hole 51 which is formed to penetrate the plate thickness of the lower side steel pipe 11a at the upper part of the lower side steel pipe 11a.SELECTED DRAWING: Figure 7
【課題】コンクリートの打設作業を容易に行うことができる柱梁接合構造の施工方法及び接合部材を提供する。【解決手段】柱梁接合構造の施工方法は、下側鋼管11aを鉛直方向に延びるように設置する下側鋼管設置工程と、鉛直方向に延びる複数の接合鉄筋32と、複数の接合鉄筋32の鉛直方向の中間の外側を囲繞するように配置されたふさぎ鋼管31と、ふさぎ鋼管31の内部に充填された接合コンクリート部33と、ふさぎ鋼管31に接合された接合梁34と、を有する接合部材3を、ふさぎ鋼管31を下側鋼管11aの上側に同軸に配置する接合部材設置工程と、ふさぎ鋼管31の上側に同軸に上側鋼管11bを設置する上側鋼管設置工程と、下側鋼管11aの上部に下側鋼管11aの板厚を貫通するように形成された打設孔51からコンクリートを打設する下側鋼管コンクリート打設工程と、を備える。【選択図】図7
CONSTRUCTION METHOD FOR COLUMN-BEAM JOINT STRUCTURE, AND JOINT MEMBER
柱梁接合構造の施工方法及び接合部材
SAGAWA TAKAYUKI (Autor:in)
16.08.2022
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
COLUMN-BEAM JOINT MEMBER AND COLUMN-BEAM JOINT STRUCTURE
Europäisches Patentamt | 2020
|Europäisches Patentamt | 2022
Europäisches Patentamt | 2021
|Europäisches Patentamt | 2024
|JOINT MEMBER, JOINT MEMBER MANUFACTURING METHOD, JOINT STRUCTURE BETWEEN COLUMN AND BEAM
Europäisches Patentamt | 2023
|