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CONSTRUCTION METHOD OF COLUMN-BEAM FRAME, PRECAST CONCRETE MEMBER AND COLUMN-BEAM FRAME
To provide a construction method of column-beam frame, precast concrete member and column-beam frame, which can be effectively constructed by using precast concrete members.SOLUTION: A column-beam frame 12 of building 10 is configured by using a plurality of precast concrete (PC) members 20, 30, 40 provided with junctions that can be jointed to a vertical direction. PC members 20 are configured by integrally molding the beam parts 23 and a first column part 21 and a second column part 22 each connected to the end parts of the beam parts 23. The second column part 22 of the PC member 20 is directly jointed as the second PC column beam member on the first column part 21 of the PC member 20 as the first PC column beam member, and the first column part 21 of the PC member 20 is directly jointed as the third PC column beam member on the second column part 22 of the PC member 20 as the first PC column beam member. In addition, a beam part 23 of two PC members 20 directly and indirectly jointed in the vertical direction is located to different height positions.SELECTED DRAWING: Figure 1
【課題】プレキャストコンクリート部材を用いて、効率的に構築することができる柱梁架構の構築方法、プレキャストコンクリート部材及び柱梁架構を提供する。【解決手段】上下方向に接合可能な接合部を備える複数のプレキャストコンクリート（ＰＣ）部材２０，３０，４０を用いて建物１０の柱梁架構１２を構成する。ＰＣ部材２０は、梁部２３と、梁部２３の端部がそれぞれ接続する第１柱部２１及び第２柱部２２とを一体形成することにより構成される。第１のＰＣ柱梁部材としてのＰＣ部材２０の第１柱部２１の上には、第２のＰＣ柱梁部材としてＰＣ部材２０の第２柱部２２を直接的に接合させ、第１のＰＣ柱梁部材としてのＰＣ部材２０の第２柱部２２の上には、第３のＰＣ柱梁部材としてのＰＣ部材２０の第１柱部２１を直接的に接合させる。そして、上下方向で直接的又は間接的に接合される２つのＰＣ部材２０の梁部２３を、異なる高さ位置に配置する。【選択図】図１
CONSTRUCTION METHOD OF COLUMN-BEAM FRAME, PRECAST CONCRETE MEMBER AND COLUMN-BEAM FRAME
To provide a construction method of column-beam frame, precast concrete member and column-beam frame, which can be effectively constructed by using precast concrete members.SOLUTION: A column-beam frame 12 of building 10 is configured by using a plurality of precast concrete (PC) members 20, 30, 40 provided with junctions that can be jointed to a vertical direction. PC members 20 are configured by integrally molding the beam parts 23 and a first column part 21 and a second column part 22 each connected to the end parts of the beam parts 23. The second column part 22 of the PC member 20 is directly jointed as the second PC column beam member on the first column part 21 of the PC member 20 as the first PC column beam member, and the first column part 21 of the PC member 20 is directly jointed as the third PC column beam member on the second column part 22 of the PC member 20 as the first PC column beam member. In addition, a beam part 23 of two PC members 20 directly and indirectly jointed in the vertical direction is located to different height positions.SELECTED DRAWING: Figure 1
【課題】プレキャストコンクリート部材を用いて、効率的に構築することができる柱梁架構の構築方法、プレキャストコンクリート部材及び柱梁架構を提供する。【解決手段】上下方向に接合可能な接合部を備える複数のプレキャストコンクリート（ＰＣ）部材２０，３０，４０を用いて建物１０の柱梁架構１２を構成する。ＰＣ部材２０は、梁部２３と、梁部２３の端部がそれぞれ接続する第１柱部２１及び第２柱部２２とを一体形成することにより構成される。第１のＰＣ柱梁部材としてのＰＣ部材２０の第１柱部２１の上には、第２のＰＣ柱梁部材としてＰＣ部材２０の第２柱部２２を直接的に接合させ、第１のＰＣ柱梁部材としてのＰＣ部材２０の第２柱部２２の上には、第３のＰＣ柱梁部材としてのＰＣ部材２０の第１柱部２１を直接的に接合させる。そして、上下方向で直接的又は間接的に接合される２つのＰＣ部材２０の梁部２３を、異なる高さ位置に配置する。【選択図】図１
CONSTRUCTION METHOD OF COLUMN-BEAM FRAME, PRECAST CONCRETE MEMBER AND COLUMN-BEAM FRAME
柱梁架構の構築方法、プレキャストコンクリート部材及び柱梁架構
TSUJI YASUHIKO (author)
2020-09-17
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
CONNECTION STRUCTURE OF PRECAST CONCRETE BEAM END AND PRECAST CONCRETE BEAM COLUMN FRAME
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