Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
BUILDING STRUCTURE AND METHOD FOR FORMING BUILDING STRUCTURE
To provide a rational and economical composite structure and a forming method thereof.SOLUTION: A column end member 1 and a beam end member 2 are both precast members, and the column end member 1 constitutes an upper layer column lower end part 5, a column-beam joint part 3, and a lower layer column upper end part 4; a prestress in a Z-axis direction is introduced into the column end member 1 by tensioning and anchoring a PC tension member penetrating the column end member 1 in the Z-axis direction; prestress in an X-axis direction is introduced into the beam end member 2 arranged in the X-axis direction and the column end member 1 by tensioning and anchoring the PC tension member penetrating the beam end member 2 arranged in the X-axis direction and the column end member 1 in the X-axis direction; prestress in a Y-axis direction is introduced into the beam end member 2 arranged in the Y-axis direction and the column end member 1 by tensioning and anchoring the PC tension member penetrating the beam end member 2 arranged in the Y-axis direction and the column end member 1 in the Y-axis direction; the column end member 1 and the beam end member 2 are integrated by PC pressure bonding, and the column-beam joint part 3 is set to a three-axis compression state.SELECTED DRAWING: Figure 1
【課題】合理的かつ経済的な複合構造及びその形成方法を提供する。【解決手段】柱端部材１と梁端部材２をいずれもプレキャスト部材とし、柱端部材１は、上層の柱下端部５と柱梁接合部３と下層の柱上端部４とを構成し、柱端部材１をＺ軸方向に貫通したＰＣ緊張材を緊張定着することによって柱端部材１にＺ軸方向のプレストレスを導入し、Ｘ軸方向に配置した梁端部材２と柱端部材１とをＸ軸方向に貫通したＰＣ緊張材の緊張定着によって、Ｘ軸方向に配置された梁端部材２及び柱端部材１にＸ軸方向のプレストレスを導入し、Ｙ軸方向に配置した梁端部材２と柱端部材１とをＹ軸方向に貫通したＰＣ緊張材の緊張定着によって、Ｙ軸方向に配置された梁端部材２及び柱端部材１にＹ軸方向のプレストレスを導入し、柱端部材１と梁端部材２がＰＣ圧着接合により一体化されると共に、柱梁接合部３を３軸圧縮状態とする。【選択図】 図１
BUILDING STRUCTURE AND METHOD FOR FORMING BUILDING STRUCTURE
To provide a rational and economical composite structure and a forming method thereof.SOLUTION: A column end member 1 and a beam end member 2 are both precast members, and the column end member 1 constitutes an upper layer column lower end part 5, a column-beam joint part 3, and a lower layer column upper end part 4; a prestress in a Z-axis direction is introduced into the column end member 1 by tensioning and anchoring a PC tension member penetrating the column end member 1 in the Z-axis direction; prestress in an X-axis direction is introduced into the beam end member 2 arranged in the X-axis direction and the column end member 1 by tensioning and anchoring the PC tension member penetrating the beam end member 2 arranged in the X-axis direction and the column end member 1 in the X-axis direction; prestress in a Y-axis direction is introduced into the beam end member 2 arranged in the Y-axis direction and the column end member 1 by tensioning and anchoring the PC tension member penetrating the beam end member 2 arranged in the Y-axis direction and the column end member 1 in the Y-axis direction; the column end member 1 and the beam end member 2 are integrated by PC pressure bonding, and the column-beam joint part 3 is set to a three-axis compression state.SELECTED DRAWING: Figure 1
【課題】合理的かつ経済的な複合構造及びその形成方法を提供する。【解決手段】柱端部材１と梁端部材２をいずれもプレキャスト部材とし、柱端部材１は、上層の柱下端部５と柱梁接合部３と下層の柱上端部４とを構成し、柱端部材１をＺ軸方向に貫通したＰＣ緊張材を緊張定着することによって柱端部材１にＺ軸方向のプレストレスを導入し、Ｘ軸方向に配置した梁端部材２と柱端部材１とをＸ軸方向に貫通したＰＣ緊張材の緊張定着によって、Ｘ軸方向に配置された梁端部材２及び柱端部材１にＸ軸方向のプレストレスを導入し、Ｙ軸方向に配置した梁端部材２と柱端部材１とをＹ軸方向に貫通したＰＣ緊張材の緊張定着によって、Ｙ軸方向に配置された梁端部材２及び柱端部材１にＹ軸方向のプレストレスを導入し、柱端部材１と梁端部材２がＰＣ圧着接合により一体化されると共に、柱梁接合部３を３軸圧縮状態とする。【選択図】 図１
BUILDING STRUCTURE AND METHOD FOR FORMING BUILDING STRUCTURE
建物構造及び建物構造の形成方法
KUROSAWA RYOHEI (Autor:in)
29.07.2021
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
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