Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
JOINT STRUCTURE OF BEAM MEMBER
To provide a joint structure of beam members allowing to form a highly reliable joint part with stable quality.SOLUTION: Provided is a joint structure of precast concrete beams bridged between columns 1, 1. In a joint part of beam members 3A, 3B, an end part of each of the beams is formed with protruded plate-like parts 31A, 31B, respectively, with widths narrower than body parts 30A, 30B, and by superposing the protruded plate-like parts, the width of the joint part becomes same as the width of the body part. Further, PC steel members 4 arranged toward the width direction X to penetrate through the superposed protruded plate-like parts and pressure receiving plates 5 arranged on side faces of the joint part where the end parts of the PC steel members protrude are provided, to thereby settle the PC steel members to the pressure receiving plates in a state of tensioning force applied.SELECTED DRAWING: Figure 1
【課題】安定した品質で信頼性の高い接合部を構築することが可能な梁部材同士の接合構造を提供する。【解決手段】柱１，１間に架け渡されるプレキャストコンクリート製の梁部材同士の接合構造である。そして、梁部材３Ａ，３Ｂ同士の接合部において、それぞれの梁部材の端部には幅が本体部３０Ａ，３０Ｂよりも狭い突起板状部３１Ａ，３１Ｂが形成されており、突起板状部同士を重ね合わせることによって接合部の幅が本体部の幅と同程度になる。さらに、重ね合わされた突起板状部間を貫くように幅方向Ｘに向けて配置されるＰＣ鋼材４と、ＰＣ鋼材の端部が突出する箇所の接合部の側面に配置される受圧板５とを備え、ＰＣ鋼材は緊張力が導入された状態で受圧板に定着されている。【選択図】図１
JOINT STRUCTURE OF BEAM MEMBER
To provide a joint structure of beam members allowing to form a highly reliable joint part with stable quality.SOLUTION: Provided is a joint structure of precast concrete beams bridged between columns 1, 1. In a joint part of beam members 3A, 3B, an end part of each of the beams is formed with protruded plate-like parts 31A, 31B, respectively, with widths narrower than body parts 30A, 30B, and by superposing the protruded plate-like parts, the width of the joint part becomes same as the width of the body part. Further, PC steel members 4 arranged toward the width direction X to penetrate through the superposed protruded plate-like parts and pressure receiving plates 5 arranged on side faces of the joint part where the end parts of the PC steel members protrude are provided, to thereby settle the PC steel members to the pressure receiving plates in a state of tensioning force applied.SELECTED DRAWING: Figure 1
【課題】安定した品質で信頼性の高い接合部を構築することが可能な梁部材同士の接合構造を提供する。【解決手段】柱１，１間に架け渡されるプレキャストコンクリート製の梁部材同士の接合構造である。そして、梁部材３Ａ，３Ｂ同士の接合部において、それぞれの梁部材の端部には幅が本体部３０Ａ，３０Ｂよりも狭い突起板状部３１Ａ，３１Ｂが形成されており、突起板状部同士を重ね合わせることによって接合部の幅が本体部の幅と同程度になる。さらに、重ね合わされた突起板状部間を貫くように幅方向Ｘに向けて配置されるＰＣ鋼材４と、ＰＣ鋼材の端部が突出する箇所の接合部の側面に配置される受圧板５とを備え、ＰＣ鋼材は緊張力が導入された状態で受圧板に定着されている。【選択図】図１
JOINT STRUCTURE OF BEAM MEMBER
梁部材同士の接合構造
YUKIYOSHI ATSUSHI (Autor:in) / TADOKORO TOSHIYA (Autor:in) / NAKATA HIROKI (Autor:in)
10.09.2020
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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