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REINFORCEMENT STRUCTURE OF COLUMN-BEAM JOINT
To provide the reinforcement structure of a column-beam joint securing bearing force.SOLUTION: A reinforcement structure 10 is applied to a column-beam joint 1 composed of a reinforced concrete column 40, a steel beam member 20 and a square cylindrical closing plate 30 with an upper and a lower ends opened. The steel beam member 20 is arranged inside and outside the closing plate 30, and an H-shaped steel material having an upper flange 21, a lower flange 22 and a web 23 is used therefor. The H-shaped steel material has an inner reinforcement member 50 jointing an inner face 31 of the closing plate 30 to the web 23 of the steel beam member 20 arranged inside the closing plate 30, and outer reinforcement members 70 jointing an outer face 32 of the closing plate 30 to the web 23 of the steel beam member 20 arranged outside the closing plate 30.SELECTED DRAWING: Figure 1
【課題】耐力を確保することができる柱・梁接合部の補強構造を提供する。【解決手段】補強構造１０は、鉄筋コンクリート柱４０と、鉄骨梁部材２０と、上下端が開放する筒状のふさぎ板３０と、で構成される柱・梁接合部１に適用される。鉄骨梁部材２０は、ふさぎ板３０の内側及び外側に配され、上フランジ２１と、下フランジ２２と、ウエブ２３とを有するＨ形鋼が用いられる。ふさぎ板３０の内面３１とふさぎ板３０の内側に配される鉄骨梁部材２０のウエブ２３とを接合する内補強部材５０と、ふさぎ板３０の外面３２とふさぎ板３０の外側に配される鉄骨梁部材２０のウエブ２３とを接合する外補強部材７０と、を有している。【選択図】図１
REINFORCEMENT STRUCTURE OF COLUMN-BEAM JOINT
To provide the reinforcement structure of a column-beam joint securing bearing force.SOLUTION: A reinforcement structure 10 is applied to a column-beam joint 1 composed of a reinforced concrete column 40, a steel beam member 20 and a square cylindrical closing plate 30 with an upper and a lower ends opened. The steel beam member 20 is arranged inside and outside the closing plate 30, and an H-shaped steel material having an upper flange 21, a lower flange 22 and a web 23 is used therefor. The H-shaped steel material has an inner reinforcement member 50 jointing an inner face 31 of the closing plate 30 to the web 23 of the steel beam member 20 arranged inside the closing plate 30, and outer reinforcement members 70 jointing an outer face 32 of the closing plate 30 to the web 23 of the steel beam member 20 arranged outside the closing plate 30.SELECTED DRAWING: Figure 1
【課題】耐力を確保することができる柱・梁接合部の補強構造を提供する。【解決手段】補強構造１０は、鉄筋コンクリート柱４０と、鉄骨梁部材２０と、上下端が開放する筒状のふさぎ板３０と、で構成される柱・梁接合部１に適用される。鉄骨梁部材２０は、ふさぎ板３０の内側及び外側に配され、上フランジ２１と、下フランジ２２と、ウエブ２３とを有するＨ形鋼が用いられる。ふさぎ板３０の内面３１とふさぎ板３０の内側に配される鉄骨梁部材２０のウエブ２３とを接合する内補強部材５０と、ふさぎ板３０の外面３２とふさぎ板３０の外側に配される鉄骨梁部材２０のウエブ２３とを接合する外補強部材７０と、を有している。【選択図】図１
REINFORCEMENT STRUCTURE OF COLUMN-BEAM JOINT
柱・梁接合部の補強構造
AIDA KAZUHIRO (author) / KATO TOMOYA (author) / YAGI SHIGEJI (author) / FUNABASHI KENGO (author)
2020-12-17
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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