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JOINT STRUCTURE OF PRECAST CONCRETE EARTHQUAKE RESISTANT WALL
To make a joining construction of an earthquake resistant wall with a beam provided above and below a column and an earthquake resistant wall reasonable, in a joint structure of an earthquake resistant wall and a column of a building comprising a precast concrete earthquake resistant wall.SOLUTION: A joint structure of a precast concrete earthquake resistant wall comprises: a precast earthquake resistant wall 10 which is installed between neighboring precast column members 20 with a predetermined gap between itself and the precast column member 20 and at whose side end face in a width direction there are arranged wall joining reinforcements 16 which face a column joining reinforcement and a part of which protrudes to an outside with a predetermined interval in a height direction; a floor slab 50 laid above and below the precast column member 20 and the precast earthquake resistant wall 10; and a beam 30 installed above and below the precast earthquake resistant wall 10. A beam depth of the beam 30 is substantially the same as a slab thickness of the floor slab 50. The floor slab 50 and the beam 30 have the same installation height above and below the precast earthquake resistant wall 10. The precast earthquake resistant wall 10 is joined to the precast column member 20 since a joint is formed between the wall joining reinforcement and the column joining reinforcement via a filler filling the gap.SELECTED DRAWING: Figure 1
【課題】 プレキャストコンクリート耐震壁を備えた建築物の耐震壁と柱等の接合構造において、耐震壁と柱、耐震壁の上下に設けられた梁の接合等の施工の合理化を図る。【解決手段】 隣接するプレキャスト柱部材２０間に、プレキャスト柱部材２０と所定の隙間をあけて設置され、幅方向の側端面に、柱接合筋と対向して、高さ方向に所定間隔をあけて一部が外部に突出した壁接合筋１６が配筋されたプレキャスト耐震壁１０と、プレキャスト柱部材２０、プレキャスト耐震壁１０の上下に敷設された床スラブ５０と、プレキャスト耐震壁１０の上下に設置された梁３０とを備える。梁３０は、梁成が床スラブ５０のスラブ厚と略等しく、床スラブ５０と梁３０とは、プレキャスト耐震壁１０の上下で同じ設置高さとなり、プレキャスト耐震壁１０は、隙間を塞ぐ充填材を介して壁接合筋と柱接合筋との間に継手が形成されてプレキャスト柱部材２０に接合されることを特徴とする。【選択図】 図１
JOINT STRUCTURE OF PRECAST CONCRETE EARTHQUAKE RESISTANT WALL
To make a joining construction of an earthquake resistant wall with a beam provided above and below a column and an earthquake resistant wall reasonable, in a joint structure of an earthquake resistant wall and a column of a building comprising a precast concrete earthquake resistant wall.SOLUTION: A joint structure of a precast concrete earthquake resistant wall comprises: a precast earthquake resistant wall 10 which is installed between neighboring precast column members 20 with a predetermined gap between itself and the precast column member 20 and at whose side end face in a width direction there are arranged wall joining reinforcements 16 which face a column joining reinforcement and a part of which protrudes to an outside with a predetermined interval in a height direction; a floor slab 50 laid above and below the precast column member 20 and the precast earthquake resistant wall 10; and a beam 30 installed above and below the precast earthquake resistant wall 10. A beam depth of the beam 30 is substantially the same as a slab thickness of the floor slab 50. The floor slab 50 and the beam 30 have the same installation height above and below the precast earthquake resistant wall 10. The precast earthquake resistant wall 10 is joined to the precast column member 20 since a joint is formed between the wall joining reinforcement and the column joining reinforcement via a filler filling the gap.SELECTED DRAWING: Figure 1
【課題】 プレキャストコンクリート耐震壁を備えた建築物の耐震壁と柱等の接合構造において、耐震壁と柱、耐震壁の上下に設けられた梁の接合等の施工の合理化を図る。【解決手段】 隣接するプレキャスト柱部材２０間に、プレキャスト柱部材２０と所定の隙間をあけて設置され、幅方向の側端面に、柱接合筋と対向して、高さ方向に所定間隔をあけて一部が外部に突出した壁接合筋１６が配筋されたプレキャスト耐震壁１０と、プレキャスト柱部材２０、プレキャスト耐震壁１０の上下に敷設された床スラブ５０と、プレキャスト耐震壁１０の上下に設置された梁３０とを備える。梁３０は、梁成が床スラブ５０のスラブ厚と略等しく、床スラブ５０と梁３０とは、プレキャスト耐震壁１０の上下で同じ設置高さとなり、プレキャスト耐震壁１０は、隙間を塞ぐ充填材を介して壁接合筋と柱接合筋との間に継手が形成されてプレキャスト柱部材２０に接合されることを特徴とする。【選択図】 図１
JOINT STRUCTURE OF PRECAST CONCRETE EARTHQUAKE RESISTANT WALL
プレキャストコンクリート耐震壁の接合構造
TABATA TAKU (author) / SUZUKI HIDEYUKI (author) / MAKITA TOSHIRO (author)
2021-06-10
Patent
Electronic Resource
Japanese
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