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Title:
プレキャストコンクリート耐震壁の接合構造
Document Type and Number:
Japanese Patent JP7449685
Kind Code:
B2
Abstract:
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

Inventors:
Takashi Tabata
Hideyuki Suzuki
Toshiro Makita
Application Number:
JP2019220247A
Publication Date:
March 14, 2024
Filing Date:
December 05, 2019
Export Citation:
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Assignee:
Ando Co., Ltd.
International Classes:
E04H9/02; E04B1/21; E04B1/58; E04B1/61; E04B2/56
Domestic Patent References:
JP2018123644A
JP2000310057A
JP2016216900A
JP2000328652A
JP51136318A
Attorney, Agent or Firm:
Tetsuro Sunaba