A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
CONSTRUCTION METHOD OF PRECAST CONCRETE MEMBER, AND JOINT STRUCTURE OF PRECAST CONCRETE MEMBER
To simplify a configuration of a precast column 10.SOLUTION: A construction method of a precast concrete member fills each of a plurality of through holes H formed on precast beams 20 with a filler G in a state where each of a plurality of column main reinforcements 12 projecting from precast columns 10 are inserted to one end side openings H1 of the plurality of through holes H, and thereby joins the precast beams 20 to the precast columns 10. The construction method injects the filler G from other end side openings H2 of a part of the plurality of through holes H, and fills the one end side openings H1 of other through holes H with the filler G through a joint part 40 between the precast beams 20 and the precast columns 10.SELECTED DRAWING: Figure 1
【課題】プレキャスト柱１０の構造を単純化することを目的とする。【解決手段】プレキャストコンクリート部材の施工方法は、プレキャスト梁２０に形成された複数の貫通孔Ｈの一端側開口Ｈ１に、プレキャスト柱１０から突出する複数の柱主筋１２をそれぞれ挿入した状態で複数の貫通孔Ｈの各々に充填材Ｇを充填することにより、プレキャスト梁２０をプレキャスト柱１０に接合するプレキャストコンクリート部材の施工方法であって、複数の貫通孔Ｈのうち一部の貫通孔Ｈの他端側開口Ｈ２から充填材Ｇを注入し、プレキャスト梁２０とプレキャスト柱１０との目地部４０を介して他の貫通孔Ｈの一端側開口Ｈ１に充填材Ｇを充填する。【選択図】図１
CONSTRUCTION METHOD OF PRECAST CONCRETE MEMBER, AND JOINT STRUCTURE OF PRECAST CONCRETE MEMBER
To simplify a configuration of a precast column 10.SOLUTION: A construction method of a precast concrete member fills each of a plurality of through holes H formed on precast beams 20 with a filler G in a state where each of a plurality of column main reinforcements 12 projecting from precast columns 10 are inserted to one end side openings H1 of the plurality of through holes H, and thereby joins the precast beams 20 to the precast columns 10. The construction method injects the filler G from other end side openings H2 of a part of the plurality of through holes H, and fills the one end side openings H1 of other through holes H with the filler G through a joint part 40 between the precast beams 20 and the precast columns 10.SELECTED DRAWING: Figure 1
【課題】プレキャスト柱１０の構造を単純化することを目的とする。【解決手段】プレキャストコンクリート部材の施工方法は、プレキャスト梁２０に形成された複数の貫通孔Ｈの一端側開口Ｈ１に、プレキャスト柱１０から突出する複数の柱主筋１２をそれぞれ挿入した状態で複数の貫通孔Ｈの各々に充填材Ｇを充填することにより、プレキャスト梁２０をプレキャスト柱１０に接合するプレキャストコンクリート部材の施工方法であって、複数の貫通孔Ｈのうち一部の貫通孔Ｈの他端側開口Ｈ２から充填材Ｇを注入し、プレキャスト梁２０とプレキャスト柱１０との目地部４０を介して他の貫通孔Ｈの一端側開口Ｈ１に充填材Ｇを充填する。【選択図】図１
CONSTRUCTION METHOD OF PRECAST CONCRETE MEMBER, AND JOINT STRUCTURE OF PRECAST CONCRETE MEMBER
プレキャストコンクリート部材の施工方法、及びプレキャストコンクリート部材の接合構造
KOBAYASHI FUKO (author) / KAKE SATOSHI (author) / OGURA FUMITAKA (author) / NAKANE KAZUTOMI (author) / TAKATSU HIROTO (author)
2022-01-27
Patent
Electronic Resource
Japanese
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