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A platform for research: civil engineering, architecture and urbanism
COLUMN BEAM STRUCTURE WITH REINFORCED CONCRETE COLUMN AND STEEL BEAMS
To reduce a weight of column members at joints between precast reinforced concrete columns and beam structures, and to streamline joint work.SOLUTION: A column beam structure includes: a concrete column 10 comprising a precast concrete column member 20 having ties 24 and an end of a beam steel frame 50 protruding from a side surface 25, and a precast concrete column member 30 having ties 34 and an end of a beam steel frame 60 protruding from a side surface 35 opposite to the side surface 25; and a beam 70 whose one steel frame end is cross-jointed to at least one of the beam steel frame 50 and the beam steel frame 60. A cast-in-place concrete column member 40 is placed between the side surface 25 and the side surface 35 of the concrete column 10, and the steel frame end of the beam 70 is embedded inside the cast-in-place concrete column member 40.SELECTED DRAWING: Figure 2
【課題】 プレキャスト鉄筋コンクリート柱と、梁架構との接合部における柱部材の軽量化、接合作業の合理化を図る。【解決手段】 側面２５から帯筋２４、梁の鉄骨５０の端部が突出したプレキャストコンクリート柱部材２０と、側面２５に対向する側面３５から帯筋３４および梁の鉄骨６０の端部が突出したプレキャストコンクリート柱部材３０とを備えるコンクリート柱１０と、鉄骨の一端が梁の鉄骨５０と梁の鉄骨６０とのうちの少なくとも一方と交差接合された梁７０とを備える。コンクリート柱１０の側面２５と側面３５との間に現場打ちコンクリート柱部材４０が打設され、梁７０の鉄骨端が現場打ちコンクリート柱部材４０の内部に埋設されている。【選択図】 図２
COLUMN BEAM STRUCTURE WITH REINFORCED CONCRETE COLUMN AND STEEL BEAMS
To reduce a weight of column members at joints between precast reinforced concrete columns and beam structures, and to streamline joint work.SOLUTION: A column beam structure includes: a concrete column 10 comprising a precast concrete column member 20 having ties 24 and an end of a beam steel frame 50 protruding from a side surface 25, and a precast concrete column member 30 having ties 34 and an end of a beam steel frame 60 protruding from a side surface 35 opposite to the side surface 25; and a beam 70 whose one steel frame end is cross-jointed to at least one of the beam steel frame 50 and the beam steel frame 60. A cast-in-place concrete column member 40 is placed between the side surface 25 and the side surface 35 of the concrete column 10, and the steel frame end of the beam 70 is embedded inside the cast-in-place concrete column member 40.SELECTED DRAWING: Figure 2
【課題】 プレキャスト鉄筋コンクリート柱と、梁架構との接合部における柱部材の軽量化、接合作業の合理化を図る。【解決手段】 側面２５から帯筋２４、梁の鉄骨５０の端部が突出したプレキャストコンクリート柱部材２０と、側面２５に対向する側面３５から帯筋３４および梁の鉄骨６０の端部が突出したプレキャストコンクリート柱部材３０とを備えるコンクリート柱１０と、鉄骨の一端が梁の鉄骨５０と梁の鉄骨６０とのうちの少なくとも一方と交差接合された梁７０とを備える。コンクリート柱１０の側面２５と側面３５との間に現場打ちコンクリート柱部材４０が打設され、梁７０の鉄骨端が現場打ちコンクリート柱部材４０の内部に埋設されている。【選択図】 図２
COLUMN BEAM STRUCTURE WITH REINFORCED CONCRETE COLUMN AND STEEL BEAMS
鉄筋コンクリート柱と鉄骨梁との柱梁構造
ASO NAOKI (author) / TOKESHI AKIRA (author) / KURITA HIROSHI (author) / MORISHITA TAKAHIRO (author)
2022-08-15
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
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