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A platform for research: civil engineering, architecture and urbanism
REINFORCED CONCRETE POLE BEAM JOINT STRUCTURE
To provide a reinforced concrete beam allowing concrete of a beam end of the reinforced concrete beam and concrete of a slab to be casted integrally at a work site.SOLUTION: A reinforced concrete pole beam joint structure comprises: a reinforced concrete pole 10; a reinforced concrete beam 60 with a beam end 60E joined to a pole beam joint part 32 of the reinforced concrete pole 10; a slab joined to an upper end side of the reinforced concrete beam 60; and a plurality of lower end reinforced bars 90 and upper end reinforced bars 92 provided at at least either the beam end 60E or the slab and arranging the beam end 60E as a non-yield hinge area. The reinforced concrete beam 60 has: an intermediate lower concrete part forming a lower side at a beam intermediate part 60M; and a cast-in-place concrete part 64 forming an upper part at the beam intermediate part 60M and the beam end 60E, and integrated with the slab.SELECTED DRAWING: Figure 1
【課題】鉄筋コンクリート梁の梁端部のコンクリートとスラブのコンクリートとを現場で一体に打設可能な鉄筋コンクリート梁を提供する。【解決手段】鉄筋コンクリート柱梁接合構造は、鉄筋コンクリート柱１０と、鉄筋コンクリート柱１０の柱梁仕口部３２に梁端部６０Ｅが接合される鉄筋コンクリート梁６０と、鉄筋コンクリート梁６０の上端側に接合されるスラブと、梁端部６０Ｅ及びスラブの少なくとも一方に設けられ、梁端部６０Ｅを非降伏ヒンジ領域にする複数の下端補強筋９０及び上端補強筋９２と、を備え、鉄筋コンクリート梁６０は、梁中間部６０Ｍにおける下側を形成する中間下側コンクリート部と、梁中間部６０Ｍにおける上側、及び梁端部６０Ｅを形成し、スラブと一体化される現場打ちコンクリート部６４と、を有する。【選択図】図１
REINFORCED CONCRETE POLE BEAM JOINT STRUCTURE
To provide a reinforced concrete beam allowing concrete of a beam end of the reinforced concrete beam and concrete of a slab to be casted integrally at a work site.SOLUTION: A reinforced concrete pole beam joint structure comprises: a reinforced concrete pole 10; a reinforced concrete beam 60 with a beam end 60E joined to a pole beam joint part 32 of the reinforced concrete pole 10; a slab joined to an upper end side of the reinforced concrete beam 60; and a plurality of lower end reinforced bars 90 and upper end reinforced bars 92 provided at at least either the beam end 60E or the slab and arranging the beam end 60E as a non-yield hinge area. The reinforced concrete beam 60 has: an intermediate lower concrete part forming a lower side at a beam intermediate part 60M; and a cast-in-place concrete part 64 forming an upper part at the beam intermediate part 60M and the beam end 60E, and integrated with the slab.SELECTED DRAWING: Figure 1
【課題】鉄筋コンクリート梁の梁端部のコンクリートとスラブのコンクリートとを現場で一体に打設可能な鉄筋コンクリート梁を提供する。【解決手段】鉄筋コンクリート柱梁接合構造は、鉄筋コンクリート柱１０と、鉄筋コンクリート柱１０の柱梁仕口部３２に梁端部６０Ｅが接合される鉄筋コンクリート梁６０と、鉄筋コンクリート梁６０の上端側に接合されるスラブと、梁端部６０Ｅ及びスラブの少なくとも一方に設けられ、梁端部６０Ｅを非降伏ヒンジ領域にする複数の下端補強筋９０及び上端補強筋９２と、を備え、鉄筋コンクリート梁６０は、梁中間部６０Ｍにおける下側を形成する中間下側コンクリート部と、梁中間部６０Ｍにおける上側、及び梁端部６０Ｅを形成し、スラブと一体化される現場打ちコンクリート部６４と、を有する。【選択図】図１
REINFORCED CONCRETE POLE BEAM JOINT STRUCTURE
鉄筋コンクリート柱梁接合構造
KOBAYASHI FUKO (author) / KAKE SATOSHI (author) / HIRABAYASHI MASATAKA (author) / OGURA FUMITAKA (author) / HAMADA AKITOSHI (author) / TAKATSU HIROTO (author)
2022-07-28
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
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