A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
COLUMN-BEAM GROOVE
To provide a column-beam groove which can be easily joined to a steel pipe column with a high joint strength, and can freely adjust a beam length in accordance with a span length.SOLUTION: A column-beam groove 1 includes a pair of CFT columns 30, an intermediate synthetic beam 40A and an upper side synthetic beam 40B for connecting the pair of CFT columns 30, and a reinforced concrete wall 50 provided between the pair of CFT columns 30. The intermediate synthetic beam 40A and the upper side synthetic beam 40B include a pair of end steel materials 41 joined to the CFT columns 30, a central part reinforcement 42 for connecting the pair of end steel materials 41, and a concrete body 45 where the end steel materials 41 and the central part reinforcement 42 are embedded.SELECTED DRAWING: Figure 4
【課題】鋼管柱と容易かつ高い接合強度で接合でき、かつ、スパン長さに合わせて梁長さを自在に調整できる、柱梁架構を提供すること。【解決手段】柱梁架構１は、一対のＣＦＴ柱３０と、一対のＣＦＴ柱３０同士を連結する中間合成梁４０Ａおよび上側合成梁４０Ｂと、一対のＣＦＴ柱３０同士の間に設けられた鉄筋コンクリート壁５０と、を備える。中間合成梁４０Ａおよび上側合成梁４０Ｂは、ＣＦＴ柱３０に接合された一対の端部鋼材４１と、一対の端部鋼材４１同士を連結する中央部鉄筋４２と、端部鋼材４１および中央部鉄筋４２が埋設されたコンクリート体４５と、を備える。【選択図】図４
COLUMN-BEAM GROOVE
To provide a column-beam groove which can be easily joined to a steel pipe column with a high joint strength, and can freely adjust a beam length in accordance with a span length.SOLUTION: A column-beam groove 1 includes a pair of CFT columns 30, an intermediate synthetic beam 40A and an upper side synthetic beam 40B for connecting the pair of CFT columns 30, and a reinforced concrete wall 50 provided between the pair of CFT columns 30. The intermediate synthetic beam 40A and the upper side synthetic beam 40B include a pair of end steel materials 41 joined to the CFT columns 30, a central part reinforcement 42 for connecting the pair of end steel materials 41, and a concrete body 45 where the end steel materials 41 and the central part reinforcement 42 are embedded.SELECTED DRAWING: Figure 4
【課題】鋼管柱と容易かつ高い接合強度で接合でき、かつ、スパン長さに合わせて梁長さを自在に調整できる、柱梁架構を提供すること。【解決手段】柱梁架構１は、一対のＣＦＴ柱３０と、一対のＣＦＴ柱３０同士を連結する中間合成梁４０Ａおよび上側合成梁４０Ｂと、一対のＣＦＴ柱３０同士の間に設けられた鉄筋コンクリート壁５０と、を備える。中間合成梁４０Ａおよび上側合成梁４０Ｂは、ＣＦＴ柱３０に接合された一対の端部鋼材４１と、一対の端部鋼材４１同士を連結する中央部鉄筋４２と、端部鋼材４１および中央部鉄筋４２が埋設されたコンクリート体４５と、を備える。【選択図】図４
COLUMN-BEAM GROOVE
柱梁架構
SUGIYAMA TOMOAKI (author) / FUJIYAMA JUNJI (author) / NONOYAMA MASAMINE (author) / SHINNO TATSU (author) / KIMURA HIROSHI (author) / WATANABE HIDEYOSHI (author) / IMAI KAZUMASA (author)
2023-04-26
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
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GENERAL BUILDING CONSTRUCTIONS
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