Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
WALL BEAM JOINT STRUCTURE
PROBLEM TO BE SOLVED: To provide a wall beam joint structure with easy construction, as well as capable of integrating a wall beam and a floor slab on an upper floor.SOLUTION: The wall beam joint structure joins a precast concrete wall beam 11 and a floor slab 20 provided on the wall beam 11. Rod-like members 30 extending in the vertical direction are driven in the wall beam 11 at predetermined intervals along the length direction, and an upper end of the rod-like member 30 is fixed to the floor slab 20. According to the present invention, since the wall beam 11 and the floor slab 20 can be integrated, the bending strength of the wall beam 11 can be further improved. Further, since the wall beam joint structure is not a structure in which an upper part of top reinforcements or rib reinforcements of the wall beam is driven into the floor slab as in the conventional way, but is a structure in which the rod-like member 30 projecting upward from the wall beam 11 is driven into the floor slab 20, the floor slab 20 can be easily constructed with easy arrangement of reinforcements.SELECTED DRAWING: Figure 5
【課題】壁梁を上階の床スラブと一体化でき、かつ、施工容易な壁梁接合構造を提供すること。【解決手段】壁梁接合構造は、プレキャストコンクリート造の壁梁１１と壁梁１１の上に設けられた床スラブ２０とを接合する。壁梁１１には、上下方向に延びる棒状部材３０が長さ方向に沿って所定間隔おきに打ち込まれており、棒状部材３０の上端側は、床スラブ２０に定着されている。本発明によれば、壁梁１１と床スラブ２０とを一体化できるので、壁梁１１の曲げ強度をより向上できる。また、壁梁１１から上方に突出した棒状部材３０を床スラブ２０に打ち込むので、従来のように壁梁の上端筋やあばら筋の上部を床スラブに打ち込む構成ではないため、床スラブ２０を容易に配筋でき、施工が容易となる。【選択図】図５
WALL BEAM JOINT STRUCTURE
PROBLEM TO BE SOLVED: To provide a wall beam joint structure with easy construction, as well as capable of integrating a wall beam and a floor slab on an upper floor.SOLUTION: The wall beam joint structure joins a precast concrete wall beam 11 and a floor slab 20 provided on the wall beam 11. Rod-like members 30 extending in the vertical direction are driven in the wall beam 11 at predetermined intervals along the length direction, and an upper end of the rod-like member 30 is fixed to the floor slab 20. According to the present invention, since the wall beam 11 and the floor slab 20 can be integrated, the bending strength of the wall beam 11 can be further improved. Further, since the wall beam joint structure is not a structure in which an upper part of top reinforcements or rib reinforcements of the wall beam is driven into the floor slab as in the conventional way, but is a structure in which the rod-like member 30 projecting upward from the wall beam 11 is driven into the floor slab 20, the floor slab 20 can be easily constructed with easy arrangement of reinforcements.SELECTED DRAWING: Figure 5
【課題】壁梁を上階の床スラブと一体化でき、かつ、施工容易な壁梁接合構造を提供すること。【解決手段】壁梁接合構造は、プレキャストコンクリート造の壁梁１１と壁梁１１の上に設けられた床スラブ２０とを接合する。壁梁１１には、上下方向に延びる棒状部材３０が長さ方向に沿って所定間隔おきに打ち込まれており、棒状部材３０の上端側は、床スラブ２０に定着されている。本発明によれば、壁梁１１と床スラブ２０とを一体化できるので、壁梁１１の曲げ強度をより向上できる。また、壁梁１１から上方に突出した棒状部材３０を床スラブ２０に打ち込むので、従来のように壁梁の上端筋やあばら筋の上部を床スラブに打ち込む構成ではないため、床スラブ２０を容易に配筋でき、施工が容易となる。【選択図】図５
WALL BEAM JOINT STRUCTURE
壁梁接合構造
HIRAMATSU MICHIAKI (Autor:in) / MURAKAMI TERUKI (Autor:in) / SATO KAZUNORI (Autor:in)
20.09.2018
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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