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A platform for research: civil engineering, architecture and urbanism
JOINT STRUCTURE BETWEEN STEEL PLATE CONCRETE WALL AND SLAB
To construct steel plate concrete walls on upper and lower floors and slabs connected to their joints with good workability in a state where they are rationally joined, and to allow good stress transmission between the steel plate concrete walls on the upper and lower floors.SOLUTION: When joining steel plate concrete walls 1 to 4 on upper and lower floors, which are constructed by placing wall concrete 6 between a pair of opposing steel plates 5, and a slab S connected to joint portions of the steel plate concrete walls 1 to 4, the steel plate 5 on the lower floor side and the steel plate 5 on the upper floor side are arranged with a predetermined interval in a vertical direction within a placement height of slab concrete 12. A rod-shaped joint member 15 for stress transmission extending upward from between the pair of steel plates 5 on the lower floor side to between the pair of steel plates 5 on the upper floor side is provided. The wall concrete 6 on the upper and lower floors and the slab concrete 12 are cast so as to be joined through a gap between the steel plates 5 on the upper and lower floors with a predetermined interval.SELECTED DRAWING: Figure 1
【課題】上下階の鋼板コンクリート壁とそれらの接合部位に連接されるスラブとを、それらが合理的に接合された状態に施工性良く構築できるようにしながら、上下階の鋼板コンクリート壁間での良好な応力伝達を可能にする。【解決手段】対向する一対の鋼板５間に壁コンクリート６を打設して構築される上下階の鋼板コンクリート壁１～４と、鋼板コンクリート壁１～４の接合部位に連接されるスラブＳとを接合する上において、下階側の鋼板５と上階側の鋼板５とが、スラブコンクリート１２の打設高さ内で上下方向に所定間隔を置いた状態で配置され、下階側の一対の鋼板５の間から上方に延びて上階側の一対の鋼板５間に至る応力伝達用の棒状の継手部材１５が備えられ、上下階の壁コンクリート６とスラブコンクリート１２とが、所定間隔を置いた上下階の鋼板５の隙間を通じて接合されるように打設されている。【選択図】図１
JOINT STRUCTURE BETWEEN STEEL PLATE CONCRETE WALL AND SLAB
To construct steel plate concrete walls on upper and lower floors and slabs connected to their joints with good workability in a state where they are rationally joined, and to allow good stress transmission between the steel plate concrete walls on the upper and lower floors.SOLUTION: When joining steel plate concrete walls 1 to 4 on upper and lower floors, which are constructed by placing wall concrete 6 between a pair of opposing steel plates 5, and a slab S connected to joint portions of the steel plate concrete walls 1 to 4, the steel plate 5 on the lower floor side and the steel plate 5 on the upper floor side are arranged with a predetermined interval in a vertical direction within a placement height of slab concrete 12. A rod-shaped joint member 15 for stress transmission extending upward from between the pair of steel plates 5 on the lower floor side to between the pair of steel plates 5 on the upper floor side is provided. The wall concrete 6 on the upper and lower floors and the slab concrete 12 are cast so as to be joined through a gap between the steel plates 5 on the upper and lower floors with a predetermined interval.SELECTED DRAWING: Figure 1
【課題】上下階の鋼板コンクリート壁とそれらの接合部位に連接されるスラブとを、それらが合理的に接合された状態に施工性良く構築できるようにしながら、上下階の鋼板コンクリート壁間での良好な応力伝達を可能にする。【解決手段】対向する一対の鋼板５間に壁コンクリート６を打設して構築される上下階の鋼板コンクリート壁１～４と、鋼板コンクリート壁１～４の接合部位に連接されるスラブＳとを接合する上において、下階側の鋼板５と上階側の鋼板５とが、スラブコンクリート１２の打設高さ内で上下方向に所定間隔を置いた状態で配置され、下階側の一対の鋼板５の間から上方に延びて上階側の一対の鋼板５間に至る応力伝達用の棒状の継手部材１５が備えられ、上下階の壁コンクリート６とスラブコンクリート１２とが、所定間隔を置いた上下階の鋼板５の隙間を通じて接合されるように打設されている。【選択図】図１
JOINT STRUCTURE BETWEEN STEEL PLATE CONCRETE WALL AND SLAB
鋼板コンクリート壁とスラブとの接合構造
EHARA YUSUKE (author) / MORIYA KOJI (author) / TOKUNAGA SHOJI (author) / YABUSHITA NAOTO (author) / HAYASHI MAKOTO (author) / SUITO AKIRA (author) / UEDA YUTAKA (author) / MASUI TETSUYA (author)
2022-12-08
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
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