A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
STEEL PLATE EARTHQUAKE-RESISTING WALL
To provide a steel plate earthquake-resisting wall that is free from labor for processing as well as from influence of residual stress associated with the processing, and that is excellent in buckling property.SOLUTION: A steel plate earthquake-resisting wall 1 according to the present invention is constituted of steel plates installed onto a framework 19 enclosed with columns 15 and beams 17. The steel plate is a plate thickness change steel plate 3 where thick portions and thin portions in plate thickness of the steel plate are alternatively formed in a height direction to come into a lateral-striped shape or alternatively formed in the width direction to come into a vertical-striped shape, and the steel plate surface is not subjected to welding or bending.SELECTED DRAWING: Figure 1
【課題】加工の手間や加工に伴う残留応力の影響がなく、座屈性能に優れた鋼板耐震壁を提供する。【解決手段】本発明に係る鋼板耐震壁１は、柱１５と梁１７で囲まれた架構１９に鋼板を設置して構成される鋼板耐震壁１であって、前記鋼板が、板厚の厚い部位と薄い部位が、高さ方向で交互に形成されて横縞状になるか、又は幅方向で交互に形成されて縦縞状になった板厚変化鋼板３であって、鋼板面に溶接や曲げ加工が施されていないものであることを特徴とするものである。【選択図】 図１
STEEL PLATE EARTHQUAKE-RESISTING WALL
To provide a steel plate earthquake-resisting wall that is free from labor for processing as well as from influence of residual stress associated with the processing, and that is excellent in buckling property.SOLUTION: A steel plate earthquake-resisting wall 1 according to the present invention is constituted of steel plates installed onto a framework 19 enclosed with columns 15 and beams 17. The steel plate is a plate thickness change steel plate 3 where thick portions and thin portions in plate thickness of the steel plate are alternatively formed in a height direction to come into a lateral-striped shape or alternatively formed in the width direction to come into a vertical-striped shape, and the steel plate surface is not subjected to welding or bending.SELECTED DRAWING: Figure 1
【課題】加工の手間や加工に伴う残留応力の影響がなく、座屈性能に優れた鋼板耐震壁を提供する。【解決手段】本発明に係る鋼板耐震壁１は、柱１５と梁１７で囲まれた架構１９に鋼板を設置して構成される鋼板耐震壁１であって、前記鋼板が、板厚の厚い部位と薄い部位が、高さ方向で交互に形成されて横縞状になるか、又は幅方向で交互に形成されて縦縞状になった板厚変化鋼板３であって、鋼板面に溶接や曲げ加工が施されていないものであることを特徴とするものである。【選択図】 図１
STEEL PLATE EARTHQUAKE-RESISTING WALL
鋼板耐震壁
YASUNAGA JUMPEI (author)
2020-05-21
Patent
Electronic Resource
Japanese
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