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A platform for research: civil engineering, architecture and urbanism
STEEL DAMPER FOR ASEISMIC BASE ISOLATION
To provide a steel damper for aseismic base isolation which is capable of absorbing energy also by shear direction deformation.SOLUTION: A steel damper for aseismic base isolation 100 includes, for example, aseismic base isolation plates 10a having the same configuration disposed in a cross direction. The aseismic base isolation plates 10 (subscript "a, b, c, d" are omitted) are formed by a bending process of rectangular steel plates. The steel damper for aseismic base isolation includes: an upper horizontal part 1 disposed on an upper substrate 20; an upper inclined part 2 which connects through an upper end portion 12 to the upper horizontal part 1, and which is located lower as going away from the upper horizontal part 1; a lower horizontal part 7 disposed on a lower substrate 30; a lower inclined part 6 which connects through a lower end portion 13 to the lower horizontal part 7, and which is located higher as going away from the lower horizontal part 7; and a vertical part 4 which smoothly connects through an upper circular arc portion 3 to the upper inclined part 2 and through a lower circular arc portion 5 to the lower inclined part 6, and which is parallel to a central axis 21. The upper inclined part 2 comes closer to the lower inclined part 6 as going away from the central axis 21.SELECTED DRAWING: Figure 1
【課題】せん断方向変形によってもエネルギを吸収することができる免震用鋼材ダンパーを提供する。【解決手段】免震用鋼材ダンパー１００は、十字方向に配置された同じ構成の免震板１０ａ等を有し、免震板１０（添え字「ａ、ｂ、ｃ、ｄ」を省略）は矩形状の鋼板を曲げ加工して形成されたものであって、上基板２０に設置される上水平部分１と、上水平部分１に上端部１２においてつながって上水平部分１から離れる程下方になる上傾斜部分２と、下基板３０に設置される下水平部分７と、下水平部分７に下端部１３においてつながって下水平部分７から離れる程上方になる下傾斜部分６と、上傾斜部分２に上円弧部分３を介しておよび下傾斜部分６に下円弧部分５を介して滑らかにつながり、中心軸２１に平行な鉛直部分４とを有し、上傾斜部分２と下傾斜部分６とは中心軸２１から離れる程互いに近接している。【選択図】図１
STEEL DAMPER FOR ASEISMIC BASE ISOLATION
To provide a steel damper for aseismic base isolation which is capable of absorbing energy also by shear direction deformation.SOLUTION: A steel damper for aseismic base isolation 100 includes, for example, aseismic base isolation plates 10a having the same configuration disposed in a cross direction. The aseismic base isolation plates 10 (subscript "a, b, c, d" are omitted) are formed by a bending process of rectangular steel plates. The steel damper for aseismic base isolation includes: an upper horizontal part 1 disposed on an upper substrate 20; an upper inclined part 2 which connects through an upper end portion 12 to the upper horizontal part 1, and which is located lower as going away from the upper horizontal part 1; a lower horizontal part 7 disposed on a lower substrate 30; a lower inclined part 6 which connects through a lower end portion 13 to the lower horizontal part 7, and which is located higher as going away from the lower horizontal part 7; and a vertical part 4 which smoothly connects through an upper circular arc portion 3 to the upper inclined part 2 and through a lower circular arc portion 5 to the lower inclined part 6, and which is parallel to a central axis 21. The upper inclined part 2 comes closer to the lower inclined part 6 as going away from the central axis 21.SELECTED DRAWING: Figure 1
【課題】せん断方向変形によってもエネルギを吸収することができる免震用鋼材ダンパーを提供する。【解決手段】免震用鋼材ダンパー１００は、十字方向に配置された同じ構成の免震板１０ａ等を有し、免震板１０（添え字「ａ、ｂ、ｃ、ｄ」を省略）は矩形状の鋼板を曲げ加工して形成されたものであって、上基板２０に設置される上水平部分１と、上水平部分１に上端部１２においてつながって上水平部分１から離れる程下方になる上傾斜部分２と、下基板３０に設置される下水平部分７と、下水平部分７に下端部１３においてつながって下水平部分７から離れる程上方になる下傾斜部分６と、上傾斜部分２に上円弧部分３を介しておよび下傾斜部分６に下円弧部分５を介して滑らかにつながり、中心軸２１に平行な鉛直部分４とを有し、上傾斜部分２と下傾斜部分６とは中心軸２１から離れる程互いに近接している。【選択図】図１
STEEL DAMPER FOR ASEISMIC BASE ISOLATION
免震用鋼材ダンパー
KUWABARA SUSUMU (author) / HATANAKA YUKI (author) / TOBARI RYOTA (author) / YOSHINAGA MITSUTOSHI (author) / SHIODA KEISUKE (author) / MIYAGAWA KAZUAKI (author)
2020-03-19
Patent
Electronic Resource
Japanese