A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
VIBRATION CONTROL BUILDING
To provide a vibration control building capable of further more effectively absorbing and damping an earthquake force applied to a multi-story wall column.SOLUTION: A vibration control building 1 includes a substructure 10 constructed in soil G, an upper structure provided above the substructure 10, and a multi-story wall column 30A vertically and continuously provided inside the substructure 10 and the upper structure. Damping application members 33A are provided between a lower end 30b of the multi-story wall column 30A and the substructure 10. The multi-story wall column 30A is jointed to a support member 50 rotatably in a plane forming a wall face 30f of the multi-story wall column 30A, at an intermediate part 30c positioned at an upper end of the substructure 10.SELECTED DRAWING: Figure 4
【課題】連層壁柱に作用する地震力を、より一層、効果的に吸収し減衰可能な、制振建物を提供する。【解決手段】制振建物１は、地盤Ｇ中に構築される下部構造１０と、下部構造１０の上方に設けられる上部構造と、下部構造１０及び上部構造の内部側に鉛直方向に連続して設けられる連層壁柱３０Ａと、を備え、連層壁柱３０Ａの下端部３０ｂと、下部構造１０の間には、減衰付与部材３３Ａが設けられ、連層壁柱３０Ａは、下部構造１０の上端に位置する中間部３０ｃにおいて、支持部材５０に、連層壁柱３０Ａの壁面３０ｆを形成する平面内で回転可能となるように接合されている。【選択図】図４
VIBRATION CONTROL BUILDING
To provide a vibration control building capable of further more effectively absorbing and damping an earthquake force applied to a multi-story wall column.SOLUTION: A vibration control building 1 includes a substructure 10 constructed in soil G, an upper structure provided above the substructure 10, and a multi-story wall column 30A vertically and continuously provided inside the substructure 10 and the upper structure. Damping application members 33A are provided between a lower end 30b of the multi-story wall column 30A and the substructure 10. The multi-story wall column 30A is jointed to a support member 50 rotatably in a plane forming a wall face 30f of the multi-story wall column 30A, at an intermediate part 30c positioned at an upper end of the substructure 10.SELECTED DRAWING: Figure 4
【課題】連層壁柱に作用する地震力を、より一層、効果的に吸収し減衰可能な、制振建物を提供する。【解決手段】制振建物１は、地盤Ｇ中に構築される下部構造１０と、下部構造１０の上方に設けられる上部構造と、下部構造１０及び上部構造の内部側に鉛直方向に連続して設けられる連層壁柱３０Ａと、を備え、連層壁柱３０Ａの下端部３０ｂと、下部構造１０の間には、減衰付与部材３３Ａが設けられ、連層壁柱３０Ａは、下部構造１０の上端に位置する中間部３０ｃにおいて、支持部材５０に、連層壁柱３０Ａの壁面３０ｆを形成する平面内で回転可能となるように接合されている。【選択図】図４
VIBRATION CONTROL BUILDING
制振建物
KAWAGUCHI MEGUMI (author) / FUJINAGA NAOKI (author) / SHIBATA YOSHINOBU (author)
2021-10-28
Patent
Electronic Resource
Japanese
VIBRATION CONTROL BUILDING AND BUILDING VIBRATION CONTROL METHOD
| European Patent Office | 2015
VIBRATION CONTROL BUILDING AND BUILDING VIBRATION CONTROL METHOD
| European Patent Office | 2015