A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
VIBRATION CONTROL BUILDING
PROBLEM TO BE SOLVED: To effectively develop a high earthquake resistance even in a high-aspect-ratio building built on a narrow land or the like.SOLUTION: A building 1 includes a substructure 10 constructed in a ground, a superstructure 20 provided above the substructure 10, a through wall column 30 having an upper end 30t fixed to a horizontal member of the superstructure 20, and an intermediate turnably connected to the substructure 10 or to the lower part of the superstructure 20, a supporting base 32 provided on the lateral side of the through wall column 30, and a buffer member 34 provided between a lower end 30b of the through wall column 30 and the supporting base 32 for buffering against a displacement component in the horizontal direction of the lower end 30b of the through wall column 30.SELECTED DRAWING: Figure 3
【課題】狭隘な土地等に建てられる塔状比の高い建物においても、高い耐震性を有効に得る。【解決手段】建物１は、地盤中に構築された下部構造１０と、下部構造１０の上方に設けられた上部構造２０と、上端部３０ｔが上部構造２０の水平部材に固定され、中間部が下部構造１０または上部構造２０の下部に回動自在に連結された通し壁柱３０と、通し壁柱３０の側方に設けられた支持ベース３２と、通し壁柱３０の下端部３０ｂと支持ベース３２との間に設けられ、通し壁柱３０の下端部３０ｂの水平方向の変位成分を緩衝する緩衝部材３４と、を備える。【選択図】図３
VIBRATION CONTROL BUILDING
PROBLEM TO BE SOLVED: To effectively develop a high earthquake resistance even in a high-aspect-ratio building built on a narrow land or the like.SOLUTION: A building 1 includes a substructure 10 constructed in a ground, a superstructure 20 provided above the substructure 10, a through wall column 30 having an upper end 30t fixed to a horizontal member of the superstructure 20, and an intermediate turnably connected to the substructure 10 or to the lower part of the superstructure 20, a supporting base 32 provided on the lateral side of the through wall column 30, and a buffer member 34 provided between a lower end 30b of the through wall column 30 and the supporting base 32 for buffering against a displacement component in the horizontal direction of the lower end 30b of the through wall column 30.SELECTED DRAWING: Figure 3
【課題】狭隘な土地等に建てられる塔状比の高い建物においても、高い耐震性を有効に得る。【解決手段】建物１は、地盤中に構築された下部構造１０と、下部構造１０の上方に設けられた上部構造２０と、上端部３０ｔが上部構造２０の水平部材に固定され、中間部が下部構造１０または上部構造２０の下部に回動自在に連結された通し壁柱３０と、通し壁柱３０の側方に設けられた支持ベース３２と、通し壁柱３０の下端部３０ｂと支持ベース３２との間に設けられ、通し壁柱３０の下端部３０ｂの水平方向の変位成分を緩衝する緩衝部材３４と、を備える。【選択図】図３
VIBRATION CONTROL BUILDING
制振建物
KAWASAKI MEGUMI (author) / FUJINAGA NAOKI (author) / SHIBATA YOSHINOBU (author)
2016-05-19
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