A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
VIBRATION DAMPING MECHANISM FOR BUILDING
To provide a vibration damping mechanism for a building, which has a tuned mass damper capable of eliminating the necessity of a building structure design to which the weight of a mass constituting the tuned mass damper is added and preventing psychological resistance from being given to residents.SOLUTION: A vibration damping mechanism 100 for a building having a curtain-wall type outer wall 10 is constructed such that the outer wall 10 is set as a mass, a viscoelastic body 71 is provided between the structural skeleton and the outer wall 10 of the building formed by a pillar 50 and beams 20, 40, and a tuned mass damper is formed by the mass 10 and the viscoelastic body 71.SELECTED DRAWING: Figure 1
【課題】チューンドマスダンパーを構成するマスの重量を加味した建物の構造設計を不要にでき、居住者に心理的な抵抗感を与えない、チューンドマスダンパーを有する建物の制振機構を提供すること。【解決手段】カーテンウォール形式の外壁１０を有する建物の制振機構１００であって、外壁１０をマスとし、柱５０と梁２０，４０により形成される建物の構造躯体と外壁１０との間に粘弾性体７１が介在し、マス１０と粘弾性体７１によりチューンドマスダンパーが形成されている。【選択図】図１
VIBRATION DAMPING MECHANISM FOR BUILDING
To provide a vibration damping mechanism for a building, which has a tuned mass damper capable of eliminating the necessity of a building structure design to which the weight of a mass constituting the tuned mass damper is added and preventing psychological resistance from being given to residents.SOLUTION: A vibration damping mechanism 100 for a building having a curtain-wall type outer wall 10 is constructed such that the outer wall 10 is set as a mass, a viscoelastic body 71 is provided between the structural skeleton and the outer wall 10 of the building formed by a pillar 50 and beams 20, 40, and a tuned mass damper is formed by the mass 10 and the viscoelastic body 71.SELECTED DRAWING: Figure 1
【課題】チューンドマスダンパーを構成するマスの重量を加味した建物の構造設計を不要にでき、居住者に心理的な抵抗感を与えない、チューンドマスダンパーを有する建物の制振機構を提供すること。【解決手段】カーテンウォール形式の外壁１０を有する建物の制振機構１００であって、外壁１０をマスとし、柱５０と梁２０，４０により形成される建物の構造躯体と外壁１０との間に粘弾性体７１が介在し、マス１０と粘弾性体７１によりチューンドマスダンパーが形成されている。【選択図】図１
VIBRATION DAMPING MECHANISM FOR BUILDING
建物の制振機構
YAMASHITA KIMITAKA (author)
2020-07-02
Patent
Electronic Resource
Japanese