Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
DAMPING BRACE STRUCTURE
To effectively reduce vibration with a simple structure while providing texture of wood through use of wood-based components.SOLUTION: A vibration control brace structure 10A comprises: a first connecting steel plate 20A joined to a first portion P1 of a framework 2 of a structure 1; a wood support material 40A fixed to a second portion P2 of the framework 2, extending toward the first connecting steel plate 20A, and movable relative to the first connecting steel plate 20A; and a viscoelastic damper 50A provided between the first connecting steel plate 20A and the wood support material 40A to attenuate relative movement of the first connecting steel plate 20A and wood support material 40A. The viscoelastic damper 50A comprises a first steel plate, a second steel plate and a high-damping rubber, and the first steel plate and the second steel plate are adhesively bonded to the respective surfaces of the wood support material 40A and the first connecting steel plate 20A via adhesive layers.SELECTED DRAWING: Figure 1
【課題】木質系の部材を使用して木材の質感を持たせつつ、簡潔な構造で振動を効果的に低減する。【解決手段】制振ブレース構造１０Ａは、構造物１の骨組２の第１の部分Ｐ１に接合された第１連結用鋼板２０Ａと、骨組２の第２の部分Ｐ２に固定され、第１連結用鋼板２０Ａに向けて延び、第１連結用鋼板２０Ａに対して相対移動可能に設けられた木質系支持材４０Ａと、第１連結用鋼板２０Ａと木質系支持材４０Ａの間に介装されて、第１連結用鋼板２０Ａと木質系支持材４０Ａとの相対移動を減衰させる粘弾性ダンパー５０Ａと、を備え、粘弾性ダンパー５０Ａは、第１鋼板及び第２鋼板と、高減衰ゴムと、を備え、第１鋼板と第２鋼板は、それぞれ接着剤層を介して木質系支持材４０Ａ及び第１連結用鋼板２０Ａの各々の表面に接着接合されている。【選択図】図１
DAMPING BRACE STRUCTURE
To effectively reduce vibration with a simple structure while providing texture of wood through use of wood-based components.SOLUTION: A vibration control brace structure 10A comprises: a first connecting steel plate 20A joined to a first portion P1 of a framework 2 of a structure 1; a wood support material 40A fixed to a second portion P2 of the framework 2, extending toward the first connecting steel plate 20A, and movable relative to the first connecting steel plate 20A; and a viscoelastic damper 50A provided between the first connecting steel plate 20A and the wood support material 40A to attenuate relative movement of the first connecting steel plate 20A and wood support material 40A. The viscoelastic damper 50A comprises a first steel plate, a second steel plate and a high-damping rubber, and the first steel plate and the second steel plate are adhesively bonded to the respective surfaces of the wood support material 40A and the first connecting steel plate 20A via adhesive layers.SELECTED DRAWING: Figure 1
【課題】木質系の部材を使用して木材の質感を持たせつつ、簡潔な構造で振動を効果的に低減する。【解決手段】制振ブレース構造１０Ａは、構造物１の骨組２の第１の部分Ｐ１に接合された第１連結用鋼板２０Ａと、骨組２の第２の部分Ｐ２に固定され、第１連結用鋼板２０Ａに向けて延び、第１連結用鋼板２０Ａに対して相対移動可能に設けられた木質系支持材４０Ａと、第１連結用鋼板２０Ａと木質系支持材４０Ａの間に介装されて、第１連結用鋼板２０Ａと木質系支持材４０Ａとの相対移動を減衰させる粘弾性ダンパー５０Ａと、を備え、粘弾性ダンパー５０Ａは、第１鋼板及び第２鋼板と、高減衰ゴムと、を備え、第１鋼板と第２鋼板は、それぞれ接着剤層を介して木質系支持材４０Ａ及び第１連結用鋼板２０Ａの各々の表面に接着接合されている。【選択図】図１
DAMPING BRACE STRUCTURE
制振ブレース構造
TANI TSUBASA (Autor:in) / NAKAJIMA TAKAHIRO (Autor:in) / OSHIMA MUTSUMI (Autor:in) / YANAGISAKA YOSHIKI (Autor:in)
14.05.2024
Patent
Elektronische Ressource
Japanisch
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