A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
WOODEN DAMPING WALL
To prevent a mounting member of a wooden panel from sliding into the wooden panel even though a viscoelastic damper is installed in combination with the wooden panel.SOLUTION: A wooden damping wall 10A formed by combining a wooden panel 40A with a viscoelastic damper 50A, comprises an upper mounting steel material 20A fixed to an upper beam 3A, a lower mounting steel material 30A fixed to a lower beam 3B, a wooden panel 40A forming a wall surface and a viscoelastic damper 50A having a first steel plate 51 and a second steel plate 52 spaced from each other and a viscoelastic body 53 provided between the first steel plate 51 and the second steel plate 52. The first steel plate 51 is fixed to front and back surfaces 41f of the wooden panel 40A, the second steel plate 52 is bonded to the upper mounting steel material 20A and the lower mounting steel material 30A is fixed to the front and back surfaces 41f of the wooden panel 40A.SELECTED DRAWING: Figure 1
【課題】木質パネルに粘弾性ダンパーを組み合わせて設けつつも、木質パネルの取付部材の、木質パネルへのめり込みを抑制する。【解決手段】木質制振壁１０Ａは、木質パネル４０Ａと粘弾性ダンパー５０Ａが組み合わされた木質制振壁１０Ａであって、上方の梁３Ａに固定される上側取付鋼材２０Ａと、下方の梁３Ｂに固定される下側取付鋼材３０Ａと、壁面を形成する木質パネル４０Ａと、互いに離間して設けられた第１鋼板５１及び第２鋼板５２と、第１鋼板５１と第２鋼板５２の間に設けられた粘弾性体５３と、を備える粘弾性ダンパー５０Ａと、を備え、第１鋼板５１は、木質パネル４０Ａの表裏面４１ｆに対して固定され、第２鋼板５２は、上側取付鋼材２０Ａに接合され、下側取付鋼材３０Ａは、木質パネル４０Ａの表裏面４１ｆに対して固定されている。【選択図】図１
WOODEN DAMPING WALL
To prevent a mounting member of a wooden panel from sliding into the wooden panel even though a viscoelastic damper is installed in combination with the wooden panel.SOLUTION: A wooden damping wall 10A formed by combining a wooden panel 40A with a viscoelastic damper 50A, comprises an upper mounting steel material 20A fixed to an upper beam 3A, a lower mounting steel material 30A fixed to a lower beam 3B, a wooden panel 40A forming a wall surface and a viscoelastic damper 50A having a first steel plate 51 and a second steel plate 52 spaced from each other and a viscoelastic body 53 provided between the first steel plate 51 and the second steel plate 52. The first steel plate 51 is fixed to front and back surfaces 41f of the wooden panel 40A, the second steel plate 52 is bonded to the upper mounting steel material 20A and the lower mounting steel material 30A is fixed to the front and back surfaces 41f of the wooden panel 40A.SELECTED DRAWING: Figure 1
【課題】木質パネルに粘弾性ダンパーを組み合わせて設けつつも、木質パネルの取付部材の、木質パネルへのめり込みを抑制する。【解決手段】木質制振壁１０Ａは、木質パネル４０Ａと粘弾性ダンパー５０Ａが組み合わされた木質制振壁１０Ａであって、上方の梁３Ａに固定される上側取付鋼材２０Ａと、下方の梁３Ｂに固定される下側取付鋼材３０Ａと、壁面を形成する木質パネル４０Ａと、互いに離間して設けられた第１鋼板５１及び第２鋼板５２と、第１鋼板５１と第２鋼板５２の間に設けられた粘弾性体５３と、を備える粘弾性ダンパー５０Ａと、を備え、第１鋼板５１は、木質パネル４０Ａの表裏面４１ｆに対して固定され、第２鋼板５２は、上側取付鋼材２０Ａに接合され、下側取付鋼材３０Ａは、木質パネル４０Ａの表裏面４１ｆに対して固定されている。【選択図】図１
WOODEN DAMPING WALL
木質制振壁
TANI TSUBASA (author) / NAKAJIMA TAKAHIRO (author) / OSHIMA MUTSUMI (author) / YANAGISAKA YOSHIKI (author)
2024-04-03
Patent
Electronic Resource
Japanese
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