A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
DAMPING WALL AND WOODEN ASSEMBLY COLUMN
To improve energy absorption performance of column-and-beam frame in wooden buildings.SOLUTION: A vibration control wall comprises vertically long wooden frame members 20 spaced apart and adjacent to each other, a first intermediate member 21a and a second intermediate member 21b, which are fixed and arranged vertically between the adjacent frame members 20. The first and second intermediate members 21a and 21b are arranged vertically between the adjacent frame members 20. The first intermediate member 21a and the second intermediate member 21b are vibration damping devices having vibration damping means for damping vibrations generated in the adjacent frame members 20. In addition, at least a first side face 2a of four sides formed in a square cylindrical wooden assembly column 2 is composed of a damping wall, and the adjacent frame members 20 in the damping wall are arranged in the corners of the wooden assembly column 2.SELECTED DRAWING: Figure 1
【課題】木造建物における柱梁架構のエネルギー吸収性能の向上を図る。【解決手段】制振壁は、互いに間隔を空けて隣り合う上下方向に長尺な木製のフレーム材２０と、隣り合うフレーム材２０間に架け渡されるとともに固定された第一中間部材２１ａ及び第二中間部材２１ｂと、を備えており、第一中間部材２１ａと第二中間部材２１ｂは、隣り合うフレーム材２０間において上下に並んで配置されており、第一中間部材２１ａ及び第二中間部材２１ｂは、隣り合うフレーム材２０に生じた振動を減衰させる振動減衰手段を有する制振装置である。また、四角筒状に形成された木質組立柱２における四側面のうち少なくとも第一側面２ａが、制振壁によって構成され、制振壁における隣り合うフレーム材２０は、木質組立柱２の隅部に配置されている。【選択図】図１
DAMPING WALL AND WOODEN ASSEMBLY COLUMN
To improve energy absorption performance of column-and-beam frame in wooden buildings.SOLUTION: A vibration control wall comprises vertically long wooden frame members 20 spaced apart and adjacent to each other, a first intermediate member 21a and a second intermediate member 21b, which are fixed and arranged vertically between the adjacent frame members 20. The first and second intermediate members 21a and 21b are arranged vertically between the adjacent frame members 20. The first intermediate member 21a and the second intermediate member 21b are vibration damping devices having vibration damping means for damping vibrations generated in the adjacent frame members 20. In addition, at least a first side face 2a of four sides formed in a square cylindrical wooden assembly column 2 is composed of a damping wall, and the adjacent frame members 20 in the damping wall are arranged in the corners of the wooden assembly column 2.SELECTED DRAWING: Figure 1
【課題】木造建物における柱梁架構のエネルギー吸収性能の向上を図る。【解決手段】制振壁は、互いに間隔を空けて隣り合う上下方向に長尺な木製のフレーム材２０と、隣り合うフレーム材２０間に架け渡されるとともに固定された第一中間部材２１ａ及び第二中間部材２１ｂと、を備えており、第一中間部材２１ａと第二中間部材２１ｂは、隣り合うフレーム材２０間において上下に並んで配置されており、第一中間部材２１ａ及び第二中間部材２１ｂは、隣り合うフレーム材２０に生じた振動を減衰させる振動減衰手段を有する制振装置である。また、四角筒状に形成された木質組立柱２における四側面のうち少なくとも第一側面２ａが、制振壁によって構成され、制振壁における隣り合うフレーム材２０は、木質組立柱２の隅部に配置されている。【選択図】図１
DAMPING WALL AND WOODEN ASSEMBLY COLUMN
制振壁及び木質組立柱
KAJIKAWA HISAMITSU (author) / OGAWA HARUHIKO (author)
2024-04-02
Patent
Electronic Resource
Japanese
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