A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
VIBRATION CONTROL BEARING WALL STRUCTURE FOR REINFORCEMENT
PROBLEM TO BE SOLVED: To provide a vibration control bearing wall structure for reinforcement capable of effective aseismatic reinforcement of a wall of an existing building such that prescribed wall strength and desired aseismatic performance are realized, leaving a ceiling and other materials intact.SOLUTION: A planar member 14 comprises a pair of right and left split planar members in two tiers, or four split planar members 14a, 14b, 14c, 14d. The pair of split planar members 14a, 14b on an upper tier are connected to each other with vibration damping rubber 20 in between, and is fitted on a top half portion on an inner side of a rectangular frame 13 by using an edge part connection metal fitting 22. The split planar members 14c, 14d on a lower tier are connected to each other with the vibration damping rubber 20 in between, and are fitted on a bottom half portion on the inner side of the rectangular frame 13 by using the edge part connection metal fitting 22. Bottom side parts 18a, 18b of the split planar members 14a, 14b on the upper tier and top side parts 18c, 18d of the split planar members 14c, 14d on the lower tier are connected and fixed through an intermediate part connection metal fitting 23.SELECTED DRAWING: Figure 1
【課題】天井材等を残置したまま、既存の建物の壁を、所定の壁耐力及び所望の制震性能を備えるように効果的に耐震補強できる補強用制震耐力壁構造を提供する。【解決手段】面状部材１４は、左右一対及び上下２段の４枚の分割面状部材１４ａ，１４ｂ，１４ｃ，１４ｄからなり、上段の一対の分割面状部材１４ａ，１４ｂが、制震ゴム２０を挟み込んで互いに接合されていると共に、縁部接合金物２２を用いて、矩形架構１３の内側の上半部分に取り付けられている。下段の分割面状部材１４ｃ，１４ｄが、制震ゴム２０を挟み込んで互いに接合されていると共に、縁部接合金物２２を用いて、矩形架構１３の内側の下半部分に取り付けられている。上段の分割面状部材１４ａ，１４ｂの下辺部１８ａ，１８ｂと、下段の分割面状部材１４ｃ，１４ｄの上辺部１８ｃ，１８ｄとが、中間部接合金物２３を介して接合固定されている。【選択図】図１
VIBRATION CONTROL BEARING WALL STRUCTURE FOR REINFORCEMENT
PROBLEM TO BE SOLVED: To provide a vibration control bearing wall structure for reinforcement capable of effective aseismatic reinforcement of a wall of an existing building such that prescribed wall strength and desired aseismatic performance are realized, leaving a ceiling and other materials intact.SOLUTION: A planar member 14 comprises a pair of right and left split planar members in two tiers, or four split planar members 14a, 14b, 14c, 14d. The pair of split planar members 14a, 14b on an upper tier are connected to each other with vibration damping rubber 20 in between, and is fitted on a top half portion on an inner side of a rectangular frame 13 by using an edge part connection metal fitting 22. The split planar members 14c, 14d on a lower tier are connected to each other with the vibration damping rubber 20 in between, and are fitted on a bottom half portion on the inner side of the rectangular frame 13 by using the edge part connection metal fitting 22. Bottom side parts 18a, 18b of the split planar members 14a, 14b on the upper tier and top side parts 18c, 18d of the split planar members 14c, 14d on the lower tier are connected and fixed through an intermediate part connection metal fitting 23.SELECTED DRAWING: Figure 1
【課題】天井材等を残置したまま、既存の建物の壁を、所定の壁耐力及び所望の制震性能を備えるように効果的に耐震補強できる補強用制震耐力壁構造を提供する。【解決手段】面状部材１４は、左右一対及び上下２段の４枚の分割面状部材１４ａ，１４ｂ，１４ｃ，１４ｄからなり、上段の一対の分割面状部材１４ａ，１４ｂが、制震ゴム２０を挟み込んで互いに接合されていると共に、縁部接合金物２２を用いて、矩形架構１３の内側の上半部分に取り付けられている。下段の分割面状部材１４ｃ，１４ｄが、制震ゴム２０を挟み込んで互いに接合されていると共に、縁部接合金物２２を用いて、矩形架構１３の内側の下半部分に取り付けられている。上段の分割面状部材１４ａ，１４ｂの下辺部１８ａ，１８ｂと、下段の分割面状部材１４ｃ，１４ｄの上辺部１８ｃ，１８ｄとが、中間部接合金物２３を介して接合固定されている。【選択図】図１
VIBRATION CONTROL BEARING WALL STRUCTURE FOR REINFORCEMENT
補強用制震耐力壁構造
KAGEI HIROKI (author) / MACHIDA KENICHI (author) / OSAWA YASUTO (author)
2018-02-08
Patent
Electronic Resource
Japanese
VIBRATION CONTROL DEVICE, AND VIBRATION CONTROL BEARING WALL
| European Patent Office | 2021
| European Patent Office | 2018