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REINFORCEMENT PANEL MOUNTING STRUCTURE
To provide a reinforcement panel mounting structure which can receive an earthquake force continuously so that a building structure does not collapse, by constituting in a way that an excessive force is not inputted in the reinforcement panel.SOLUTION: An upper frame and a lower frame (11a, 11b) of a reinforcement panel (10) which comprises by installing a steel member (12 or 13) inside a rectangular frame member (11) are fixed to an upper beam and a lower beam (31a, 31b) of a building directly or via another member, and left and right frames (11c, 11d) are fixed to left and right columns (31c, 31d) of the building or left and right frames (11c, 11d) of adjacent another reinforcement panel (10). Thereby, the reinforcement panel (10) is installed between vertical beams (31a, 31b) of the building. A leg member (50) is provided for supporting the lower frame (11b) of the reinforcement panel (10) at the lower beam (31b) of a building structure. The leg member (50) is a damper member which has a web (52) comprising low yield point steel.SELECTED DRAWING: Figure 2
【課題】補強パネルに過度の力が入力しないように構成することで、建築構造物が崩壊することが無いように継続して地震力を受け持つことが可能な補強パネルの取付構造を提供する。【解決手段】矩形状の枠部材(11)の内側に鋼製部材(12又は13)を設置してなる補強パネル(10)の上枠及び下枠(11a,11b)が建物の上梁及び下梁(31a,31b)それぞれに直接又は他の部材を介して固定されると共に、左右の枠(11c,11d)が建物の左右の柱(31c,31d)又は隣接する他の補強パネル(10)の左右の枠(11c,11d)に固定されることで、該補強パネル(10)が建物の上下の梁(31a,31b)の間に設置される構造であり、補強パネル(10)の下枠(11b)を建築構造物の下梁(31b)に支持する脚部材(50)を備え、該脚部材(50)は、低降伏点鋼からなるウェブ(52)を有するダンパー部材である。【選択図】図2
REINFORCEMENT PANEL MOUNTING STRUCTURE
To provide a reinforcement panel mounting structure which can receive an earthquake force continuously so that a building structure does not collapse, by constituting in a way that an excessive force is not inputted in the reinforcement panel.SOLUTION: An upper frame and a lower frame (11a, 11b) of a reinforcement panel (10) which comprises by installing a steel member (12 or 13) inside a rectangular frame member (11) are fixed to an upper beam and a lower beam (31a, 31b) of a building directly or via another member, and left and right frames (11c, 11d) are fixed to left and right columns (31c, 31d) of the building or left and right frames (11c, 11d) of adjacent another reinforcement panel (10). Thereby, the reinforcement panel (10) is installed between vertical beams (31a, 31b) of the building. A leg member (50) is provided for supporting the lower frame (11b) of the reinforcement panel (10) at the lower beam (31b) of a building structure. The leg member (50) is a damper member which has a web (52) comprising low yield point steel.SELECTED DRAWING: Figure 2
【課題】補強パネルに過度の力が入力しないように構成することで、建築構造物が崩壊することが無いように継続して地震力を受け持つことが可能な補強パネルの取付構造を提供する。【解決手段】矩形状の枠部材(11)の内側に鋼製部材(12又は13)を設置してなる補強パネル(10)の上枠及び下枠(11a,11b)が建物の上梁及び下梁(31a,31b)それぞれに直接又は他の部材を介して固定されると共に、左右の枠(11c,11d)が建物の左右の柱(31c,31d)又は隣接する他の補強パネル(10)の左右の枠(11c,11d)に固定されることで、該補強パネル(10)が建物の上下の梁(31a,31b)の間に設置される構造であり、補強パネル(10)の下枠(11b)を建築構造物の下梁(31b)に支持する脚部材(50)を備え、該脚部材(50)は、低降伏点鋼からなるウェブ(52)を有するダンパー部材である。【選択図】図2
REINFORCEMENT PANEL MOUNTING STRUCTURE
補強パネルの取付構造
IWATA MASAHARU (author)
2022-10-03
Patent
Electronic Resource
Japanese
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