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A platform for research: civil engineering, architecture and urbanism
JUNCTION STRUCTURE OF REINFORCEMENT FRAME COLUMN FOR VIBRATION CONTROL
PROBLEM TO BE SOLVED: To provide a reinforcement frame for vibration control that reinforces a main structural body for vibration control, the reinforcement frame for vibration control being constructed in parallel with a structural surface of the main structural body at outside of the structural surface of the main structural body such as an existing or a new concrete structure, and the reinforcement frame for vibration control having a support post connected to a column of the main structural body leaving an interval and a support column material connected to the column so as to enable transmission of shear force in an axial direction (vertical direction) of the column.SOLUTION: A boundary surface plate 7 is overlapped and connected on a front surface of a reinforcement frame 1 for vibration control side of a column 61 of a main structural body 6 opposite a support post material 21 at a lowest tier of any support post 2 among a plurality of the support posts 2 of the reinforcement frame 1 for vibration control. At the same time, the boundary surface plate 7 is connected directly or indirectly to the support post material 21 in the lowest tier. Concrete 8 is filled between the front surface of the column 61 and the support post material 21, so as to embed the boundary surface plate 7 and the connection between the boundary surface plate and the support post material 21 in the concrete 8.SELECTED DRAWING: Figure 1
【課題】例えば既存の、あるいは新設のコンクリート造等の主構造体の構面外に、主構造体を制震補強する制震補強架構を主構造体の構面に平行に構築し、制震補強架構の支柱を主構造体の柱に距離を置いて接合に、柱の軸方向（鉛直方向）のせん断力を伝達可能に支柱材を柱に接合する。【解決手段】制震補強架構１の複数本の支柱２の内、少なくともいずれかの支柱２の最下層の支柱材２１に対向する主構造体６の柱６１の制震補強架構１側の正面に境界面プレート７を重ねて接合すると共に、境界面プレート７を直接、もしくは間接的に最下層の支柱材２１に接合し、柱６１の正面と支柱材２１との間にコンクリート８を充填し、コンクリート８中に境界面プレート７とその支柱材２１への接合部分を埋設する。【選択図】図１
JUNCTION STRUCTURE OF REINFORCEMENT FRAME COLUMN FOR VIBRATION CONTROL
PROBLEM TO BE SOLVED: To provide a reinforcement frame for vibration control that reinforces a main structural body for vibration control, the reinforcement frame for vibration control being constructed in parallel with a structural surface of the main structural body at outside of the structural surface of the main structural body such as an existing or a new concrete structure, and the reinforcement frame for vibration control having a support post connected to a column of the main structural body leaving an interval and a support column material connected to the column so as to enable transmission of shear force in an axial direction (vertical direction) of the column.SOLUTION: A boundary surface plate 7 is overlapped and connected on a front surface of a reinforcement frame 1 for vibration control side of a column 61 of a main structural body 6 opposite a support post material 21 at a lowest tier of any support post 2 among a plurality of the support posts 2 of the reinforcement frame 1 for vibration control. At the same time, the boundary surface plate 7 is connected directly or indirectly to the support post material 21 in the lowest tier. Concrete 8 is filled between the front surface of the column 61 and the support post material 21, so as to embed the boundary surface plate 7 and the connection between the boundary surface plate and the support post material 21 in the concrete 8.SELECTED DRAWING: Figure 1
【課題】例えば既存の、あるいは新設のコンクリート造等の主構造体の構面外に、主構造体を制震補強する制震補強架構を主構造体の構面に平行に構築し、制震補強架構の支柱を主構造体の柱に距離を置いて接合に、柱の軸方向（鉛直方向）のせん断力を伝達可能に支柱材を柱に接合する。【解決手段】制震補強架構１の複数本の支柱２の内、少なくともいずれかの支柱２の最下層の支柱材２１に対向する主構造体６の柱６１の制震補強架構１側の正面に境界面プレート７を重ねて接合すると共に、境界面プレート７を直接、もしくは間接的に最下層の支柱材２１に接合し、柱６１の正面と支柱材２１との間にコンクリート８を充填し、コンクリート８中に境界面プレート７とその支柱材２１への接合部分を埋設する。【選択図】図１
JUNCTION STRUCTURE OF REINFORCEMENT FRAME COLUMN FOR VIBRATION CONTROL
制震補強架構柱の接合構造
SHIOBARA HITOSHI (author) / INOUE YOSHIO (author) / SATO TAKASHI (author) / YAGISAWA YASUEI (author) / YOKOTA KENJI (author) / OKA KOJI (author)
2017-11-30
Patent
Electronic Resource
Japanese
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