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SEISMICALLY ISOLATED STRUCTURE
To provide a seismically isolated structure that can freely change a cycle of secondary rigidity without complicating the structure and changing a configuration of a spherical slide device.SOLUTION: A seismically isolated structure 100 includes a seismically isolated layer 65 in which a spherical slide device 10 and a laminated rubber device 20 are arranged in parallel between an upper structure 70 and a lower structure 60. The spherical slide device 10 is disposed in a position of directly receiving load of the upper structure 70, while the laminated rubber device 20 is disposed in a position of not directly receiving the load of the upper structure 70.SELECTED DRAWING: Figure 2
【課題】構造が複雑でなく、また、球面滑り装置の構成を変更することなく、二次剛性の周期を自由に調整可能な免震構造を提供すること。【解決手段】上部構造体70と下部構造体60の間の免震層65において、球面滑り装置10と積層ゴム装置20が並列配置されてなる免震構造100であり、球面滑り装置10は、上部構造体70の荷重を直接受ける位置に配設され、積層ゴム装置20は、上部構造体70の荷重を直接受けない位置に配設されている。【選択図】図2
SEISMICALLY ISOLATED STRUCTURE
To provide a seismically isolated structure that can freely change a cycle of secondary rigidity without complicating the structure and changing a configuration of a spherical slide device.SOLUTION: A seismically isolated structure 100 includes a seismically isolated layer 65 in which a spherical slide device 10 and a laminated rubber device 20 are arranged in parallel between an upper structure 70 and a lower structure 60. The spherical slide device 10 is disposed in a position of directly receiving load of the upper structure 70, while the laminated rubber device 20 is disposed in a position of not directly receiving the load of the upper structure 70.SELECTED DRAWING: Figure 2
【課題】構造が複雑でなく、また、球面滑り装置の構成を変更することなく、二次剛性の周期を自由に調整可能な免震構造を提供すること。【解決手段】上部構造体70と下部構造体60の間の免震層65において、球面滑り装置10と積層ゴム装置20が並列配置されてなる免震構造100であり、球面滑り装置10は、上部構造体70の荷重を直接受ける位置に配設され、積層ゴム装置20は、上部構造体70の荷重を直接受けない位置に配設されている。【選択図】図2
SEISMICALLY ISOLATED STRUCTURE
免震構造
SAKAI YOSHINORI (Autor:in) / YAMAGUCHI MICHIO (Autor:in)
21.10.2021
Patent
Elektronische Ressource
Japanisch