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SEISMICALLY ISOLATED STRUCTURE AND SEISMIC ISOLATION BUILDING
PROBLEM TO BE SOLVED: To provide a seismically isolated structure that can sufficiently perform the base isolation function even if a vibration and pressure caused by an earthquake and typhoon, etc., become extremely powerful, and thereby prevents a building from being easily collapsed and destroyed.SOLUTION: A seismically isolated structure 1 comprises: a lower cross-linked structure 2 comprising a beam-shaped member 21; a lower slide member 3 disposed in the length direction center of the lower cross-linked structure 2; a lower guide member 4 for guiding the lower slide member 3 in the width direction of the lower cross-linked structure 2; an upper cross-linked structure 5 comprising a beam-shaped member 51; an upper slide member 6 disposed in the length direction center of the upper cross-linked structure 5; and an upper guide member 7 for guiding the upper slide member 6 in the width direction of the upper cross-linked structure 5. The lower cross-linked structure 2 and the upper cross-linked structure 5 are disposed so as to be perpendicular, and the lower slide member 3 and the upper slide member 6 are connected through a connecting structure 8.SELECTED DRAWING: Figure 4
【課題】 地震、台風等による振動、圧力が極めて強大になっても、免震機能を十分に果たすことができ、建築物が容易に倒壊、破壊等することのない免震構造を提供する。【解決手段】 免震構造1を、梁状部材21から成る下側架橋構造2と、下側架橋構造2の長さ方向中央部に配置してなる下側摺動部材3と、下側摺動部材3を下側架橋構造2の幅方向に案内する下側案内部材4と、梁状部材51から成る上側架橋構造5と、上側架橋構造5の長さ方向中央部に配置してなる上側摺動部材6と、上側摺動部材6を上側架橋構造5の幅方向に案内する上側案内部材7と、から構成する。下側架橋構造2と上側架橋構造5とを直交するように配置し、下側摺動部材3と上側摺動部材6とを連結構造8を介して連結する。【選択図】 図4
SEISMICALLY ISOLATED STRUCTURE AND SEISMIC ISOLATION BUILDING
PROBLEM TO BE SOLVED: To provide a seismically isolated structure that can sufficiently perform the base isolation function even if a vibration and pressure caused by an earthquake and typhoon, etc., become extremely powerful, and thereby prevents a building from being easily collapsed and destroyed.SOLUTION: A seismically isolated structure 1 comprises: a lower cross-linked structure 2 comprising a beam-shaped member 21; a lower slide member 3 disposed in the length direction center of the lower cross-linked structure 2; a lower guide member 4 for guiding the lower slide member 3 in the width direction of the lower cross-linked structure 2; an upper cross-linked structure 5 comprising a beam-shaped member 51; an upper slide member 6 disposed in the length direction center of the upper cross-linked structure 5; and an upper guide member 7 for guiding the upper slide member 6 in the width direction of the upper cross-linked structure 5. The lower cross-linked structure 2 and the upper cross-linked structure 5 are disposed so as to be perpendicular, and the lower slide member 3 and the upper slide member 6 are connected through a connecting structure 8.SELECTED DRAWING: Figure 4
【課題】 地震、台風等による振動、圧力が極めて強大になっても、免震機能を十分に果たすことができ、建築物が容易に倒壊、破壊等することのない免震構造を提供する。【解決手段】 免震構造1を、梁状部材21から成る下側架橋構造2と、下側架橋構造2の長さ方向中央部に配置してなる下側摺動部材3と、下側摺動部材3を下側架橋構造2の幅方向に案内する下側案内部材4と、梁状部材51から成る上側架橋構造5と、上側架橋構造5の長さ方向中央部に配置してなる上側摺動部材6と、上側摺動部材6を上側架橋構造5の幅方向に案内する上側案内部材7と、から構成する。下側架橋構造2と上側架橋構造5とを直交するように配置し、下側摺動部材3と上側摺動部材6とを連結構造8を介して連結する。【選択図】 図4
SEISMICALLY ISOLATED STRUCTURE AND SEISMIC ISOLATION BUILDING
免震構造及び免震構造建築物
YAMANO YUJI (author) / FUKUSHIMA TAKASHI (author)
2016-05-09
Patent
Electronic Resource
Japanese
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