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VIBRATION ISOLATION DAMPER AND VIBRATION ISOLATION STRUCTURE OF BUILDING FOUNDATION USING THE SAME
To provide a vibration isolation damper capable of imparting a vibration isolation function to a foundation rising part itself of a building foundation.SOLUTION: A vibration isolation damper 1 comprises a concave curved part 2a, and straight parts 2b, 2c connected to the concave curved part 2a via a reverse curved part 2d, wherein the straight sections 2b, 2c are composed of a plurality of bending rods 2 made of round steel spring each having a male screw 4 for screwing a nut to the outer periphery thereof, and a restraint ring 3 loosely fitted in the vicinity of the middle of the concave curved part 2a of the plurality of bending rods, and then the vibration isolation damper is interposed between a steel bundle buried in concrete in a foundation rising part of a foundation of a building and a base provided on the foundation rising part.SELECTED DRAWING: Figure 1
【課題】建物の基礎の、基礎立ち上がり部自体に免振機能を持たせることができる免振用ダンパを提供することを課題としている。【解決手段】免振用ダンパ1を、凹形湾曲部2aと逆曲げ部2dを介して凹形湾曲部2aに連なったストレート部2b,2cを有し、前記ストレート部2b,2cは、外周にナットを螺合させる雄ねじ4を有している複数本の丸鋼のばね鋼製の屈曲ロッド2と、その複数本の屈曲ロッドの凹形湾曲部2aの中間付近に遊嵌された拘束リング3とで構成し、建物の基礎の基礎立ち上がり部のコンクリート中に埋設される鋼製束と前記基礎立ち上がり部上に設けられる土台との間に介在するようにした。【選択図】図1
VIBRATION ISOLATION DAMPER AND VIBRATION ISOLATION STRUCTURE OF BUILDING FOUNDATION USING THE SAME
To provide a vibration isolation damper capable of imparting a vibration isolation function to a foundation rising part itself of a building foundation.SOLUTION: A vibration isolation damper 1 comprises a concave curved part 2a, and straight parts 2b, 2c connected to the concave curved part 2a via a reverse curved part 2d, wherein the straight sections 2b, 2c are composed of a plurality of bending rods 2 made of round steel spring each having a male screw 4 for screwing a nut to the outer periphery thereof, and a restraint ring 3 loosely fitted in the vicinity of the middle of the concave curved part 2a of the plurality of bending rods, and then the vibration isolation damper is interposed between a steel bundle buried in concrete in a foundation rising part of a foundation of a building and a base provided on the foundation rising part.SELECTED DRAWING: Figure 1
【課題】建物の基礎の、基礎立ち上がり部自体に免振機能を持たせることができる免振用ダンパを提供することを課題としている。【解決手段】免振用ダンパ1を、凹形湾曲部2aと逆曲げ部2dを介して凹形湾曲部2aに連なったストレート部2b,2cを有し、前記ストレート部2b,2cは、外周にナットを螺合させる雄ねじ4を有している複数本の丸鋼のばね鋼製の屈曲ロッド2と、その複数本の屈曲ロッドの凹形湾曲部2aの中間付近に遊嵌された拘束リング3とで構成し、建物の基礎の基礎立ち上がり部のコンクリート中に埋設される鋼製束と前記基礎立ち上がり部上に設けられる土台との間に介在するようにした。【選択図】図1
VIBRATION ISOLATION DAMPER AND VIBRATION ISOLATION STRUCTURE OF BUILDING FOUNDATION USING THE SAME
免振用ダンパとそれを用いた建物基礎の免振構造
TAKADA MASATOSHI (author)
2020-10-01
Patent
Electronic Resource
Japanese
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