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VIBRATION CONTROL DAMPER AND VIBRATION CONTROL FRAME STRUCTURE
PROBLEM TO BE SOLVED: To efficiently input displacement in excitation time by securing rigidity of extension wood even when a damper of a thin thickness is installed in a frame of a framework wall construction method.SOLUTION: A vibration control damper 10 is composed of a straight line-shaped damper 11 installed in a base shape in a frame 2 of a framework wall construction method and extension woods 12 and 12 joined in an extension shape to the damper 11, and the damper 11 comprises a damper body part, a connection part 18 and a connection plate 21 with the extension wood 12 provided in its end part, and a thickness T of the damper body part is set to the depth or less of a cutout part 8 of an inner frame 6, on the one hand, the extension wood 12 is set larger than a thickness T of the damper body part in a thickness T2 of the body part, and is joined to the connection part 18 and the connection plate 21 in a state of protruding the body part of the extension wood 12 more than the damper body part.SELECTED DRAWING: Figure 1
【課題】厚みの薄いダンパーが枠組壁工法のフレーム内に設置される場合でも、延長木材の剛性を確保して加振時の変位を効率よく入力可能とする。【解決手段】制震ダンパー１０は、枠組壁工法のフレーム２内へブレース状に架設され、直線状のダンパー１１と、ダンパー１１へ延長状に接合される延長木材１２，１２とからなり、ダンパー１１は、ダンパー本体部と、その端部へ設けられる延長木材１２との連結部１８及び連結板２１とを備え、ダンパー本体部の厚みＴが、中枠６の切欠部８の深さ以下に設定されている一方、延長木材１２は、本体部の厚みＴ２がダンパー本体部の厚みＴよりも大きく設定されて、ダンパー本体部よりも延長木材１２の本体部がはみ出す状態で連結部１８及び連結板２１に接合されている。【選択図】図１
VIBRATION CONTROL DAMPER AND VIBRATION CONTROL FRAME STRUCTURE
PROBLEM TO BE SOLVED: To efficiently input displacement in excitation time by securing rigidity of extension wood even when a damper of a thin thickness is installed in a frame of a framework wall construction method.SOLUTION: A vibration control damper 10 is composed of a straight line-shaped damper 11 installed in a base shape in a frame 2 of a framework wall construction method and extension woods 12 and 12 joined in an extension shape to the damper 11, and the damper 11 comprises a damper body part, a connection part 18 and a connection plate 21 with the extension wood 12 provided in its end part, and a thickness T of the damper body part is set to the depth or less of a cutout part 8 of an inner frame 6, on the one hand, the extension wood 12 is set larger than a thickness T of the damper body part in a thickness T2 of the body part, and is joined to the connection part 18 and the connection plate 21 in a state of protruding the body part of the extension wood 12 more than the damper body part.SELECTED DRAWING: Figure 1
【課題】厚みの薄いダンパーが枠組壁工法のフレーム内に設置される場合でも、延長木材の剛性を確保して加振時の変位を効率よく入力可能とする。【解決手段】制震ダンパー１０は、枠組壁工法のフレーム２内へブレース状に架設され、直線状のダンパー１１と、ダンパー１１へ延長状に接合される延長木材１２，１２とからなり、ダンパー１１は、ダンパー本体部と、その端部へ設けられる延長木材１２との連結部１８及び連結板２１とを備え、ダンパー本体部の厚みＴが、中枠６の切欠部８の深さ以下に設定されている一方、延長木材１２は、本体部の厚みＴ２がダンパー本体部の厚みＴよりも大きく設定されて、ダンパー本体部よりも延長木材１２の本体部がはみ出す状態で連結部１８及び連結板２１に接合されている。【選択図】図１
VIBRATION CONTROL DAMPER AND VIBRATION CONTROL FRAME STRUCTURE
制震ダンパー及び制震フレーム構造
TAKADA TOMOKAZU (author) / YASUI KAORU (author) / NOMURA TAKESHI (author)
2018-03-08
Patent
Electronic Resource
Japanese
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