steel plate damperとは 意味・読み方・使い方

This steel plate vibration control damper 1 is so constructed that a pair of steel plate vibration control dampers 1a for end parts are disposed on the same flat surface, and the sides are integrated with each other with a vertically disposed rib plate 8 interposed between them.例文帳に追加

鋼板制震ダンパー１は、対をなす端部用鋼板制震ダンパー１ａが同一平面上に配置され、垂直に配置されたリブプレート８を挟んで側部どうしを一体化されたものである。 - 特許庁

The circular steel pipe damper 1 having the length of 364 mm, a diameter of 210 mm, the plate thickness of 14 mm and the ratio of the length to the diameter of √3 is used.例文帳に追加

長さ３６４ｍｍ、直径２１０ｍｍ、板厚１４ｍｍで、長さと直径の比が√３となる円鋼管ダンパー１を用いる。 - 特許庁

To provide a thick steel plate for earthquake damper member satisfying the objective strength in a narrow range of 200 to 250 N/mm2 and also excellent in ductility and toughness.例文帳に追加

200〜250 N/mm^2 の狭い範囲の目標強度を満足し、かつ延靱性にも優れた制震ダンパー部材用厚鋼板を提供する。 - 特許庁

For example, the stiffening plate 40 is provided outside the steel-based hysteretic dampers 10 or outside the viscoelastic body damper 30.例文帳に追加

例えば、当て板４０を、鋼材系履歴型ダンパ１０の外部、又は粘弾性体ダンパ３０の外部に設ける。 - 特許庁

To provide a shaft member joint structure of a building using a perforated steel plate dowel, which can obtain a vibration control effect by enabling a portion for being joined by the perforated steel plate dowel to function as a hysteretic damper.例文帳に追加

孔あき鋼板ジベルによる接合部分を履歴型ダンパーとして機能させることができて、制振効果を得ることができる孔あき鋼板ジベル使用建築物の軸部材接合構造を提供する。 - 特許庁

In addition, a friction damper function utilizing a hanging wall (an internal wall steel plate) and the rising wall (the external wall steel plate) is added to stabilize a viscous resistance mechanism, to increase a resistance force and to reduce a resistance force fluctuation ratio depending on temperature.例文帳に追加

併せて、垂下壁（内壁鋼板）と立ち上がり壁（外壁鋼板）を利用した摩擦ダンパー機能を付加することにより、粘性抵抗機構の安定化、抵抗力のアップ、温度による抵抗力変動比率の低減を図る。 - 特許庁

The friction damper device 1 further comprises an upper steel plate 5A and a lower steel plate 5B holding from the outside of the friction members 4, and fastening means 7 fastening the upper and lower steel plates 5A, 5B to each other by clamping bolts 6 which penetrate them on both sides to the axial direction of the sliding member 3.例文帳に追加

さらに摩擦材４の外側から挟持させた上部鋼板５Ａ及び下部鋼板５Ｂと、滑り材３の軸方向に対して両側で上下部鋼板５Ａ、５Ｂ同士を締付けボルト６で貫通させて互いに締め付ける締付け手段７とを備えている。 - 特許庁

The viscoelastic damper 1 comprises first viscoelastic materials 21 and second viscoelastic materials 22 different in thickness arranged side by side at spaces S between each of external steel plates 11A, 11B and an intermediate steel plate 12.例文帳に追加

粘弾性ダンパー１は、外部鋼板１１Ａ、１１Ｂと中間鋼板１２との 間に、厚さの異なる第一粘弾性体２１と第二粘弾性体２２と を隙間Ｓ毎に並べて配置させている。 - 特許庁