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Viscous damping wall for steel structure building
The invention discloses a viscous damping wall for a steel structure building. The viscous damping wall is used for solving the problem that in an existing viscous damping wall, the damping effect is unstable due to the fact that a gap between a shear steel plate and the inner wall of a steel box cannot be effectively kept. The viscous damping wall is arranged between an upper floor beam and a lower floor beam and comprises the steel box and the shear steel plate; the shear steel plate is provided with a front face and a back face; a plurality of rolling ball mounting holes I are formed in the front face in a latticed mode, and rolling ball mounting holes II are formed in the back face in a latticed mode; and rolling balls in the rolling ball mounting holes I are in contact tangency with the inner wall of the steel box at the front face, and rolling balls in the rolling ball mounting holes II are in contact tangency with the inner wall of the steel box at the back face. According to the viscous damping wall, the rolling balls or cylindrical roller rolling bodies are arranged on the two sides of the shear steel plate, the shear steel plate is supported from the two sides and guided, and thus the shear steel plate keeps an effective posture in the steel box.
本发明公开了一种钢结构建筑用粘滞阻尼墙,用于解决现有的粘滞阻尼墙中剪切钢板与钢箱内壁之间的间隙不能有效保持而导致的阻尼效果不稳定的问题。该粘滞阻尼墙,设置在上、下层楼面梁之间,包括钢箱和剪切钢板,剪切钢板具有正面和背面,其中,在正面上以网格状布置有若干滚球安装孔Ⅰ,以及在背面上以网格状布置滚球安装孔Ⅱ,且滚球安装孔Ⅰ内的滚球与正面处的钢箱内壁接触相切,滚球安装孔Ⅱ内的滚球与背面处的钢箱内壁接触相切。本发明通过在剪切钢板的两侧设置滚球或者圆柱滚子滚动体,分别从两侧对剪切钢板进行支撑,对剪切钢板进行导向,使得剪切钢板在钢箱内保持有效的姿态。
Viscous damping wall for steel structure building
The invention discloses a viscous damping wall for a steel structure building. The viscous damping wall is used for solving the problem that in an existing viscous damping wall, the damping effect is unstable due to the fact that a gap between a shear steel plate and the inner wall of a steel box cannot be effectively kept. The viscous damping wall is arranged between an upper floor beam and a lower floor beam and comprises the steel box and the shear steel plate; the shear steel plate is provided with a front face and a back face; a plurality of rolling ball mounting holes I are formed in the front face in a latticed mode, and rolling ball mounting holes II are formed in the back face in a latticed mode; and rolling balls in the rolling ball mounting holes I are in contact tangency with the inner wall of the steel box at the front face, and rolling balls in the rolling ball mounting holes II are in contact tangency with the inner wall of the steel box at the back face. According to the viscous damping wall, the rolling balls or cylindrical roller rolling bodies are arranged on the two sides of the shear steel plate, the shear steel plate is supported from the two sides and guided, and thus the shear steel plate keeps an effective posture in the steel box.
本发明公开了一种钢结构建筑用粘滞阻尼墙,用于解决现有的粘滞阻尼墙中剪切钢板与钢箱内壁之间的间隙不能有效保持而导致的阻尼效果不稳定的问题。该粘滞阻尼墙,设置在上、下层楼面梁之间,包括钢箱和剪切钢板,剪切钢板具有正面和背面,其中,在正面上以网格状布置有若干滚球安装孔Ⅰ,以及在背面上以网格状布置滚球安装孔Ⅱ,且滚球安装孔Ⅰ内的滚球与正面处的钢箱内壁接触相切,滚球安装孔Ⅱ内的滚球与背面处的钢箱内壁接触相切。本发明通过在剪切钢板的两侧设置滚球或者圆柱滚子滚动体,分别从两侧对剪切钢板进行支撑,对剪切钢板进行导向,使得剪切钢板在钢箱内保持有效的姿态。
Viscous damping wall for steel structure building
钢结构建筑用粘滞阻尼墙
DONG DAOWEI (Autor:in)
09.07.2021
Patent
Elektronische Ressource
Chinesisch
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