桥式起重机吊重摆动的参变振动模型

李 伟 胡相捧

振动与冲击 ›› 2009, Vol. 28 ›› Issue (5) : 160-162.

PDF(487 KB)
PDF(487 KB)
振动与冲击 ›› 2009, Vol. 28 ›› Issue (5) : 160-162.
论文

桥式起重机吊重摆动的参变振动模型

  • 李 伟 胡相捧
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Parametric oscillation model of the load's swing of Bridge crane

  • Li Wei Hu Xiangpeng
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摘要

针对起重机吊重摆动问题,着重探讨了吊重垂直运动对摆振的影响,在允许的假设条件下建立了起重机吊重摆动的数学模型,用坐标变换把起重机微分方程转化为Hill方程标准形式,通过研究Hill方程找出起重机吊重做减幅摆动的条件。最后引入参数平面,绘制Hill方程稳定图,即起重机吊重做减幅摆动的图示。结果表明:通过控制摆长实现起重机吊重的消摆需要综合考虑初始摆长、摆长的变化幅度和变化周期这三个参数,由这三个参数结合引入的参数平面求得一个坐标点,当这个点落在参数平面的减幅振动区域就可以实现吊重的消摆。

Abstract

For crane loads swing problems, mainly discussed the effect of vertical movement of the load on shimmy, established the mathamatical model of crane load sway under permitted supposed conditions.,through coordinate transformation, transformd differential equation into the standard form of Hill equation, and with research on Hill equation we can get the condition about damped oscillation. Finally, with the introduction of the parameter plane, the stable map of Hill equation can be drawed, i.e. the map of crane load damped oscillation.The results show that, if control of the pendulum length is used to realize the anti-sway of crane,three parametrics including initial pendulum length、amplitude of variation and periodic variation of pendulum length should be considered comprehensively, a coordinate point can be calculated by these three parametrics in the parametric plane,if this point is in the area of damped oscillation in the parameter plane, the anti-sway of crane can be realized.

关键词

桥式起重机 / 防摆 / 参变振动 / Hill方程 / 参数平面

Key words

bridge crane / anti-sway / Parametric oscillation / Hill equation / parameters plane

引用本文

导出引用
李 伟 胡相捧. 桥式起重机吊重摆动的参变振动模型[J]. 振动与冲击, 2009, 28(5): 160-162
Li Wei Hu Xiangpeng. Parametric oscillation model of the load's swing of Bridge crane[J]. Journal of Vibration and Shock, 2009, 28(5): 160-162

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