螺旋线参数对斜拉索气动性能影响的试验研究

薛晓锋;李加武;白桦;王莹

振动与冲击 ›› 2013, Vol. 32 ›› Issue (20) : 179-183.

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PDF(2515 KB)
振动与冲击 ›› 2013, Vol. 32 ›› Issue (20) : 179-183.
论文

螺旋线参数对斜拉索气动性能影响的试验研究

  • 薛晓锋,李加武,白桦,王莹
作者信息 +

Test on Aerodynamic Performance of Inclined Cables with Different Spiral Parameters

  • XUE Xiao-feng,LI Jia—wu,Bai Hua , WANG Ying
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摘要

给斜拉索缠绕螺旋线抑制风雨振的方式,改变了拉索的表面形态,必然会影响拉索的气动性能。本文在前人对风雨振机理研究的基础上,设计制作三维拉索节段模型,在长安大学风洞中利用皮托管、电子压力扫描阀、数据转换采集系统及自编程序进行了二维流场下螺旋线参数对斜拉索气动性能的影响研究。结果表明:(1)在拉索节段模型自由端2cm处放置端板可以很好的模拟二维流场;(2)斜拉索表面的平均风压分布形态不随螺旋线参数的变化而变化,风压停驻点、上下气流分离点位置不受螺旋线参数的影响,螺旋线附近测点的风压有不规则突变;(3)风阻系数随螺高减小、螺距增大而减小。本文研究为精细化研究抑振措施对斜拉索气动性能的影响提供了科学的依据和参考。

Abstract

Cables with helix are different with smooth cables in aerodynamic performance. Based on the former research of rain-wind-induced vibration, this paper studies the aerodynamic performance of inclined cables with different helix parameters in wind tunnel of Chang'an University by pilot tube, electronic pressure scanning valve, data conversion and collection systems. Conclusions are drawn as follows: (1) Put plate around 2cm away from the free end of models can simulate two-dimensional flow well;(2) While pressure near the spiral mutation irregularly, pressure distribution patterns, pressure stops, upper and lower flow separation point position of the cable surface do not change with helix parameters; (3) Drag coefficient decreases with the increases of helix distance and the height deduce of helix. Meaningful references are provided for the further refinement research on the aerodynamic performance of cables with vibration-suppression measures.


关键词

桥梁工程 / 斜拉索 / 三维模型 / 二维流场 / 风洞试验 / 螺旋线 / 风压分布 / 气动性能

Key words

Bridge engineering / inclined cables / three-dimensional model / two-dimensional flow field / wind tunnel tests / helix / pressure distribution / aerodynamic performance

引用本文

导出引用
薛晓锋;李加武;白桦;王莹. 螺旋线参数对斜拉索气动性能影响的试验研究[J]. 振动与冲击, 2013, 32(20): 179-183
XUE Xiao-feng;LI Jia—wu;Bai Hua;WANG Ying. Test on Aerodynamic Performance of Inclined Cables with Different Spiral Parameters [J]. Journal of Vibration and Shock, 2013, 32(20): 179-183

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