重冰区覆冰导线脱冰跳跃荷载分析

杨风利;杨靖波

振动与冲击 ›› 2013, Vol. 32 ›› Issue (5) : 10-15.

PDF(1146 KB)
PDF(1146 KB)
振动与冲击 ›› 2013, Vol. 32 ›› Issue (5) : 10-15.
论文

重冰区覆冰导线脱冰跳跃荷载分析

  • 杨风利,杨靖波
作者信息 +

Analysis on the Loads from Ice Shedding Conductors in Heavy Icing Areas

  • YANG Feng-li,YANG Jing-bo
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文章历史 +

摘要

通过建立重冰区特高压线路连续7档导线-绝缘子脱冰跳跃分析模型,考虑阻尼、脱冰模式和覆冰厚度等因素影响,计算脱冰工况下导线跳跃高度、张力、挂点不平衡张力及垂直荷载等动力响应,研究不同因素对悬垂型杆塔动力响应的影响规律,确定重冰区特高压线路悬垂型杆塔不平衡张力及垂直荷载取值。阻尼比5%、单档100%脱冰时,脱冰跳跃产生的不平衡张力百分数均小于重冰区设计规定值,垂直荷载动力放大系数在1.28~1.40之间。20 mm、30 mm冰区导线上拔力占最大使用张力百分数取10%,40 mm、50 mm冰区取5%。

Abstract

A FEA model of seven continuous span conductors and insulators for UHV transmission line in heavy icing area was established for the ice-shedding analysis. Some parameters were considered in the ice-shedding simulating analysis, which include the damping ratio, the ice-shedding modes and the ice thickness. The dynamic responses of jumping heights, unbalanced tension and vertical load at the end of the insulator were obtained. Effects of different parameters on the dynamic responses were studied. The values of unbalanced tensions and vertical loads were determined for the UHV suspension tower in heavy icing area. For the case of ice shedding in one span conductor and the damping ratio is 5%, the percent of unbalanced tension to the maximum working tension is lower than the values regulated in the design regulations. The dynamic magnification factors of the vertical load are from 1.28 to 1.40. For the suspension tower in 20mm and 30mm icing area, the percent of the up-pull load to the maximum working tension is proposed to 10 percentages. For the suspension tower in 40mm and 50mm icing area, the percent of the up-pull load to the maximum working tension is proposed to 5 percentages.

关键词

特高压 / 非同期脱冰 / 不平衡张力 / 上拔力 / 动力放大系数

Key words

UHV / asynchronous ice-shedding / unbalanced tension / up-pull load / dynamic magnification factors

引用本文

导出引用
杨风利;杨靖波. 重冰区覆冰导线脱冰跳跃荷载分析[J]. 振动与冲击, 2013, 32(5): 10-15
YANG Feng-li;YANG Jing-bo. Analysis on the Loads from Ice Shedding Conductors in Heavy Icing Areas [J]. Journal of Vibration and Shock, 2013, 32(5): 10-15

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