中国电力 ›› 2015, Vol. 48 ›› Issue (3): 99-102.DOI: 10.11930.2015.3.99

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“D”型截面复合材料塔头输电塔结构特性研究

陈成1,潘峰1,王灿灿2,黄聪1,张彤1,黄静文1   

  1. 1. 浙江省电力设计院,浙江 杭州 310012;
    2. 国网丽水供电公司,浙江 丽水 323000
  • 收稿日期:2014-11-27 出版日期:2015-03-25 发布日期:2015-11-27
  • 作者简介:陈成(1985—),男,浙江舟山人,硕士,工程师,从事输电塔设计、分析等方面的研究。E-mail: rexcc@163.com

Study on Structural Characteristics of Transmission Tower with the Tower Head of D-Shaped Composite Material

CHEN Cheng1, PAN Feng1, WANG Cancan2, WANG Cong1, ZHANG Tong1, HUANG Jingwen1   

  1. 1. Zhejiang Electric Power Design Institute, Hangzhou 310012, China;
    2. State Grid Lishui Power Supply Company, Lishui 323000, China
  • Received:2014-11-27 Online:2015-03-25 Published:2015-11-27

摘要: 输电塔主材改用复合材料,可有效减少输电线路占地,并减少电气间距达到压缩走廊的目的。复合材料区别于角钢,可以使用 “D”字型截面,提高了截面惯性抵抗矩。对各规格复合材料构件的截面进行了有限元分析,计算得到了截面特性参数。以某110 kV塔头复合材料塔为工程背景,建立了有限元模型,获得了其自振特性并与传统角钢塔做了对比,分析了参数不同的原因。使用基于时域法的风振系数计算,对位移均方根值、位移平均值、加速度均方根值的分布特点进行了研究,计算了各高度处的风振系数,并将结果与我国规范的取值进行了对比,结果可作为复合塔抗风设计的参考。

关键词: “D”字型截面, 复合材料, 输电杆塔, 自振特性分析, 风振系数, 有限元分析, 结构设计

Abstract: By adopting composite materials as the main structure of transmission towers, both the floor space and electrical distance of transmission lines are reduced effectively, which can realize transmission corridor compression. Other than the angle iron, composite materials can adopt D-shaped cross section which increases the sectional resistance moment. In this paper, the finite element analysis on the section of the composite materials of different types is conducted to calculate the sectional characteristics. Based on a typical case of 110-kV transmission tower which is equipped with a tower head made of composite material, a precise finite element model is established and the vibration characteristics of the structure are obtained and compared to those of traditional angle steel towers with cause analysis being carried out. The distribution characteristics of RMS displacement, mean displacement and RMS acceleration are studied with the calculation of time domain based wind vibration coefficient. Meanwhile, the wind vibration coefficient at different transmission tower heights are obtained and compared with the standard values set by China. The result of this paper can be used as reference for wind resistance design of composite towers.

Key words: D-shaped cross section, composite materials, transmission tower, analysis of natural vibration characteristics, wind vibration factor, finite element analysis, structure design

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