覆冰导线动态风偏简化计算方法及影响因素分析Simplified Calculation Method for Dynamic Wind-induced Deflection of Iced Conductors and Influencing Factor Analysis
卞荣,徐雄,王一枫,楼文娟
BIAN Rong,XU Xiong,WANG Yifeng,LOU Wenjuan
摘要(Abstract):
以导线在自重和平均风荷载作用下的静力平衡构型和几何刚度为基础,采用GLE (阵风荷载包络线)法推导了输电线路的等效静力风荷载计算方法。针对常见的圆形覆冰导线,基于规范中的单摆模型并引入高差修正系数和等效静力风荷载,提出覆冰条件下输电线路动态风偏角的简化计算方法,并与有限单元法时域分析结果进行对比,检验了该简化算法的准确性。覆冰导线的风偏受覆冰密度、厚度和风速等多参数的影响,采用该简化计算方法对某实际线路进行覆冰风偏的参数化分析,结果表明:覆冰密度较小时,风偏角随着冰厚的增加先增大后减小;覆冰密度较大时,风偏角随冰厚的增加单调减小。相较于无覆冰时,多个覆冰工况的风偏角偏大,在设计时需引起重视。
Through static equilibrium configuration and geometric stiffness of conductors under gravity and mean wind load calculation method for equivalent static wind load of transmission conductors was derived by gust loading envelope(GLE) method. Based on simple pendulum model, simplified calculation method for dynamic wind-induced deflection of iced conductors was proposed by introducing elevation difference correction factor and then compared with time-domain analysis of finite element method to verify the accuracy of this simplified method. Wind deflection of the iced conductor is influenced by density, thickness, density and wind speed, parametric analysis of dynamic wind-induced deflection of a transmission line was conducted by using simplified calculation method, and the result shows that when the density of ice is comparatively small,the deflection angle firstly increases and then decreases with the ice thickness increment; when the density of ice is comparatively large, the deflection angle decreases monotonously with the ice thickness increment.Compared to bare conductors, the wind-induced deflection of iced conductors is relatively large, which should be focused in design.
关键词(KeyWords):
覆冰导线;风偏;简化计算方法;等效静力风荷载
iced conductor;wind-induced deflection;simplified calculation method;equivalent static wind load
基金项目(Foundation): 国家自然科学基金重点项目(51838012);; 国家电网科技项目(5211JY17000X)
作者(Author):
卞荣,徐雄,王一枫,楼文娟
BIAN Rong,XU Xiong,WANG Yifeng,LOU Wenjuan
DOI: 10.19585/j.zjdl.201907006
参考文献(References):
- [1]苑吉河,蒋兴良,易辉,等.输电线路导线覆冰的国内外研究现状[J].高电压技术,2004,30(1):6-9.
- [2]刘春城,刘佼.输电线路导线覆冰机理及雨凇覆冰模型[J].高电压技术,2011,37(1):241-248.
- [3]曾黎玉.输电线路导线悬挂高度对导线覆冰影响的研究[D].长沙:长沙理工大学,2008.
- [4]肖正直,晏致涛,李正良,等.八分裂输电导线结冰风洞及气动力特性试验[J].电网技术,2009,33(5):90-94.
- [5]李天昊.输电导线气动力特性及风偏计算研究[D].杭州:浙江大学,2016.
- [6]邵天晓.架空送电线路的电线力学计算[M].2版.北京:中国电力出版社,2003.
- [7]罗罡.输电导线风偏精细化分析和等效静力风荷载研究[D].杭州:浙江大学,2017.
- [8]李黎,肖林海,罗先国,等.特高压绝缘子串的风偏计算方法[J].高电压技术,2013,39(12):2924-2932.
- [9]楼文娟,罗罡,杨晓辉,等.输电线路动态风偏响应特性及频域计算方法[J].高电压技术,2017,43(5):1493-1499.
- [10]ABOSHOSHA H,DAMATTY A E.Dynamic response of transmission line conductors under downburst and synoptic winds[J].Wind and Structures,2015,21(2):241-272.
- [11]楼文娟,杨悦,吕中宾,等.考虑气动阻尼效应的输电线路风偏动态分析方法[J].振动与冲击,2015,34(6):24-29.
- [12]Guidelines for Electrical Transmission Line Structural Loading:ASCE MOP 74-2009[S].Reston:American Society of Civil Engineering,2009.
- [13]楼文娟,罗罡,胡文侃.输电线路等效静力风荷载与调整系数计算方法[J].浙江大学学报(工学版),2016,50(11):2120-2127.
- [14]CHEN X,KAREEM A.Equivalent static wind loads on buildings:new model[J].Journal of Structural Engineering,2004,130(10):1425-1435.
- [15]HIRATSUKA S,MATSUZAKI Y,FUKUDA N,et al.Field test results of a low wind-pressure conductor[C]//Proceedings of IEEE Region 10 International Conference on.IEEE,2001(2):664-668.
- [16]ST CLAIR J G.Clearance calculations of conductors to buildings[C]//Transmission and Distribution Conference.[S.l.]:IEEE,1996:493-498.
- [17]JIA Y Z,XIAO M X,YOU B.The windage yaw numerical simulation of 500 kV overhead transmission lines[C]//Power System Technology,2010 International Conference on.IEEE,2010:1-5.
- [18]YAN B,LIN X S,LUO W,et al.Numerical study on dynamic swing of suspension insulator string in overhead transmission line under wind load[J].Power Delivery,IEEETransactions on,2010,25(1):248-259.
- [19]楼文娟,李天昊,吕中宾,等.多分裂子导线气动力系数风洞试验研究[J].空气动力学学报,2015,33(6):787-792.
- [20]1 000 kV架空输电线路设计规范:GB 50665-2011[S].北京:中国电力出版社,2011.