考虑结构极限状态的输电塔-线体系风洞试验研究

刘石; 杨毅; 黄正; 高庆水; 张楚; 李正良; 汪之松

doi:10.13204/j.gyjzGYJZ201907150004

考虑结构极限状态的输电塔-线体系风洞试验研究

doi: 10.13204/j.gyjzGYJZ201907150004

刘石^1,2,
杨毅^1,2,
黄正¹,
高庆水^1,2,
张楚^1,2,
李正良³,
汪之松³

1. 广东电网有限责任公司电力科学研究院, 广州 510080;
2. 广东电科院能源技术有限责任公司, 广州 510080;
3. 重庆大学土木工程学院, 重庆 400045

基金项目:

中国南方电网有限责任公司科技专项（GDKJQQ20153007）。

详细信息

作者简介:
刘石,男,1974年出生,教授级高级工程师。电子信箱:13925041516@139.com

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出版历程
- 收稿日期: 2020-02-28

STUDY ON COLLAPSE STATES OF TRANSMISSION TOWERS BY WIND-TUNNEL TESTS OF TOWER-LINE SYSTEMS

1. Electric Power Research Institute of Guangdong Power Grid Co., Ltd., Guangzhou 510080, China;
2. Guangdong Diankeyuan Energy Technology Co., Ltd., Guangzhou 510080, China;
3. School of Civil Engineering, Chongqing University, Chongqing 400045, China

摘要

摘要: 为研究输电塔-线体系的耦合效应，探索塔-线体系极限状态的失效模式和破坏机理，以广东省某220 kV输电塔-线体系为研究对象，研制考虑结构极限状态的输电塔气动弹性试验模型，通过风动试验，再现了输电塔-线体系极限风荷载下的倒塌现象，并与有限元法分析结果进行了对比分析。研究表明：1）基于稳定应力等效设计的输电塔极限状态气动弹性模型能够较好地在风洞试验中模拟出结构的破坏情况；2）强风作用时，塔-线体系的耦合振动使塔-线体系的振动比相同环境中单塔的振动更为复杂，破坏可能与发生强非线性振动、局部响应扩大有关，结构杆件发生失稳破坏；3）在输电塔结构设计时，应加强塔身中部沿垂直于导线走向方向的稳定承载力，不可忽视横风向风振响应的贡献。
- 输电塔-线体系 /
- 风洞试验 /
- 气动弹性模型 /
- 极限状态 /
- 非线性振动
Abstract: In order to study the coupling mechanism of transmission tower-line systems and explore failure modes and mechanisms of ultimate states, an aeroelastic model of transmission tower-line systems considering ultimate states was designed based on a 220 kV transmission tower-line system in Guangdong province. The wind tunnel tests of a single tower and a tow-line system in the turbulent wind field were carried out, and the phenomenon of tower collapese under the ultimate wind load of transmission tower-line systems was reappeared. The comparisons of the results between the finite element analysis and the tests showd that:1) Based on the equivalent design of stable stress, the model of the transmission tower under ultimate states could be simulated the structive failure well in the wind tunnel test. 2)In the case of strong wind, the coupling vibration caused by the tower line system made vibration caused by the tower-line system made vibration of the tower-line system more complicated than that of a single tower in the same environment. The failure might be related to the occurrence of nonlinear internal resonances and local responses to be amplified, and the elastic-plastic instability failure would occured. 3) designing of transmission tower structure, the stable bearing capacity of the middle of the tower along the direction perpendicular to the conductor direction should be strengthened, and the contribution of the across-wind vibration response should not be ignored.
- transmission tower-line system /
- wind tunnel test /
- aeroelastic model /
- ultimate state /
- nonlinear oscillation

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参考文献(17)

谢强,李杰.电力系统自然灾害的现状与对策[J].自然灾害学报,2006,15(4):126-131.

日本電力安全委員会.送電線鉄塔倒壊事故調查報告書[R].东京:日本電力安全委員会,2002.

胡毅, 刘凯, 吴田,等. 输电线路运行安全影响因素分析及防治措施[J]. 高电压技术, 2014, 40(11):3491-3499.

熊铁华,梁枢果,邹良浩.风荷载下输电铁塔的失效模式及其极限荷载[J].工程力学,2009,26(12):100-111.

俞琪琦.风致大跨越输电塔线体系倒塌破坏研究[D].济南:山东大学,2016.

SAVORY E,PARKE GA,ZEINODDINI M, et al. Modelling of Tornado and Microburst-Induced Wind Loading and Failure of a Lattice Transmission Tower[J].Engineering Structures,2001,23(4):365-75.

王亮.输电塔结构风致倒塔分析[D].武汉:武汉理工大学,2011.

邓洪洲,朱松晔,陈晓明,等.大跨越输电塔线体系气弹模型风洞试验[J].同济大学学报(自然科学版),2003(2):132-137.

郭勇,孙炳楠,叶尹,等.大跨越输电塔线体系气弹模型风洞试验[J].浙江大学学报(工学版),2007(9):1482-1486.

李正良,肖正直,韩枫,等.1000 kV汉江大跨越特高压输电塔线体系气动弹性模型的设计与风洞试验[J].电网技术,2008,32(12):1-5.

谢强,李继国,严承涌,等.1000 kV特高压输电塔线体系风荷载传递机制风洞试验研究[J].中国电机工程学报,2013,33(1):109-116.

谢强,杨洁.输电塔线耦联体系风洞试验及数值模拟研究[J].电网技术,2013,37(5):1237-1243.

俞登科,李正良,施菁华,等.±800 kV直流双柱悬索拉线塔塔线体系风振响应的风洞试验研究[J].中国电机工程学报,2015,35(4):1009-1013.

赵桂峰,谢强,梁枢果,等.高压输电塔体系风致非线性振动气弹模型风洞试验[J].同济大学学报,2009,37(9):1157-1164.

赵桂峰,谢强,梁枢果,等.输电塔架与输电塔-线耦联体系风振响应风洞试验研究[J].建筑结构学报,2010,31(2):69-77.

梁枢果.输电塔-导线体系风振响应计算与气弹模型风洞试验研究报告[R].上海:同济大学,2002.

LOEDO-SOUZA A M,DAVENPORT A G.A Novel Approach for Wind Tunnel Modeling of Transmission Lines[J].Journal of Wind Engineering and Industrial Aerodynamics,2001,89(14):1017-1029.

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