Issue |
E3S Web Conf.
Volume 252, 2021
2021 International Conference on Power Grid System and Green Energy (PGSGE 2021)
|
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Article Number | 02029 | |
Number of page(s) | 4 | |
Section | Research and Development of Electrical Equipment and Energy Nuclear Power Devices | |
DOI | https://doi.org/10.1051/e3sconf/202125202029 | |
Published online | 23 April 2021 |
Failure Analysis of the Guyed-V Tower Link Plate Deformation of a 500 kV Transmission Line
1 State Grid Hunan Electric Power Company Limited Research Institute, Changsha, Hunan, 410007, China
2 State Grid Changde Maintenance Company, Changde, Hunan, 415000, China
* Corresponding author’s e-mail: yjhu1@mail.buct.edu.cn
Component analysis, mechanical property test, field survey and finite element mechanical calculation were used to analyse and evaluate the deformation failure of the Guyed-V Tower link plate of a 500 kV transmission line. The results show that the main cause of the failure is the relaxation of the guy after right front guy or wire is subjected to a large impact towards the large side. The weak design of the link plate structure and the misfitting of angle steel are the indirect causes of the failure. The construction angle of anchor cable is larger than the design value, and the tension of anchor cable is low, which has a certain impact.
© The Authors, published by EDP Sciences, 2021
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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