LIU Shu-tang, XIONG Guo-wen, LIU Qi-hua, LI Wen-bin, LIU Zhi-yong
. 2017, 16(2): 51-57.
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Some transmission towers, designed under old regulation, fail to meet the new safety requirement/environment. This paper adopted a method to reinforce the main structural members of transmission tower which includes steel plate and fixtures. This method needn’t to punch or disassemble the original tower materials, and shows remarkable effect. The numerical analysis model is made by ANSYS software, and analysis results are compared with experimental results. The effect of this method in the straight-line tower of double circuit was investigated. Influence analysis is made on the width, thickness, yield strength of steel plate and the initial gap between steel plate and angle steel. The result shows that, the effect of initial gap between steel plate and angle steel is relatively remarkable, the greater the gap, the smaller the bearing capacity. This method could be safely, expediently, and effectively applied to the reinforcement of transmission towers.