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输电塔单双角钢过渡节点计算方法
引用本文:徐再根,刘正伟,刘文棚,周梦瑶,刘俊才,田利.输电塔单双角钢过渡节点计算方法[J].山东大学学报(工学版),2021,51(1):87-93.
作者姓名:徐再根  刘正伟  刘文棚  周梦瑶  刘俊才  田利
作者单位:山东电力工程咨询院有限公司,山东 济南250013;山东大学土建与水利学院,山东 济南250061
基金项目:国家自然科学基金面上项目(51778347);山东大学青年学者未来计划(2017WLJH33)
摘    要:为有效提高结构承载性能,在输电塔单肢角钢主材的下部采用组合双角钢的方法,依托输电线路实际工程,选取输电塔中5个典型的单双角钢过渡节点,利用ABAQUS软件建立精细化有限元模型,通过数值模拟分析过渡节点的传力机理和承载力特性,开展不同偏心距的过渡节点受力分析,提出考虑弯矩调整系数和弯矩强化系数为主要控制参数的水平板厚度计...

关 键 词:单双角钢过渡节点  水平板  输电塔  数值模拟  承载力

Calculation method of the single-double angle joints in transmission towers
XU Zaigen,LIU Zhengwei,LIU Wenpeng,ZHOU Mengyao,LIU Juncai,TIAN Li.Calculation method of the single-double angle joints in transmission towers[J].Journal of Shandong University of Technology,2021,51(1):87-93.
Authors:XU Zaigen  LIU Zhengwei  LIU Wenpeng  ZHOU Mengyao  LIU Juncai  TIAN Li
Affiliation:1. Shandong Electric Power Engineering Consulting Institute Co., Ltd., Jinan 250013, Shandong, China;2. School of Civil Engineering, Shandong University, Jinan 250061, Shandong, China
Abstract:The adoption of combined double angle steel in the lower part of single angle steel as the main material was a common method to effectively improve the bearing performance of the transmission tower, which was conducive to clarifying the force transmission path between variable sections while ensuring high material utilization. However, there were still lack of systematic research and blank in the calculation codes for such joints. Consequently, based on the actual project, 5 typical single-double angle steel joints were selected and modelled in ABAQUS software. The bearing capacity characteristics and force transmission mechanism of the joints were analyzed through numerical simulation. Considering that the bending moment was the main factor affecting the performance of the horizontal plate, different single-double angle steel joints were simulated by changing the eccentricity. The bending moment adjustment factor and the bending moment enhancement factor were raised as the main control parameters in the horizontal plate thickness calculation formula.
Keywords:single-double angle steel joints  horizontal plate  transmission tower  numerical simulation  bearing capacity  
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