钢管输电塔挂线节点足尺模型失效模式与承载力提升分析  

Full-scale Test and Bearing Capacity Improvement for Conductor Hanging Joints of the UHV Steel Pipe Transmission Tower

作　　者：翟彬[1] 李素超[2,3] 张丽娟[1] 徐再根[1] 王志远[2] 毛晨曦[4] ZHAI Bin;LI Suchao;ZHANG Lijuan;XU Zaigen;WANG Zhiyuan;MAO Chenxi(Shandong Electric Power Engineering Consulting Institute Co.,Ltd.,Jinan 250100,Shandong,China;Ministry-of-Education Key Laboratory of Structural Dynamic Behavior and Control,Harbin Institute of Technology,Harbin 150090,Heilongjiang,China;Department of Civil Engineering,Harbin Institute of Technology in Weihai,Weihai 264209,Shandong,China;Key Laboratory of Earthquake Engineering and Engineering Vibration,Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,Heilongjiang,China)

机构地区：[1]山东电力工程咨询院有限公司,山东济南250100 [2]哈尔滨工业大学结构工程灾变与控制教育部重点实验室,黑龙江哈尔滨150090 [3]哈尔滨工业大学(威海)土木工程系,山东威海264209 [4]中国地震局工程力学研究所地震工程与工程振动重点实验室,黑龙江哈尔滨150080

出　　处：《地震研究》2024年第1期1-9,共9页Journal of Seismological Research

基　　金：国家重点研发计划(2018YFC0809400);山东省自然科学基金面上项目(ZR2020ME247).

摘　　要：针对特高压钢管输电塔挂线位置节点在极端荷载下的安全性,提出了挂线节点双侧挂线板协同受力的构造改进措施,并对比研究两种挂线节点的极限承载力与失效模式。通过足尺挂线节点处的承载力试验与有限元分析,比较挂线节点在单侧板受力、双侧板受力情况下的应力分布与承载能力,分析传力螺母与挂线板之间的合理初始间距。结果表明:双侧受力时两侧挂线板均发生弯曲破坏,受力形式更加合理,节点板应力分布更加均匀,挂线点的屈服承载力可以提升一倍以上,传力螺母与挂线板之间的合理初始间隙为2~4 mm。In view of the safety of the conductor hanging joint of UHV steel pipe transmission tower subjected to extreme loading,this paper focuses on the measurements of the structural behavior improvement through modifying the cooperative work of two conductor hanging plates on both sides of the hanging joint.Two types of hanging joints are compared and studied regarding the bearing capacity and corresponding failure modes.Through the full-scale hanging joint tests and the Finite Element Analysis(FEA),the stress distribution and the bearing capacity of the hanging joint are compared under the condition of unilateral plate s load-bearing and bilateral plates load-bearing.In addition,the reasonable initial gap between the force-transferring nut and the hanging plate is analyzed.Results show that the reasonable initial gap between the force-transferring nut and the hanging plate is 2-4 mm,and bending failure will occur on both the bilateral plates.The stress distribution is more reasonable and the yield-bearing capacity of the hanging joint can also be increased twice as much as the design bearing capacity,which is of great significance to improving the safety of transmission tower and reduce the economic investment.

关 键 词：特高压输电塔 挂线节点 承载力 足尺试验 有限元模拟 传力螺母 

分 类 号：TU311.4[建筑科学—结构工程] TU398