1000kV特高压淮上线组塔人字抱杆荷载试验  

1 000 kV UHV Anhui-Shanghai Transmission Line Tower Group Herringbone Derrick of Load Test

作　　者：韩启云 王超[1] 单长孝 

机构地区：[1]安徽送变电工程公司,安徽合肥230022

出　　处：《安徽电力》2013年第S1期25-28,共4页Anhui Electric Power

摘　　要：为验证1 000 kV淮上线特高压工程用人字抱杆在不同受力条件下的稳定性;特进行人字抱杆荷载试验,为淮上线杆塔以及长江大跨越锚塔施工措施提供试验依据。根据试验结果,分析优化人字抱杆连接结构,确保准上线杆塔组立施工安全,并为以后应用人字抱杆协助立塔施工提供教术支持。In onler to verify the stability of 1 000 kV UHV Anhui-Shanghai transmission line project with herringbone derrick under different stress conditions,specially herringbone derrick load test was carried out,for the Anhui-Shanghai transmission line pole and tower and the Changjiang river long- span anchor tower construction measures were provided experimental basis.According to the testing results,the paper analyzes the optimization of herringbone derrick connecting structure,ensure the Anhui-Shanghai transmission line pole and tower erection construction safety,and provide technical support for future application of herringbone derrick assist tower construction.

关 键 词：1000 kV淮上线特高压 杆塔组立 人字抱杆 荷载试验 

分 类 号：TM752[电气工程—电力系统及自动化]