|
|||||
|
|
| 输电线路钢管塔插板连接节点试验研究 | |
| 引用本文： | 李茂华,杨靖波,李正良. 输电线路钢管塔插板连接节点试验研究[J]. 武汉大学学报(工学版), 2012, 45(4): 495-499 |
| 作者姓名： | 李茂华 杨靖波 李正良 |
| 作者单位： | 1. 重庆大学土木工程学院,重庆400045 中国电力科学研究院,北京100055 2. 中国电力科学研究院,北京,100055 3. 重庆大学土木工程学院,重庆,400045 |
| 摘 要： | 对钢管塔主材与斜材的K形连接节点进行了试验研究,其中斜材采用插板连接形式,包括槽型插板、U型插板、十字型插板,并结合有限元分析了各插板型式的受力特性,分析了节点的应力分布情况,验证了插板连接节点在1 000kV淮南-上海特高压双回输电线路钢管塔中应用的可靠性,提出了不同插板连接节点的适用条件,供1 000kV特高压双回路铁塔设计参考,也可推广到其他钢管塔中. |
| 关 键 词： | 输电塔 节点试验 槽型插板 U型插板 十字型插板 |
Test research on K-node jointed by inserting plate in transmission tubular steel tower |
|
| LI Maohua,YANG Jingbo,LI Zhengliang. Test research on K-node jointed by inserting plate in transmission tubular steel tower[J]. Engineering Journal of Wuhan University, 2012, 45(4): 495-499 | |
| Authors: | LI Maohua YANG Jingbo LI Zhengliang |
| Affiliation: | 1(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China; 2.China Electric Power Research Institute,Beijing 100055,China) |
| Abstract: | K-node jointed by inserting plate are researched by full-scale model testing research and nonlinear finite element analysis,including three kinds of inserting plate as C-shaped,U-shaped and cross ones.The distribution and changing trends of stress is found out in steel tubular joints;and their reliabilities and safeties used in 1 000 kV Huainan to Shanghai UHV transmission tower are proven.Some suggestions for the use of C-shaped,U-shaped and cross inserting plates in design of steel tubular tower are presented. |
| Keywords: | transmission tower node test C-shaped inserting plate U-shaped inserting plate cross inserting plate |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |