| 三塔悬索桥刚性中塔的鞍缆防滑技术 |
| |
| 引用本文： | 李扬,肖汝诚,周云岗. 三塔悬索桥刚性中塔的鞍缆防滑技术[J]. 哈尔滨工业大学学报, 2011, 43(2): 129-133 |
| |
| 作者姓名： | 李扬 肖汝诚 周云岗 |
| |
| 作者单位： | 同济大学桥梁工程系;同济大学桥梁工程系;同济大学桥梁工程系 |
| |
| 基金项目： | 国家高技术研究发展计划项目(2006AA11Z120);高等学校博士学科点专项科研基金项目(20050247029) |
| |
| 摘 要： | 为了解三塔悬索桥刚性中塔不同结构的鞍缆防滑效能,提出5个方案,即在跨中设置中央扣、改变矢跨比、在塔根和主缆间设置扣索、在塔顶处设置钢结构构件、在索鞍两侧主缆上添加辅助拉索.有限元法和解析法的结果显示,中央扣和扣索方案的效果甚微,其余3个方案则十分有效.据此给出相应设计建议.
|
| 关 键 词： | 三塔悬索桥 刚性中塔 索鞍 主缆 抗滑 |
Anti-slip technology between main cable and saddle on rigid middle tower of three-tower suspension bridge |
| |
| LI Yang,XIAO Ru-cheng and ZHOU Yun-gang. Anti-slip technology between main cable and saddle on rigid middle tower of three-tower suspension bridge[J]. Journal of Harbin Institute of Technology, 2011, 43(2): 129-133 |
| |
| Authors: | LI Yang XIAO Ru-cheng ZHOU Yun-gang |
| |
| Affiliation: | Department of Bridge Engineering,Tongji University,200092 Shanghai,China,;Department of Bridge Engineering,Tongji University,200092 Shanghai,China,;Department of Bridge Engineering,Tongji University,200092 Shanghai,China, |
| |
| Abstract: | To understand the effects of anti-slip techniques between main cable and saddle of a three-tower suspension bridge with a rigid middle tower,five structural schemes are proposed,which are adding a central buckle,changing the rise-span-ratio,installing a buckling cable between tower and main cable,setting a steel structure on the top of tower and fabricating an assistant cable near the saddle.The calculated results by finite element method and analytical method show that the central buckling scheme and buckling cable scheme have little anti-slip effect,but the other three schemes are very effective.Based on these some design recommendations are given. |
| |
| Keywords: | three-tower suspension bridge rigid middle tower saddle main cable anti-slip |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《哈尔滨工业大学学报》浏览原始摘要信息 |
|
点击此处可从《哈尔滨工业大学学报》下载全文 |
|
