| 安庆长江大桥桥上无缝线路设计方案研究 |
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| 引用本文： | 曹龙.安庆长江大桥桥上无缝线路设计方案研究[J].铁路工程造价管理,2011,26(3):38-42. |
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| 作者姓名： | 曹龙 |
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| 作者单位： | 中铁第四勘察设计院集团有限公司,湖北,武汉,430063 |
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| 摘 要： | 安庆长江大桥为大跨度钢桁梁斜拉桥,桥上铺设无缝线路.大跨度斜拉桥结构复杂,为塔-索-梁空间组合体系,铺设无缝线路后,在荷载作用下,会形成"塔-索-梁-轨"藕合作用体系,其无缝线路力学传递机理较一般桥上无缝线路更为复杂.通过建立大跨度斜拉桥"塔-索-梁-轨"耦合模型,对安庆长江大桥桥上无缝线路纵向力进行计算分析,比选大跨...
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| 关 键 词： | 大跨度 斜拉桥 无缝线路 设计方案 |
The Research on the Designing Schemes of the Continuously Welded Rails on the Anqing-Changjiang Bridge |
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| Cao Long.The Research on the Designing Schemes of the Continuously Welded Rails on the Anqing-Changjiang Bridge[J].Railway Engineering Cost Management,2011,26(3):38-42. |
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| Authors: | Cao Long |
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| Abstract: | The Anqing-Changjing Bridge is a large-span cable-stayed steel truss bridge,and the continuously welded rails are laid on the bridge.Since,the large-span cable-stayed steel truss bridge has a complex structure,after the continuously welded rails are laid,the load will make the bridge a coupled system of towers,cables,girders,and rails.The mechanism of force transition of the continuously welded rails on such a bridge is more complicated than that on other bridges.By setting a coupled model of towers,cables,... |
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| Keywords: | large-span cable-stayed bridge continuously welded rail designing scheme expansion rail joint |
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