Ganjiang Bridge: A High-Speed Railway Long-Span Cable-Stayed Bridge Laying Ballastless Tracks

被引:16
|
作者
Sheng, Xingwang [1 ]
Zheng, Weiqi [1 ]
Zhu, Zhihui [1 ]
Yan, Aiguo [2 ]
Qin, Yongping [3 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha, Hunan, Peoples R China
[2] China Railway Siyuan Survey & Design Grp CO LTD, Wuhan, Hubei, Peoples R China
[3] China Railway Econ & Planning Res Inst, Beijing, Peoples R China
关键词
High-speed railway; long-span cable-stayed bridges; ballastless track; mechanical behavior; multi-scale finite element modeling technique; BOX-GIRDER; CONSTRUCTION;
D O I
10.1080/10168664.2019.1671157
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Ballastless track has been widely used in high-speed railway in China; however, it has not yet been laid on the high-speed railway long-span cable-stayed bridges by now. Ganjiang Bridge is a high-speed railway long-span cable-stayed bridge which is designed to lay ballastless tracks. This bridge type and parts of the local structures are first applied in the high-speed railway bridges. This study highlights the case features and structural characteristics of Ganjiang Bridge. A series of structural measures have been taken to improve the feasibility of laying ballastless tracks on the long-span cable-stayed bridges. Besides, as the critical structure of a long-span cable-stayed bridge, the new type cable-girder anchorage structure in Ganjiang Bridge is safe and reliable. Multi-scale finite element modeling technique can simply and effectively realize the accurate stress analysis of the local structures like the cable-girder anchorage region in long-span cable-stayed bridges. Finally, a brief account of the construction method of this bridge type is introduced.
引用
收藏
页码:40 / 44
页数:5
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