Abstract:Research purposes:The Hutiaoxia Jinsha River Bridge is the key project of Lijiang - Xianggelila Railway and is located in the sensitive environmental and high seismic intensity region with the active fault. The reasonable bridge site and type should be selected for this bridge on consideration of the railway alignment, environment protection, topography,geological condition and the plan of hydraulic engineering on the midstream of the river.
Research conclusions:(1) Using the deck type steel braced arch at the No, 8 bridge site(416m) of the Hutaioxia Jinsha River Bridge is the best engineering plan. Using the steel truss suspension bridge at No. 27 bridge site (98 + 660 + 98 m) can remain the condition for the hydroelectric plan of river and can get the better economic and social benefits. The deck type steel braced arch has features of the good load bearing capacity, good rigidity and nice looking and is suitable for the high mountain and deep valley area,but it produces the impact on the water storage and shipping under bridge because the arch rib is installed on bottom of the structure. (3)The steel truss suspension bridge has the features of the fine anti - seismic performance and good rigidity to meet the train requirement. (4) The research result can provide the reference to the type selection of the large span railway bridge in mountain and deep valley area.
刘伟,陈克坚,游励晖. 虎跳峡金沙江大桥方案研究[J]. 铁道工程学报, 2013, 30(6): 47-51.
LIU Wei, CHEN Ke-ian, YOU Li-hui. Research on Selections of Bridge Site and Type of Hutiaoxia Jinsha River Bridge. 铁道工程学报, 2013, 30(6): 47-51.
Li Tao, Zhang Fuyang. Risk Analysis and Countermeasures on Stage of Large Span Self 一 anchored Suspension Bridge Construction[ J]. Journal of Railway Engineering Society, 2011(11) : 63 - 66.