虎跳峡金沙江大桥方案研究

刘伟,陈克坚,游励晖

铁道工程学报 ›› 2013, Vol. 30 ›› Issue (6) : 47-51.

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铁道工程学报 ›› 2013, Vol. 30 ›› Issue (6) : 47-51.
桥梁工程

虎跳峡金沙江大桥方案研究

  • 刘伟,陈克坚,游励晖
作者信息 +

Research on Selections of Bridge Site and Type of Hutiaoxia Jinsha River Bridge

  • LIU Wei, CHEN Ke-ian, YOU Li-hui
Author information +
文章历史 +

摘要

研究目的: 虎跳峡金沙江大桥为丽香铁路的重点控制性工程。大桥桥址位于环境敏感区、高烈度地震区 及断裂发育带,需要综合线路走线、环保、地形、地质情况及金沙江中游水电开发规划的影响,选择虎跳峡金沙 江大桥的合理桥位及桥式方案。
研究结论: (1)虎跳峡金沙江大桥的8号桥位416 m上承式钢桁拱桥是最优的工程方案,27号桥位(98 + 660 + 98) m钢桁梁悬索桥可以为规划中的水电开发预留条件,整体上经济、社会效应更好;(2)上承式钢桁拱 桥承载能力高、刚度大、造型优美,适用于高山峡谷地形,但其拱肋位于结构下方,影响桥下蓄水及通航;(3) 钢桁梁悬索桥抗震性能好,结构刚度能满足铁路列车的行车要求;(4)研究成果对于高山峡谷区大跨度铁路 桥梁的桥位桥式比选有较好的借鉴意义。

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.

关键词

高烈度地震 / 水电规划 / 桥位 / 钢桁拱 / 钢桁悬索

Key words

high seismic intensity / hydroelectric plan / bridge site / steel truss bridge / steel truss suspension cable bridge

引用本文

导出引用
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[J]. Journal of Railway Engineering Society, 2013, 30(6): 47-51
中图分类号: U231   

参考文献

[1] 周孟波.悬索桥手册[K].北京:人民交通出版社,2003.
Zhou Mengbo. Suspension Bridge Handbook [ K ] ?Beijing:China Communications Press, 2003.
[2] 陈宝春.钢管混凝土拱桥(第二版)[M] ?北京:人民交通出版社,2007.
Chen Baochun. Concrete Filled Steel Tubular Arch Bridge ( Second edition ) [ M ]. Beijing:China Communications Press,2007.
[3] 小西一郎(日)?钢桥[M].北京:中国铁道出版社,1981.
Ichiro Konishi ( Japan) ? Steel Bridge [ M ]. Beijing ??China Railway Publishing House, 1981.
[4] 刘启山.铁路工程设计技术手册-桥渡水文[K].北京: 中国铁道出版社,1999. Liu Qishan. Railway Engneer Engineering Technical Manual - Bridge Hydrology [ K ]. Beijing: China Railway Publishing House, 1999.
[5] 中国水电顾问集团中南勘测设计研究院.龙盘水电站预 可研报告[R].长沙:中国水电顾问集团中南勘测设计 研究院,2005.
HYDROCHTNA Zhongnan Engineering Corporation. The Pre-feasibility Report of Longpan hydropower station [R]. Changsha: HYDROCHINA Zhongnan Engineering Corporation ,2005.
[6] 李涛,张傅洋?大跨度自锚式悬索桥建设阶段风险分析 及对策[J].铁道工程学报,2011 (11): 63-66.
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.
 

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