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滨北线松花江公铁两用桥改建工程总体设计 被引量:4

General Design of Reconstruction of Rail-cum-road Bridge on Binbei Railway over the Songhuajiang River
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摘要 既有线改建工程设计方案要充分考虑新旧设计标准对接、对既有线运输影响、工程造价及建设难度,并需关注方案的可实施性,努力实现新旧工程整体最优。结合滨北线松花江公铁两用桥改建工程的总体设计,分析了该桥址的建设条件;通过对桥位、通航孔跨度、桥型结构等方面进行方案比选,决定采用下游50 m桥位,主桥主通航孔为四跨(96+2×144+96)m连续钢桁梁桥,其余为6-96 m简支钢桁桥,引桥采用32 m预应力混凝土简支T梁的建设方案;并对主桥结构设计及指导性施工方案进行了阐述。 The old and the new design standards, the impact on the existing railway transportation, project cost and con- struction difficulty should be fully considered in the design plan of reconstruction project of the existing railway. And close attention should be paid to the feasibility of implementation of design to realize the best overall integration of the old and the new projects. Combined with the general design on reconstruction project of rail-cum-road bridge over the Songhuajiang Riv- er in Binbei Railway, construction conditions of bridge site is analyzed ; through the comparative analysis of bridge location, navigable span and bridge structure etc. , the development scheme has been adopted the downstream 50 m bridgesite, (96 + 2 x 144 + 96 ) m four span continuous steel truss bridge as the main navigation span bridge and 6 - 96 m simply supported steel truss bridge. And approach bridge adopted the construction scheme of 32 m prestressed concrete simply supported T beam. The main bridge structure design and guiding construction scheme are also expounded in the paper.
作者 王合希
出处 《铁道建筑技术》 2014年第2期14-19,共6页 Railway Construction Technology
关键词 公铁两用桥 钢桁梁 改建 总体设计 rail-cum-road bridge steel truss girder reconstruction general design
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参考文献2

  • 1铁道科学研究院铁道建筑研究所,哈尔滨铁路局工务处,北方交通大学土木建筑工程学院.哈尔滨铁路局四座旧桥试验评估报告[R].北京:铁道科学研究院,2002:49.
  • 2中铁大桥勘测设计院有限公司.TB10002.2-2005铁路桥梁钢结构设计规范[S].北京:中国铁道出版社,2008:6-10.

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