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铁路连续曲梁管道摩阻损失及钢束伸长值的分析计算

Analysis and Computation of Frictional Loss and Expansionary Length to Railway Continuously Curve Beam
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摘要 针对兰武二线河口南黄河特大桥连续曲梁的张拉施工,分析计算了空间钢束的摩擦损失及伸长值,解决了施工控制中的关键性问题。 In the light of the construction practice of the continuously curve beam of the Hekounan Yellow River grand bridge along the second line of Lanzhou-Wuwei railway, this paper analyzes and calculates its frictional loss and expansionary length, resolves the key problem in structural control.
作者 罗红春
出处 《铁道建筑技术》 2007年第4期43-47,共5页 Railway Construction Technology
关键词 铁路桥 连续梁 曲梁 空间束 摩阻损失 伸长值 railway bridge continuous beam curve beam space bundle loss due to friction length of tendon elongation
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参考文献2

  • 1王宏彬,张玉明,傅温.预应力筋张拉伸长值计算与量洲.北京:中国民航出版社,1996.
  • 2TB10203-2002.铁路桥涵施工规范.[S].,..

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