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.
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