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Prestressed concrete continuous beam bridge span arrangement and structure size proposed analytical

机译:预应力混凝土连续梁桥跨度排列和结构尺寸建议分析

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By analyzing the bridge structure in the course of the dead load and live load, taking into account different load safety factor for load combinations that will limit state as a result of the combination of two kinds of forces calculated tendon force estimates, estimate the various sections of the steel beam, in accordance with certain requirements of the steel beam is a good layout, construction and consider re-simulate prestress for the role of the second combination, the process of the construction and use of a cross-sectional strength checking, stress and deformation checking checking. Prestressed concrete continuous beam bridge with structural mechanical performance, small deformation, expansion joints less comfortable driving comfort, style simple and beautiful, conservation engineering, seismic capability, etc., to become the most competitive one of the main bridge. Union uniform continuous prestressed concrete beam structure, length 420m. Design a main span of 100m.
机译:通过分析桥梁结构在死路和活负荷的过程中,考虑到载荷组合的不同负载安全系数,该组合将限制状态,这是由于两种力量计算的肌腱力估计,估计各个部分钢梁,按照钢梁的某些要求是良好的布局,施工,考虑重新模拟预应力为第二组合的作用,施工和使用横截面强度检查,应力和变形检查检查。预应力混凝土连续梁桥具有结构性机械性能,小变形,膨胀接头较少舒适的驾驶舒适性,风格简单,美观,养护工程,地震能力等,成为最具竞争力的主要桥梁之一。联盟均匀连续预应力混凝土梁结构,长度为420米。设计一个100米的主要跨度。

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