1、 - 1 - 摘 要 本设计是根据设计任务书的要求和公路桥规的规定,对高坎上官伯段 的高坎大桥进行方案比选和设计的。对该桥的设计，本着“安全、经济、美观、 实用”的八字原则，本论文提出两种不同的桥型方案进行比较和选择：方案一为 预应力混凝土简支梁桥，方案二为 拱桥。经由以上的八字原则以及设计施工等 多方面考虑、比较确定预应力混凝土简支梁桥（锥形锚具）为推荐方案。 在设计中， 桥梁上部结构的计算着重分析了桥梁在使用工程中恒载以及活载的 作用利，采用整体的体积以及自重系数，荷载集度进行恒载内力的计算。运用杠 杆原理法、偏心压力法求出活载横向分布系数，并运用最大荷载法法进行活载的 加载。进行了梁的配
2、筋计算，估算了钢绞线的各种预应力损失，并进行预应力阶 段和使用阶段主梁截面的强度和变形验算、锚固区局部强度验算和挠度的计算。 下部结构采用以钻孔灌注桩为基础的双墩柱，采用盆式橡胶支座，并分别对桥墩 和桩基础进行了计算和验算。 本设计全部设计图纸采用计算机辅助设计绘制，计算机编档、排版，打印出 图及论文。还有，翻译了一篇英文短文“Reliability analysis” 。 关键词：预应力混凝土、简支梁桥、钻孔灌注桩、锥形锚具、AutoCAD。 1 Abstract This is a partial struct design of a flyover crossing that is ov
3、er the railway in GaokanShangguanbo, according to designing assignment and the standard of road and bridge. For the purpose of make the type of the bridge corresponding with the ambience and cost saving, this paper provides two different types of bridge for selection: the first one is pre-stressed c
4、oncrete continuous bridge; the second one is double cantilever half through no-thrust arch bridge. After the comparisons of economy, appearance, characteristic under the strength and effect, the first one is selected. In this design, The checking calculation of strength of main girder was preceded n
5、ot only in prestressed statement but also in using statement, deflection,precamber and the assessment of reinforcing steel bar were checked too. The pier of the bridge was basing on digging pile, and adopted rubber pot bearing. According to the characteristic of the overpass bridge and spot conditio
6、n, it adopted the method that the cantilever job placing combined with bracket job placing. All of the design drawings were protracted by AutoCAD. Except that the thesis called A note on dynamic fracture of the bridge bearing due to the great HanshinAwaji earthquake was translated into Chinese, and made a report on. Keywords: prestressed concrete、AutoCAD、simple supported beam bridge、cast-in-place pile、cone anchorage device。 2 目录目录 第一部分 桥梁设计 . 1 第一章 水文计算 1 1.1 原始资料 1 1.2 水文计算. 3
