50+70+50m预应力混凝土连续梁桥设计说明书毕设论文.doc

本科毕业设计 题目 50m+70m+50m预应力混凝土连续箱型梁桥设计 学生姓名 学　号 教学院系 土木工程与建筑学院 专业年级 土木工程09级 指导教师 职　称 讲师 单　　位 西南石油大学 辅导教师 职 称 单　　位 完成日期 2013 年 6 月 5 日 Southwest Petroleum University Graduation Thesis Design Of Prestressed Concrete Continuous box Beam Bridge Grade: Class 3, Grade 2009 Name: Liu Lian Fu Speciality: Civil Engineering Instructor: Liao Yu Feng School of Civil Engineering and archetecture 2012-6-5 摘要 本论文主要是进行预应力混凝土连续箱型梁桥上部结构设计。预应力混凝土连续梁桥具有变形小、行车稳定舒适、结构受力性能好、后期维护量小、抗震能力强等优点成为现代桥梁的主要组成之一。 本论文设计分为主桥和引桥的设计，在方案比选阶段，主桥只涉及到了主要的尺寸拟定及平、纵、横断面图的绘制，不做计算。引桥为本论文的核心。 引桥为50+70+50m的预应力混凝土连续箱型梁桥，分为单幅设计，单箱双室，桥面宽13m，为3车道，设计荷载标准为公路一级。 设计过程如下： 尺寸拟定、利用桥博建模、恒载计算、次内力计算、预应力钢筋的估算、内力组合、、预应力损失计算、主梁验算、挠度与预拱度的设置、主要工程数量的汇总。 关键词：预应力混凝土连续梁桥 恒载 次内力 内力组合 桥梁博士 主梁验算 地震 Abstract This dissertation is mainly on superstructure design of prestressed concrete continuous box girder bridge . The prestressed concrete continuous beam bridge has the advantages of small deformation、 stable driving comfort、 good mechanical properties of the structure、 small amount of maintenance、 strong seismic ability and so on, which become one of the main components of modern bridge. This dissertation is divided into the design of the main bridge and the bridge approach. During comparison and selection phase of the program, the main bridge involves only the main dimensions formulate and flat、vertical、cross-sectional drawing, without being calculated. The approach bridge is the core of this dissertation. The approach bridge is a prestressed concrete continuous box girder bridge(structure size:50+70+50m ),which is divided into a single design, single box and double room.Other indicators:bridge deck width of 13m、3 lanes, design load standard for highway 1. The design process is as follows: Size formulation、modeling by using Dr. bridge software、the calculation of dead load、the calculation of secondary internal force、estimation of pre