-
摘要箱梁已经代替T梁成为最流行性的截面，混凝土箱梁具有良好的抗扭刚度可以提升桥梁抵抗偏载的能力。其次箱梁的抗风性能好，能让横向风较为流畅的流过结构，防止发生风致振动破坏。预应力混凝土连续梁桥已经成为最富有竞争力的主要桥型之一。本着“安全、经济、美观、实用”八字原则。该桥分为5片、5跨，每跨30m，上部结构为连续梁。本桥采用分离式路基，设计时只考虑半面路基的设计。施工方法选为预制箱梁法。36415
- 上一篇：六层商务办公楼建筑与结构设计+CAD图纸
- 下一篇：煤矿矿井安全通风设计+文献综述
根据设计任务书要求和设计规范的规定，毕业设计主要是关于小跨度预应力混凝土连续梁桥上部结构的设计。上部构造的计算拟定箱梁截面，对5×30m跨径进行了很详细的单元划分，计算恒载内力和活载内力，全桥均采用MIDAS软件进行了预应力筋束配筋和应力验算，且按新规范进行了预应力损失的计算。
毕业论文关键词: 预应力、连续梁、箱梁。
Abstract Girder has become the most popular cross-section in place of T beam. Torsional stiffness of concrete box girder bridges can enhance the ability to resist partial load.The girder’s Wind performance is good,Which allowing lateral wind flow more smoothly through the structure to prevent wind-induced vibration damage. re-stressed concrete continuous Girder Bridge become one of main bridge types of the most full of competion ability. There are eight beams and five spans, with each span 30m and successive beam in the superstructure. Because of this bridge adopts the separated Subgrade,design only consider half of the subgrade design.The construction takes the method of precast box beam.
According to the requirements and the standards of the design assignment, the graduate design is mainly about the design of superstructure of short-span pre-stressed concrete continuous box Girder Bridge .The calculation of the superstructure is carried out with a supposed section of the box beam, unit pision is done in detail on the 5×30m span to calculate the internal force of live loads and dead loads. The MIDAS has been applied during the calculation of the prestressing steel and the force, and the prestressing loss has been calculated referred to the new standards.
Keywords：Prestressing steel Continuous beam Girder
目录
1、绪论 1
1.1、预应力混凝土连续梁桥概述 1
1.2 毕业设计的目的与意义 3
2、设计资料 4
2.1、桥梁概况 4
2.2 设计参数 4
2.3、材料 4
2.4设计参数 5
2.5设计标准及设计规范 6
3、模型建立与分析 7
3.1、计算模型 7
3.2、截面特性及有效宽度 8
3.3、主梁分段与施工阶段的划分 11
4、荷载内力计算 12
4.1、恒荷载计算 12
4.1.1、一期恒荷载 12
4.1.2、二期恒荷载 12
4.2、恒荷载作用下的内力计算 12
4.2.1、预制阶段恒载内力计算 12
4.2.2、二期阶段恒载内力计算 15
4.2.3、恒荷载作用下模型总体内力图 17
4.2、移动荷载作用下的内力计算 19
4.2.1、汽车荷载计算 19
4.2.2、汽车荷载冲击系数计算 19
4.2.3、车道折减系数和横向分布系数 20
4.2.4、移动荷载引起的内力图表 20
4.3、支座沉降作用下的内力计算 23
4.4、梯度温度作用下的内力计算 26