| 现浇预应力混凝土连续箱梁桥设计 |
| |
| 引用本文： | 赵云鹏.现浇预应力混凝土连续箱梁桥设计[J].北方交通,2008(4):139-142. |
| |
| 作者姓名： | 赵云鹏 |
| |
| 作者单位： | 辽宁省交通勘测设计院,沈阳,110005 |
| |
| 摘 要： | 结合某主线上一座2×30 m现浇连续预应力混凝土葙梁桥的工程实例,较详尽的介绍了该桥的设计和构造特点、上部结构计算及上下部构造设计,并结合实际针对设计时应考虑的一些因素进行了较详细的探讨.
|
| 关 键 词： | 预应力混凝土连续梁桥 桥梁设计 结构计算 现浇 |
| 文章编号： | 1673-6052(2008)04-0139-03 |
Design of Continuous Prestressed Concrete Box Beam Bridge of Cast-in-Place |
| |
| Authors: | ZHAO Yun-peng |
| |
| Institution: | ZHAO Yun-peng |
| |
| Abstract: | By example of a continuous prestressed concrete box beam bridge with 2 by 30m on a certain main line,the paper introduces in detail the features of present bridge in design and structure,the calculation of superconstructure as well as the design of superstructure and substructure,and makes minute approach to some factors which should be considered during design. |
| |
| Keywords: | Continuous prestressed concrete box beam bridge Design of bridge Calculation of structure Cast-in-place |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
