首页 | 本学科首页   官方微博 | 高级检索  
     

浦上大桥预应力混凝土连续曲线箱梁的设计
引用本文:陈伏立. 浦上大桥预应力混凝土连续曲线箱梁的设计[J]. 世界桥梁, 2007, 0(3): 21-23
作者姓名:陈伏立
作者单位:福州市规划设计研究院,福建,福州,350003
摘    要:
以浦上大桥互通立交D匝道50 m半径预应力混凝土连续曲线箱梁为对象,探讨了小半径曲线箱梁设计中的计算、构造、施工等若干重要问题.

关 键 词:箱形梁  预应力混凝土结构  小半径曲线  桥梁设计
文章编号:1670-7767(2007)03-0020-03
修稿时间:2007-04-03

Design of Prestressed Concrete Continuous Curved Box Girder of Pushang Bridge
CHEN Fu-li. Design of Prestressed Concrete Continuous Curved Box Girder of Pushang Bridge[J]. World Bridges, 2007, 0(3): 21-23
Authors:CHEN Fu-li
Affiliation:Fuzhou Municipal Planning, Design and Research Institute, Fuzhou 350003, China
Abstract:
Taking the prestressed concrete continuous curved box girder with a radius 50 m for Ramp D of the Interchange of Pushang Bridge as the research object, this paper makes a study of several important issues in connection with the calculation, structural formation and construction in the design of sharp radius curved box girder.
Keywords:box girder   prestressed concrete structure   sharp radius curve   bridge design
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号