摘要
结合北京市六环路跨丰沙铁路墩顶转体斜拉桥工程,对花瓶形桥墩的设计理论及计算过程进行了说明,另外根据墩顶转体施工阶段桥墩的受力特点,对桥墩的设计原则及方法进行了介绍。
With the project of the cable-stayed bridge of the sixth-ring road of Beijing as a practical example, the construction of which uses the technique of swivel erection at the top of the pier,the design theory and the calculation processes for vase-shaped piers are presented in the paper. Besides, the design methods and principles for the design of the pier are introduced in detail according to the characteristics of forces which act on the swivel pier at the swivel erection stage.
出处
《国防交通工程与技术》
2012年第3期30-33,7,共5页
Traffic Engineering and Technology for National Defence
关键词
斜拉桥
墩顶转体
桥墩设计
花瓶形桥墩
cable-stayed bridge
swivel erection at the top of the pier
design of the pier
vase-shaped pier