摘要
武汉市唐家墩立交桥A匝道地铁车站节点,因受到地铁车站及周边的构造物的限制,桥下不能设置桥墩,采用大跨度的钢横梁与A匝道钢箱梁连接,解决了因空间限制无法布置桥墩的问题。同时也解决了A匝道曲线钢箱梁支座设置及偏心受力的问题。Z78、Z79号双层框架桥墩还兼顾同时支撑主线桥的作用。这种设计方案为多层次立交工程提供了新的设计思路。
For the subway station node of the ramp A in this project, pier cannot be set under the bridge because of the limitation of the subway station and surrounding structure, so the long-span steel beam connecting the steel box girder of the ramp A was taken into use. Thus the problem of space limitation in pier-layout could be solved, and the problem caused by the layout of curved steel box girder bearing and the eccentric force could also be solved. Moreover, the two-layer frame-type piers of the Z78 and the Z79 could support the main bridge at the meantime. This design scheme will provide new ideas for multi-level interchange project.
出处
《交通科技》
2014年第3期72-74,共3页
Transportation Science & Technology
关键词
大跨度钢横梁
曲线钢箱梁
双层框架桥墩
多层次立交
long-span steel heam
curved steel box girder
two-layer frame-type pier
multi-level in- terchange