摘要
在地铁车站盖挖法施工中,临时路面体系和中间立柱是结构竖向承载的主要构件。在我国,临时路面体系应用较少,因此没有形成相应的设计规范;对于中间立柱来说,若采用规范上的方法进行设计,计算起来将比较繁琐。文中提出的一套临时路面体系的设计方法,以及立柱设计的简化计算方法,对今后地铁车站盖挖法的设计工作有一定的参考价值。
During the covered excavation of metro station, the temporary pavement system and the columns are the main components for bearing the vertical load. In China, the application of the temporary pavement system is rare, so that no corresponding design code is formed. As for the column, if it is designed according to the code, it will be very complicated to calculate. A reasonable design method of the temporary pavement system is suggested in this paper, and a simplified calculation method is put forward. The conclusions are helpful for the design work of the covered construction method of the metro station in the future.
出处
《结构工程师》
2007年第1期10-13,共4页
Structural Engineers
关键词
盖挖法
临时路面体系
立柱
设计方法
covered construction, temporary pavement system, column, design method