摘要
介绍了CRTSⅡ型无砟轨道底座板的结构原理和临时端刺的设置要求,并通过施工实例,对临时端刺在零应力条件下的锁定工序等主要施工技术做了说明,以供今后同类型工程施工学习。
With an introduction on structural principles of CRTSⅡ-type ballastless track bedplate and setting requirements of temporary punching,through construction case,it illustrates the locking procedure and other main construction techniques for temporary punching under zero stress condition,so as to provide guidance for future similar project construction.
出处
《山西建筑》
2011年第15期119-121,共3页
Shanxi Architecture
关键词
CRTSⅡ型无砟轨道
临时端刺
纵向连接
施工
CRTSⅡ-type ballastless track
temporary punching
vertical connection
construction
