摘要
在京津城际轨道交通工程无砟轨道施工基础上,从施工的角度对底座板后浇带施工工艺、资源配置等进行了探讨。重点对后浇带连接和张拉距计算以及连接工序进行阐述。
On the basis of the ballastless track construction in traffic project of Beijing-Tianjin Inter-city Rail, the post poured strip technics of the foundation plate and resources allocation were discussed from the view of construction. The link of post poured strip, the calculation of tension distance and the linking procedures were mainly expounded.
出处
《铁道建筑技术》
2008年第6期28-31,52,共5页
Railway Construction Technology
关键词
无砟轨道
后浇带
张拉距
钢筋连接
Ballastless Track
post poured strip
tension distance
steel link