摘要
石太客运专线石板山隧道进口DIK49+585～+900段位于R=12000m曲线上,线间距由4.96m渐变至4.6m,断面变化处采用顺接过渡。结合该地段衬砌施工实践,着重阐述衬砌各分项工程施工工艺和控制措施。
The Shibanshan tunnel＇s entry section DIK49＋585-＋900 of the passenger railway from Shijiazhuang to Taiyuan is located on the R = 12000m curve, and the line span is from 4.96 m to 4.6 m, so the cross-section＇s changes is transited in serial order. According to the lining construction practice, this article discusses the lining construction technique of different projects and the control measures.
出处
《石家庄铁路职业技术学院学报》
2009年第1期42-46,共5页
Journal of Shijiazhuang Institute of Railway Technology
关键词
石板山隧道
衬砌
施工工艺
Shibanshan tunnel lining construction technique
