云南水力发电2024，Vol.40Issue(10)：97-100,4.DOI:10.3969/j.issn.1006-3951.2024.10.021
长距离隧洞路面混凝土快速施工技术研究
Research on Rapid Construction Technology of Long Distance Tunnel Pavement Concrete
尚书毫 1王耀毅 1曾庆好 1朱然勋 1雷双琼1
作者信息
- 1. 中国水利水电第十四工程局有限公司,云南 昆明 650041
- 折叠
摘要
Abstract
For tunnels with Class Ⅱ and Ⅲ surrounding rock sections in long-distance tunnels,only pavement concrete is applied,while Class Ⅲ(special section of surrounding rock),Ⅳ,and Ⅴ surrounding rock sections are lined with full section reinforced concrete.The geological surrounding rock distribution is uneven and discontinuous,and the proportion of pavement concrete sections is relatively large.In order to solve the problem of high breakpoints in the concrete lining of deep buried long-distance tunnels and accelerate the construction progress of long-distance tunnel pavement concrete,research is conducted on the operation points and related control measures of rapid construction methods for long-distance tunnel pavement concrete with uneven distribution,discontinuity,and a large proportion of tunnels.关键词
长距离隧洞/施工效率/操作要点/管控措施Key words
long distance tunnels/construction efficiency/operation point/control measure分类
建筑与水利引用本文复制引用
尚书毫,王耀毅,曾庆好,朱然勋,雷双琼..长距离隧洞路面混凝土快速施工技术研究[J].云南水力发电,2024,40(10):97-100,4.
