云南水力发电2024，Vol.40Issue(12)：78-81,4.DOI:10.3969/j.issn.1006-3951.2024.12.021
高地下水情况下超深入岩地下连续墙成槽施工技术
Construction Technology of Ultra Deep Rock Underground Continuous Wall Trenching under High Groundwater Condition
余江 1王霞林 2刘万冲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
- 2. 深圳市龙岗区平湖街道办事处,广东 深圳 518000
- 折叠
摘要
Abstract
This paper introduces the key technology for the construction of deep underground continuous wall vertical shafts in hard rock geology with mixed fractured zones under high groundwater levels.The specific measures are to install high-pressure rotary jet grouting piles and curtain grouting around the vertical shaft to prevent water and seepage,and improve the stability of the trench wall during the trenching period.By utilizing a combination of rotary drilling,slotting machines,impact hammers,and milling machines to create slotting in different geological formations,the construction efficiency of ultra deep connected wall slotting in hard rock fracture zones can be improved,ensuring construction progress.关键词
超深地连墙/硬岩破碎地层/止水防渗、成槽工艺Key words
ultra deep connected wall/hard rock fractured strata/waterproof and anti-seepage measure/trough分类
建筑与水利引用本文复制引用
余江,王霞林,刘万冲..高地下水情况下超深入岩地下连续墙成槽施工技术[J].云南水力发电,2024,40(12):78-81,4.
