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滇中引水长隧洞斜井富水断层破碎带快速施工技术

赵菊 肖云伟 陈涛

云南水力发电2024,Vol.40Issue(9):87-92,6.
云南水力发电2024,Vol.40Issue(9):87-92,6.DOI:10.3969/j.issn.1006-3951.2024.09.020

滇中引水长隧洞斜井富水断层破碎带快速施工技术

Rapid Construction Technology for Fractured Zone of Rich Water Fault in the Inclined Shaft of Long Tunnel in Central Yunnan Water Diversion Project

赵菊 1肖云伟 2陈涛2

作者信息

  • 1. 云南省滇中引水工程建设管理局昆明分局,云南 昆明 650000
  • 2. 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

Taking Caijiacun Tunnel No.3 construction branch of Kunming section of Central Yunnan Water Diversion Project crossing the regional fault Xiaocang Yinchangqing Fault(F24)and crossing the left and right banks of the reservoir as an example,the"comprehensive method"advanced geological prediction method is used to scientifically and accurately predict the geological surrounding rock and groundwater conditions in front of the tunnel face.Advanced measures such as advanced water blocking grouting,advanced large pipe sheds,and advanced small conduits are used for advanced water blocking and reinforcement of surrounding rock.Advanced drilling is also used as drainage holes,and core soil is reserved for excavation and support in steps.Deformation is also reserved to ensure the safe and rapid passage of the fractured section of the inclined well rich water fault.

关键词

滇中引水/斜井/富水断层破碎带/快速施工

Key words

Central Yunnan Water Diversion Project/inclined shaft/rich water fault fracture zone/rapid construction

分类

建筑与水利

引用本文复制引用

赵菊,肖云伟,陈涛..滇中引水长隧洞斜井富水断层破碎带快速施工技术[J].云南水力发电,2024,40(9):87-92,6.

云南水力发电

1006-3951

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