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隧道建设(中英文) ›› 2017, Vol. 37 ›› Issue (7): 838-844.DOI: 10.3973/j.issn.1672-741X.2017.07.009

• 施工技术 • 上一篇    下一篇

低净空横穿双线并行不等深明挖基坑的地下高压电缆保护及基坑施工综合技术

韩建坤, 董小龙, 郭小龙   

  1. (中铁隧道集团二处有限公司, 河北三河 065201)
  • 收稿日期:2017-02-13 修回日期:2017-07-05 出版日期:2017-07-20 发布日期:2017-07-26
  • 作者简介:韩建坤(1971—),男,河北乐亭人,1995年毕业于长沙铁道学院,铁道工程专业,本科,高级工程师,主要从事隧道与地下工程施工技术与管理工作。Email: 3105268176@qq.com。

Protection of High Voltage Cable Crossing Doubleline Deep Opencut Foundation Pits with Different Depths and Comprehensive Construction Technologies for Foundation Pits

HAN Jiankun, DONG Xiaolong, GUO Xiaolong   

  1. (Erchu Co., Ltd. of China Railway Tunnel Group, Sanhe 065201, Hebei, China)
  • Received:2017-02-13 Revised:2017-07-05 Online:2017-07-20 Published:2017-07-26

摘要:

为解决架空线和地下线等复杂环境条件下基坑施工的难题,以南昌市红谷隧道东岸双线并行明挖基坑为例,探讨低净空条件下采用反循环钻机进行钻孔咬合桩施工的方法。利用混凝土支撑作为悬吊梁悬吊保护横穿基坑的地下电缆,基坑内采用逆作法施作工字钢喷射混凝土支护。在基坑外斜向交叉打设高压旋喷桩加固110 kV电缆包封处一定深度的地层,在基坑内电缆底部竖向施工高压旋喷桩止水帷幕至岩面封堵地下水,并在基坑围护结构连接处施作应急降水井。根据施工结果可知: 1)采用高压旋喷桩可以有效避免基坑不同形式围护结构的连接处出现渗漏水现象; 2)在基坑围护结构未封闭处的下游设置止水帷幕可以起到有效的止水作用。

关键词: 钻孔咬合桩, 高压旋喷桩, 电缆悬吊保护, 工字钢喷射混凝土支护, 坑外降水

Abstract:

The bored secant pile constructed by backcycling drilling machine under low clearance is discussed by taking the opencut foundation pits on double lines of Honggu Immersed Tunnel in Nanchang for example. The underground cable crossing the foundation pits is protected by concrete support; and the Ishaped steel and shotcrete support is constructed by topdown method. The ground around 110 kV cable is consolidated by highpressure jet grouting pile out of foundation pit; and the water curtain is constructed by vertical highpressure jet grouting pile under cable in foundation pit to stop the water and the emergency dewatering well at connecting point between retaining walls is constructed. Finally, the foundation pits have been successfully and safely constructed under complex conditions.

Key words: bored secant pile, highpressure jet grouting pile, cable suspension protection, Ishaped steel and shotcrete support, dewatering of foundation pit

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