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富水隧道V级围岩双车道斜井进正洞挑顶施工技术
引用本文:邓启华,王友军,姚日高.富水隧道V级围岩双车道斜井进正洞挑顶施工技术[J].铁道建筑技术,2014(3):95-98.
作者姓名:邓启华  王友军  姚日高
作者单位:中铁二十二局集团有限公司,北京100040
摘    要:昆玉铁路宝峰隧道全长7377m,是昆明至河口铁路昆阳至玉溪段重点控制工程,为双线隧道,全隧共设4个斜井,斜井进正洞挑顶段地质均为富水V级围岩。结合在双车道3号斜井挑顶过程中斜交角度的调整与挑顶方案的改进,对挑顶施工技术进行了总结,对同类工程具有参考和借鉴作用。

关 键 词:富水隧道  双车道斜井  挑顶

Ripping Construction Technology for the Entrance of V-Class Water-rich Rock Two-lane Inclined Shaft into Tunnel
Deng Qihua,Wang Youjun,Yao Rigao.Ripping Construction Technology for the Entrance of V-Class Water-rich Rock Two-lane Inclined Shaft into Tunnel[J].Railway Construction Technology,2014(3):95-98.
Authors:Deng Qihua  Wang Youjun  Yao Rigao
Institution:(China Railway 22na Bureau Group Co. Ltd. , Beijing 100040, China)
Abstract:Baofeng Tunnel on Kunming-Yuxi Railway, 7377m in length, is the control engineering project of Kunming-Yuxi segment on Kunming to Hekou Railway. It is a two-lane tunnel with four inclined shafts while the ripping of the four inclined shaft entrances is located in water rich V-class surrounding rocks. The paper summarizes the ripping scheme im- provement and crossing angle adjustment to provide reference for similar projects.
Keywords:water rich tunnel  two lane inclined shaft  ripping construction
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