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涨壳式中空预应力锚杆在TBM法隧洞施工中的应用和改进
引用本文:冯艺,石钊,张照太,王勇. 涨壳式中空预应力锚杆在TBM法隧洞施工中的应用和改进[J]. 现代隧道技术, 2011, 48(1): 160-164
作者姓名:冯艺  石钊  张照太  王勇
作者单位:1. 二滩水电开发有限责任公司,成都,610072
2. 二滩国际工程咨询有限责任公司,成都,610072:
3. 北京振冲工程股份有限公司,北京,100024
4. 杭州图强工程材料有限公司,杭州,310008
摘    要:在锦屏二级水电站引水隧洞围岩强烈至极强岩爆地段的支护施工中,对现场原使用的涨壳式中空预应力锚杆进行了适当的改进,以使其满足TBM快速施工的要求。改进后的锚杆安装迅速,起效快,在岩爆段和塌方段具有良好的实际应用效果。

关 键 词:TBM  引水隧洞  岩爆  涨壳式锚杆

Application and Modification of Swelling Prestressed Bolts in a TBM Excavated Tunnel
Feng Yi,Shi Zhao,Zhang Zhaotai,Wang Yong. Application and Modification of Swelling Prestressed Bolts in a TBM Excavated Tunnel[J]. Modern Tunnelling Technology, 2011, 48(1): 160-164
Authors:Feng Yi  Shi Zhao  Zhang Zhaotai  Wang Yong
Affiliation:Feng Yi1 Shi Zhao2 Zhang Zhaotai3 Wang Yong4(1 Ertan Hydropower Development Company,Ltd.,Chengdu 610072,2 Ertan International Engineering Consulting Co.,Ltd.(ETI),3 Beijing Vibrofloation Engineering Co.,Beijing 100024,4 Hangzhou Dodrive Engineering Materials Ltd.,Hangzhou 310008)
Abstract:Considering the supporting work on a section of Jinping II Diversion Tunnel under extremely intensive rock burst geological condition,some appropriate improvements on the existing swelling pre-stressed bolts were performed so as to meet the requirements of rapid driving of TBM,i.e.such improved bolts need to be quickly installed and worked effectly when applied on rock burst and collapse sections.
Keywords:TBM
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