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千米级深立井高压注浆施工浅谈
引用本文:齐贺鹏. 千米级深立井高压注浆施工浅谈[J]. 价值工程, 2014, 0(24): 119-120
作者姓名:齐贺鹏
作者单位:中煤第五建设公司第三十一工程处,邯郸056003
摘    要:
宁夏银川宝丰能源集团有限公司建设的红四煤矿副井筒深度1002.5m,井筒表土段和部分基岩采用冻结法施工,井筒680m以下采用普通法施工,井筒的治水采用工作面预注浆方法,注浆过程中第一注浆段单孔涌水量达60m3/h,井筒均通过高压工作面预注浆后,安全穿过含水层,完成了井筒掘砌施工。

关 键 词:井筒深度大  涌水大  高压工作面预注浆  安全穿过含水层

On High Pressure Grouting Construction of Kilometric Deep Shaft
QI He-peng. On High Pressure Grouting Construction of Kilometric Deep Shaft[J]. Value Engineering, 2014, 0(24): 119-120
Authors:QI He-peng
Affiliation:QI He-peng (The No.31 Engineering Division of China Coal No.5 Construction Company Ltd., Handan 056003 China)
Abstract:
The depth of the auxiliary shaft of red coal mine is 1002.5m constructed by Ningxia Yinchuan Baofeng Energy Group Limited Company, whose shaft surface soils and bedrock use freezing method construction, wellbore below 680m uses ordinary construction method, borehole water uses face pre grouting method. In the process of grouting, the first grouting section single hole discharge up to 60m^3/h, after pit shaft’s grouting through high pressure working face, it through the aquifer safely and achieves the shaft digging.
Keywords:deep pit shaft  water inrush  high pressure working face pre grouting  through the aquifer safely
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