摘要
为保证毛坪铅锌矿112线盲竖井井筒安全快速施工,需对井筒进行预注浆。预注浆工程施工平台钻窝硐室及注浆硐室布置于井下,大型钻注设备必须下井。通过对+910^+670m标高段4条路线的分析比较,确定“+910m运输大巷→112线盲混合井→+670m中段112线→设计注浆站、钻窝位置”为最优路线。通过周密组织,所有大型钻注设备均实现顺利下井,并完成安装。
In order to ensure a safe and rapid construction of a blind shaft in 112 line of Maoping Lead-Zinc Mine,a pre-grouting in the mine shaft should be conducted.A drilling chamber as well as the grouting chamber should be layouted in the underground mine for the pre-grouting engineering and construction platform.The large drilling and grouting equipment should be put in the underground mine.With the analysis and comparison on four routes at the elevation sections of + 910^+ 670 m,an optimal route was determined as “from a + 910 m transportation roadway→a blind combined shaft in 112 line→+ 670 m middle section in 112 line→design of the grouting station and drilling location”.With a well organization,all large drilling and grouting equipment were successfully sent to the underground mine and the installation of the equipment were completed in the underground mine.
作者
李光洪
贺文
LI Guanghong;HE Wen(Research Institute of Mine Construction,Tiandi Science and Technology Company Limited,Beijing 100013,China;Beijing China Coal Mine Engineering Company Limited,Beijing 100013,China;Mine Construction Branch,China Coal Research Institute,Beijing 100013,China)
出处
《建井技术》
2019年第2期22-25,共4页
Mine Construction Technology
基金
天地科技股份有限公司科技创新创业资金专项项目(2018-TD-MS012)
关键词
预注浆
大型钻注设备
盲竖井
设备下放
pre-grouting
large drilling and grouting equipment
mine blind shaft
equipment transportation from surface ground to underground mine
