建井技术
建井技術
건정기술
2015年
2期
5-7
,共3页
钻井法凿井%地面预注浆%钻-注平行作业%定向钻进
鑽井法鑿井%地麵預註漿%鑽-註平行作業%定嚮鑽進
찬정법착정%지면예주장%찬-주평행작업%정향찬진
mine shaft sinking with shaft drilling%surface ground pre-grouting%shaft drilling and grou-ting parallel operation%directional drilling
信湖煤矿主井深1009.5m，净直径6m，采用钻-注平行作业方式施工，S孔地面预注浆完全不占用建井工期。 S 孔地面布置避开钻井施工地面设施，在基岩段进入设计注浆范围，进行基岩段注浆。该井筒共注入浆液27007.5 m3，剩余涌水量3.5 m3／h ，实现了打干井。
信湖煤礦主井深1009.5m，淨直徑6m，採用鑽-註平行作業方式施工，S孔地麵預註漿完全不佔用建井工期。 S 孔地麵佈置避開鑽井施工地麵設施，在基巖段進入設計註漿範圍，進行基巖段註漿。該井筒共註入漿液27007.5 m3，剩餘湧水量3.5 m3／h ，實現瞭打榦井。
신호매광주정심1009.5m，정직경6m，채용찬-주평행작업방식시공，S공지면예주장완전불점용건정공기。 S 공지면포치피개찬정시공지면설시，재기암단진입설계주장범위，진행기암단주장。해정통공주입장액27007.5 m3，잉여용수량3.5 m3／h ，실현료타간정。
The mine main shaft of Xinhu Mine was 1 009.5 m in depth and 6 m in net diameter and was constructed with a shaft drilling and grouting parallel operation. AS borehole surface ground pre-grouting would not occupy the mine shaft construction period. The S borehole surface ground layout could avoid the surface facilities of the mine shaft construction. When the base rock section of the mine shaft was at the designed grouting scope ,the base rock section grouting was conducted. Agrout liquid of 27 007.5 m3 was grouted in the mine shaft ,a residual water inflow was 3.5 m3 /h and a dry mine shaft sinking was realized.
