建井技术
建井技術
건정기술
2014年
5期
19-22
,共4页
金属矿山%巷道突水%止浆墙注浆法%探水注浆
金屬礦山%巷道突水%止漿牆註漿法%探水註漿
금속광산%항도돌수%지장장주장법%탐수주장
metal mine%water inrush of mine roadway%grouting method with grouting cushion%water detection and grouting
大贾庄铁矿3号副井－450m水平巷道掘进至距井筒100m左右时，放炮后，发生了较大突水事故，突水量210m3／h左右。在30min内，巷道全部被水淹没，水深平均200mm。根据具体情况，借鉴隧道工程建设经验，决定采用止浆墙注浆法治理突水。方案实施后，取得了成功，并收到了良好的效果。
大賈莊鐵礦3號副井－450m水平巷道掘進至距井筒100m左右時，放砲後，髮生瞭較大突水事故，突水量210m3／h左右。在30min內，巷道全部被水淹沒，水深平均200mm。根據具體情況，藉鑒隧道工程建設經驗，決定採用止漿牆註漿法治理突水。方案實施後，取得瞭成功，併收到瞭良好的效果。
대가장철광3호부정－450m수평항도굴진지거정통100m좌우시，방포후，발생료교대돌수사고，돌수량210m3／h좌우。재30min내，항도전부피수엄몰，수심평균200mm。근거구체정황，차감수도공정건설경험，결정채용지장장주장법치리돌수。방안실시후，취득료성공，병수도료량호적효과。
When a-450m level roadway heading had a distance of about 100m to No.3 Mine Auxiliary Shaft of Dajiazhuang Iron Mine,a large water inrush accident was occurred after a blasting conducted and the water inrush quantity was about 210m3 /h.Within 30 minutes,the mine roadway was fully flooded and a water depth was 200mm in average. According to the certain condition and with the con struction experiences of other tunneling projects,a grouting method with a grouting cushion was deter mined and applied to the water inrush control. After the plan was conducted,a successful water control was obtained and an excellent effect was obtained.
