安徽冶金科技职业学院学报
安徽冶金科技職業學院學報
안휘야금과기직업학원학보
JOURNAL OF ANHUI VOCATIONAL COLLEGE OF METALLURGY AND TECHNOLOGY
2015年
3期
46-48,55
,共4页
井筒%赋水破碎带%壁后注浆
井筒%賦水破碎帶%壁後註漿
정통%부수파쇄대%벽후주장
shaft%water bearing fracture zone%backfill grouting
白象山铁矿风井井筒在掘进至-128m时,井筒总水量达57m3/h,集中出水点最大涌水达5m3/h。本文通过对该井筒壁后注浆技术的应用,揭示了运用普通注浆材料对赋水破碎带采取特殊的注浆手段,达到了壁后充填封堵渗漏水源的目的。
白象山鐵礦風井井筒在掘進至-128m時,井筒總水量達57m3/h,集中齣水點最大湧水達5m3/h。本文通過對該井筒壁後註漿技術的應用,揭示瞭運用普通註漿材料對賦水破碎帶採取特殊的註漿手段,達到瞭壁後充填封堵滲漏水源的目的。
백상산철광풍정정통재굴진지-128m시,정통총수량체57m3/h,집중출수점최대용수체5m3/h。본문통과대해정통벽후주장기술적응용,게시료운용보통주장재료대부수파쇄대채취특수적주장수단,체도료벽후충전봉도삼루수원적목적。
While the Baixiangshan Iron Mine air shaft was drived to -128m, Shaft water inflow reached 50 cubic meters per hour, the water amount of one gushing point reached 5 cubic meters per hour.This paper through the application of backfill grouting technology for shaft walling, introduced the grouting method which used the common grouting material for water bearing fractured zone, then a-chieved the purpose of filling seal leakage water from the shaft walling.