金属矿山
金屬礦山
금속광산
Metal Mine
2015年
11期
27-32
,共6页
姚松%韩斌%吴爱祥%王贻明%郭军强%何建元
姚鬆%韓斌%吳愛祥%王貽明%郭軍彊%何建元
요송%한빈%오애상%왕이명%곽군강%하건원
高应力破碎镍矿%湿喷%配合比优化%经济性
高應力破碎鎳礦%濕噴%配閤比優化%經濟性
고응력파쇄얼광%습분%배합비우화%경제성
High-stress fractured nickel mine%Wet shotcrete%Mix optimization%Economical efficiency
针对金川镍矿矿岩破碎,地压较大,采用传统的干喷锚网支护效果不理想且巷道返修率高的问题,提出湿喷混凝土技术来改善这一局面。采用正交设计方法进行配合比试验,研究了水灰比、水泥、减水剂和砂石比(细砂与绿豆石的质量比)对湿喷混凝土工作性及力学性能的影响规律。结果表明:各因素对湿喷混凝土工作性的影响顺序为:水灰比>水泥掺量>砂石比>减水剂掺量,要保证湿喷料浆塌落度大于150 mm,其水灰比应大于0.44、水泥掺量应大于430 kg/m3、砂石比应在2~4;水泥掺量对湿喷混凝土的力学特性影响最大,其次为水灰比,砂石比与湿喷混凝土强度呈凸形关系,减水剂对湿喷混凝土的强度影响较小。引入单位价值强度系数V对不同水泥掺量湿喷混凝土的经济性进行对比,确定了最佳配合比,通过现场应用达到了较好的效果,具有较高的综合经济效益。
針對金川鎳礦礦巖破碎,地壓較大,採用傳統的榦噴錨網支護效果不理想且巷道返脩率高的問題,提齣濕噴混凝土技術來改善這一跼麵。採用正交設計方法進行配閤比試驗,研究瞭水灰比、水泥、減水劑和砂石比(細砂與綠豆石的質量比)對濕噴混凝土工作性及力學性能的影響規律。結果錶明:各因素對濕噴混凝土工作性的影響順序為:水灰比>水泥摻量>砂石比>減水劑摻量,要保證濕噴料漿塌落度大于150 mm,其水灰比應大于0.44、水泥摻量應大于430 kg/m3、砂石比應在2~4;水泥摻量對濕噴混凝土的力學特性影響最大,其次為水灰比,砂石比與濕噴混凝土彊度呈凸形關繫,減水劑對濕噴混凝土的彊度影響較小。引入單位價值彊度繫數V對不同水泥摻量濕噴混凝土的經濟性進行對比,確定瞭最佳配閤比,通過現場應用達到瞭較好的效果,具有較高的綜閤經濟效益。
침대금천얼광광암파쇄,지압교대,채용전통적간분묘망지호효과불이상차항도반수솔고적문제,제출습분혼응토기술래개선저일국면。채용정교설계방법진행배합비시험,연구료수회비、수니、감수제화사석비(세사여록두석적질량비)대습분혼응토공작성급역학성능적영향규률。결과표명:각인소대습분혼응토공작성적영향순서위:수회비>수니참량>사석비>감수제참량,요보증습분료장탑락도대우150 mm,기수회비응대우0.44、수니참량응대우430 kg/m3、사석비응재2~4;수니참량대습분혼응토적역학특성영향최대,기차위수회비,사석비여습분혼응토강도정철형관계,감수제대습분혼응토적강도영향교소。인입단위개치강도계수V대불동수니참량습분혼응토적경제성진행대비,학정료최가배합비,통과현장응용체도료교호적효과,구유교고적종합경제효익。
For solving the problems of poor supporting effect,high repair rate of the traditional dry shotcrete-rockbolt-mesh support in Jinchuan nickel mine,which is fractured and under high geo-pressure,the wet shotcrete technology is adopted to make the situation better. The effects of water-cement ratio,cement,water reducer and sand-coarse aggregate ratio( fine mung bean stone mass ratio) on workability and mechanical properties of wet shotcrete are studied in mix proportion experiment by u-sing orthogonal design. The results show the effect sequence as following:water-cement ratio>cement dosage>sand-coarse ag-gregate ratio> water reducer dosage. And,water-cement ratio greater than 0. 44,cement dosage greater than 430 kg/m3 ,a 2~4 sand-coarse aggregate ratio are necessary to acquire a slurry with a slump greater than 150 mm. Cement dosage is the biggest influence on the mechanical properties of wet shotcrete,followed by water-cement ratio and water reducer in sequence. The re-lationship curve between sand-coarse aggregate ratio and strength of wet shotcrete is a convex curve. The economical efficiency of wet shotcrete with different cement dosages is researched by introducing the concept of the coefficient of strength per unit cost V. Finally,the optimum mix proportion is determined. The application of the wet shotcrete achieves good effect and higher comprehensive economic benefit.