金属矿山
金屬礦山
금속광산
METAL MINE
2015年
8期
6-12
,共7页
刘艳章%陈小强%潘世华%邹晓甜%张群%张丙涛
劉豔章%陳小彊%潘世華%鄒曉甜%張群%張丙濤
류염장%진소강%반세화%추효첨%장군%장병도
阶段开采顺序%应力分析%应力分布%巷道稳定性%安全系数
階段開採順序%應力分析%應力分佈%巷道穩定性%安全繫數
계단개채순서%응력분석%응력분포%항도은정성%안전계수
Stepwise mining sequence%Stress analysis%Stress distribution%Roadway stability%Safety factor
埋深超过600 m的泥河铁矿一期工程设计为两阶段(-750 m阶段、-830 m阶段)充填开采,开拓巷道的稳定性是影响阶段开采顺序选择的关键因素之一。选取典型勘探线剖面建立二维有限元计算模型,根据一期工程可能的阶段开采顺序制定自下而上(方案一)和自上而下(方案二)2种计算方案。对2种方案各开采步骤进行有限元应力分析,对比2种方案下开拓巷道的围岩应力分布状态和巷道稳定的安全系数,选取合理的阶段开采顺序。结果表明,在开采过程中2种阶段开采顺序下的绝大部分巷道围岩局部有拉应力产生;方案二与方案一相比,拉应力的分布范围更小,开拓巷道围岩最小主应力最小值较大,安全系数也较高,开拓巷道更为稳定。因此,采用自上而下开采顺序的方案二即先采-750 m阶段、后采-830 m阶段的开采方案更优。
埋深超過600 m的泥河鐵礦一期工程設計為兩階段(-750 m階段、-830 m階段)充填開採,開拓巷道的穩定性是影響階段開採順序選擇的關鍵因素之一。選取典型勘探線剖麵建立二維有限元計算模型,根據一期工程可能的階段開採順序製定自下而上(方案一)和自上而下(方案二)2種計算方案。對2種方案各開採步驟進行有限元應力分析,對比2種方案下開拓巷道的圍巖應力分佈狀態和巷道穩定的安全繫數,選取閤理的階段開採順序。結果錶明,在開採過程中2種階段開採順序下的絕大部分巷道圍巖跼部有拉應力產生;方案二與方案一相比,拉應力的分佈範圍更小,開拓巷道圍巖最小主應力最小值較大,安全繫數也較高,開拓巷道更為穩定。因此,採用自上而下開採順序的方案二即先採-750 m階段、後採-830 m階段的開採方案更優。
매심초과600 m적니하철광일기공정설계위량계단(-750 m계단、-830 m계단)충전개채,개탁항도적은정성시영향계단개채순서선택적관건인소지일。선취전형감탐선부면건립이유유한원계산모형,근거일기공정가능적계단개채순서제정자하이상(방안일)화자상이하(방안이)2충계산방안。대2충방안각개채보취진행유한원응력분석,대비2충방안하개탁항도적위암응력분포상태화항도은정적안전계수,선취합리적계단개채순서。결과표명,재개채과정중2충계단개채순서하적절대부분항도위암국부유랍응력산생;방안이여방안일상비,랍응력적분포범위경소,개탁항도위암최소주응력최소치교대,안전계수야교고,개탁항도경위은정。인차,채용자상이하개채순서적방안이즉선채-750 m계단、후채-830 m계단적개채방안경우。
Nihe Iron Mine with burial depth of over 600m is designed to be exploited by two-stage(-750 m lever,-830 m lever) backfill mining method in its first phase project. The stability of opening roadways is one of the key factors that affect the selection of stepwise mining sequence. The typical exploration profiles are chosen to establish two-dimensional finite ele-ment calculation models. Two calculation schemes which are the bottom-up stage mining sequence( scheme one) and the top-down stage mining sequence( scheme two) are formulated according to the possible stepwise mining sequences. Finite element stress analysis is conducted at different mining steps of the two schemes. The surrounding rock stress distribution of the opening roadways and safety factors of roadway stability are contrasted in the two schemes to select the reasonable stage mining se-quence. The results show that tensile stress occurs in the fractional rock-mass around the majority of opening roadways during exploitation in the two mining sequences. Compared with scheme one,tensile stress distribution region in scheme two is smal-ler,and minimums of minor principal stress in the surrounding rock of opening roadways are larger,with higher safety factors and more stable opening roadways. Therefore,scheme two which adopts the top-down stage mining sequence,namely mining -750 m level first and -830 m level later,is optimal.