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综采面条带式充填开采覆岩运移规律及稳定性控制

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针对在长壁综采面膏体条带式充填开采中存在的覆岩稳定性问题,以国能榆林能源郭家湾煤矿条带式充填开采为工程背景,采用工程模拟有限元软件ABAQUS进行数值模拟,研究长壁综采面未充填时上覆岩层运移规律以及条带式充填对上覆岩层的影响及稳定性控制。结果表明,未充填时,随着工作面的不断推进,工作面前方煤壁中部和两侧煤柱处产生应力集中现象,上覆岩层不断垮落,当开采至60 m时迎来初次来压,工作面周期来压步距为30 m,应力峰值为32。02 MPa,顶板位移峰值为3。42 m;采用条带式充填开采后,充填条带对顶板变形和应力集中现象都得到明显缓解。条带间距越小,即充填率越大,条带式充填体对上覆岩层的稳定性控制越有利。当条带间距为20 m、充填率为33%时,顶板中部和两侧煤柱的位移和应力集中均得到有效控制并基本趋于稳定,与未充填时相比,两侧煤柱应力峰值由32。02 MPa降至3。79 MPa,顶板位移峰值由3。42 m降至0。09 m。
Movement law and stability control of overlying rock strata in strip filling mining of fully mechanized mining faces
Aiming at the problem of overlying rock strata stability in the pasted strip filling mining of longwall fully mechanized mining face,taking the strip filling mining of Guojiawan Coal Mine of Guoneng Yulin Energy as the engineering background,using the finite element engineering simulation software ABAQUS to carry out the numerical simulation,the movement law of overlying rock strata when the longwall fully mechanized mining face is not filled and the influence and stability of the overlying rock strata when the strip filling is carried out are studied.The research results show that,with the continuous advance of the working face,stress concentration occurs in the middle of the coal wall in front of the working face and at the coal pillars on both sides of the working face;the overlying rock keeps collapsing,and the initial pressure comes when the mining reaches 60 m,the working face periodic pressure step is 30 m,the stress peak reaches 32.02 MPa,and the roof displacement peak reaches 3.42 m.After using strip filling mining,the filling strip can obviously alleviate the deformation and stress concentration of the roof.With the decrease of strip spacing,that is,with the increase of filling rate,the strip filling body is more beneficial to the stability control of overlying rock strata.When the strip spacing is 20 m,and the filling rate is 33%,the displacement and stress of the coal pillar in the middle and both sides of the roof are effectively controlled and basically tend to be stable.Compared with the unfilled condition,the peak stress of the coal pillar on both sides is reduced from 32.02 MPa to 3.79 MPa,and the peak displacement of the roof is reduced from 3.42 m to 0.09 m.

longwall fully mechanized mining facestrip fillingmovement law of overlying rock stratafinite element software ABAQUS

陈启渐、吴锐

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江西理工大学资源与环境工程学院,赣州 341000

战略金属矿产资源低碳加工与利用江西省重点实验室,赣州 341000

长壁综采面 条带式充填 覆岩运移规律 有限元软件(ABAQUS)

2024

江西冶金
江西省冶金集团公司 江西省金属学会

江西冶金

影响因子:0.117
ISSN:1006-2777
年,卷(期):2024.44(5)