共查询到19条相似文献,搜索用时 88 毫秒
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为解决东周窑矿8105综放工作面5105回风巷道小煤柱沿空掘巷动压巷道支护难题,根据已掘巷道支护和变形情况,确定采用高预应力全锚索组合支护系统,并针对掘巷过程中不同地段地质构造条件,有针对性的调整支护方案,加强巷道支护,取得了较好的效果。 相似文献
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为了解决特厚煤层综放沿空掘巷小煤柱宽度确定的难题,以同忻矿8305综放工作面为研究背景,根据岩层移动理论,利用岩层三角形滑移区运动特征,分析了采空区稳定前后侧向支撑压力的分布规律,得出三角滑移区内岩体的质量在破断前后作用在煤柱上方的压力降低是侧向支撑应力减小的根本所在。同时,应用理论分析和数值模拟等方法得出采空区稳定后应力降低区宽度为17~21 m。从而将特厚煤层综放沿空掘巷小煤柱最大宽度确定为11.5 m,并利用矿压观测的手段进行了现场验证。研究表明,巷道变形量小,小煤柱留设较合理,小煤柱最大宽度11.5 m能满足工作面安全生产需要,同时提高了煤炭回收率。 相似文献
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以金达矿4203综放工作面回风顺槽护巷煤柱为研究对象,对合理的煤柱尺寸进行了探索研究.首先在分析实际开采地质条件的基础上,通过极限平衡理论分析得出采空区侧向塑性屈服区宽度为2.42 m,进而得出区段煤柱最小尺寸为4.82 m;其次通过数值模拟研究了不同尺寸区段煤柱应力分布规律和巷道围岩变形规律,综合确定区段煤柱尺寸为8... 相似文献
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针对某矿特厚煤层回采巷道变形严重,甚至局部底鼓,煤柱尺寸过大,煤炭资源损失严重等难题,以该矿8204工作面回风巷为研究背景,通过理论计算和数值模拟确定合理煤柱宽度,使用窄煤柱沿空掘巷的技术对8204工作面回风巷进行试验研究,最终确定了8 m的小煤柱.现场观测表明:小煤柱内部裂隙发育,但煤柱整体完整性较好;掘巷期间巷道两帮最大移近量61 mm,顶底板最大移近量55 mm,巷道变形量完整较小,能够保证巷道围岩稳定.本次设计煤柱尺寸合理,同时增加了煤炭采出率,促进了矿井安全高效生产. 相似文献
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从理论和技术上分析了综放工作面沿空掘巷的合理位置,提出留小煤柱沿空掘巷是最佳选择.根据极限平衡理论推导出小煤柱合理尺寸的公式,并经现场验证是可靠的,为综放沿空掘巷提供了理论基础. 相似文献
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斜沟煤矿正在进行8号煤层的采掘活动,为提高采出率设计在18106孤岛综放工作面进行留小煤柱沿空掘巷,通过数值模拟研究,确定合理的小煤柱宽度为5 m,沿空巷道设计采用"锚网索梁"联合支护方式,经现场工业性试验并对巷道围岩位移情况的监测表明,沿空巷道掘巷期间围岩稳定后顶底板最大移近量平均约109 mm,两帮最大移近量平均约251 mm;工作面回采期间,巷道顶底板最大移近量约289 mm,两帮最大移近量约499 mm,能够保证工作面安全回采。 相似文献
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为解决厚煤层综放工作面区段煤柱失稳破坏问题,保障采掘工作正常接续,以韩城矿区桑树坪二号井3304工作面区段煤柱为研究对象,建立力学模型求解确定塑性区宽度,采用FLAC3D数值模拟研究工作面侧向支承压力分布规律,综合分析不同宽度区段煤柱主应力差分布特征,据此针对性提出区段煤柱补强支护方案,并开展工业性试验,试验回采期间巷道围岩收敛量均处于允许范围内。研究结果表明:在工作面前方,现有宽度为10m的区段煤柱稳定性较好,煤体具有一定承载能力,但在工作面推采后,仍不可避免存在大范围片帮问题,根据煤柱帮变形破坏特征,在原有支护参数基础上,提出巷道煤柱帮锚索补强支护,可有效减少巷道两帮收敛变形,实现巷道围岩稳定性及次生灾害的综合控制。研究结果对类似开采条件下综放工作面区段煤柱稳定性控制具有一定参考价值。 相似文献
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论文系统地阐述了在采深600~700m条件下,结合矿压观测及理论分析,确定留设小煤柱护巷的合理尺寸及巷道支护参数设计的几个关键问题,在实际应用中效果显著,同时也减少了由于设计引起的煤炭资源损失。 相似文献
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According to the analysis of the mechanism of top coal caving, the caving condition was pointed out, and many factors of caving were also determined. Then the relationship between factors and caving was studied. Based on the above research, one effective method by using field monitoring was brought forward to determine the controlling factor. Then some related key technologies were provided, such as keeping the integrality of the top-coal, raising the horizontal resistance of supports and decreasing the real end-face distance etc.. At last one application of this method was presented, and it was proved to be an effective method. 相似文献
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综放工作面采空区煤自燃过程的动态数值模拟 总被引:21,自引:1,他引:21
综放工作面采空区浮煤自燃主要取决于浮煤厚度,氧浓度,漏风强度,工作面推进速度和自燃发火期5个参量,工作面正常生产时,采空区自燃三带处于一个动态的稳定状态。根据综放工作面采空区自燃发火特点,将松散煤体自燃发火数学模型简化,建立了综放工作面采空区湿度变化的动态数学模型,用计算机动态模拟采空区浮煤自在升温过程,对时反映采空区温度分布状态及其动态变化规律,对采空区浮煤自然危险性进行超前预测,指导综放工作面的安全生产。 相似文献
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翟新献 《煤炭学报(英文版)》2008,14(1):6-11
Under the action of abutment pressure in front of fully mechanized coal face with sublevel caving (CFSC), top-coal over CFSC
deformed. In the process of whole deformation of top-coal, it changed from continuum elastic mass to non-continuum plastic
mass contained fissures, become a loose body. According to its bearing characteristics and mechanical properties, top-coal
mass can be divided into four deformation zones along the winning direction of CFSC, i.e. initial stress zone, elastic zone,
plastic zone and loose zone. Top-coal in plastic zone located in the post-peak zone of the stress-strain curve for top-coal.
With equivalent strain principle of damage mechanics and mathematical theory of statistic, combining the movement law of top-coal,
set up a constitutive equation with damage statistics for top-coal in different position in CFSC. The equation illustrated
the mathematical relationship among top-coal bearing capacity, horizontal confining pressure along the winning direction of
CFSC and mechanical properties of top-coal material. The conclusions not only provide a basis for numerical computer simulations
on damage deformation and failure mechanism for top-coal, but also further promote the application of damage mechanics in
CFSC.
Supported by the National Natural Science Foundation of China(40638040/D0214, 50534070/E04) 相似文献
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The theoretical analysis, numerical simulation and field observation were used to study distribution characters of abutment pressure of fully mechanized sublevel caving face in deep mine, fully mechanized sublevel caving and pressure relief in entries along goaf to the influence of rock burst. The results show that: (1) With the increasing of mining depth, the abutment pressure zone is larger, its peak point is transferred to the front of face, the danger area occurring rock burst in the two fully mechanized sublevel caving entries is larger, and its position is far from the face; (2) There is larger failure area in the upper coal in front of the fully mechanized caving face, and strata possibly occurring rock burst transferred to the upwards or far from faces because of the main roof's buffer effect to the dynamic pressure burst, then possibility and strength reduced; (3) The position occurring rock burst is stress concentration zones (abutment pressure along the goaf and residual tectonic stress) and zones with geological structure; (4) Strenuous activities of roof is the inducing factor occurring rock burst. 相似文献