西安科技大学学报2024，Vol.44Issue(1) ：64-73.DOI:10.13800/j.cnki.xakjdxxb.2024.0107

基于覆岩破断特征的极薄煤层工作面支架工作阻力确定

Determination of support working resistance in the working face of extremely-thin coal seam based on overburden fracture characteristics

童应山 王森 张连东 王永安 李培煊 李帅
西安科技大学学报2024，Vol.44Issue(1) ：64-73.DOI:10.13800/j.cnki.xakjdxxb.2024.0107
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基于覆岩破断特征的极薄煤层工作面支架工作阻力确定

Determination of support working resistance in the working face of extremely-thin coal seam based on overburden fracture characteristics

童应山 1王森 1张连东 2王永安 2李培煊 3李帅4
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作者信息

  • 1. 延安车村煤业(集团)有限责任公司,陕西延安 717300
  • 2. 延安市禾草沟二号煤矿有限公司,陕西延安 717300
  • 3. 西安科技大学安全科学与工程学院,陕西西安 710054
  • 4. 西安科技大学能源学院,陕西西安 710054
  • 折叠

摘要

延安子长矿区极薄煤层分布广泛,因赋存煤炭为稀缺配焦煤,回采价值较高,但该矿区未有过开采极薄煤层的先例,开采过程中面临支架选型不合理的问题,且国内在该方面的研究成果较少,因此,以禾草沟二号煤矿极薄煤层综采工作面为背景,通过数值模拟、理论分析等研究了极薄煤层综采工作面顶板覆岩结构破断特征及其演化过程,建立了采场顶板岩梁断裂前后力学解析模型,获得了极薄煤层综采工作面直接顶周期破断距,确定了合理支架工作阻力.结果表明:极薄煤层工作面开采初期顶板垮落后会较快的对上覆岩层形成支撑,至顶板极限跨距后,直接顶与基本顶周期破断,且基本顶破断位置位于直接顶破断线前方,两者间存在离层空间,共同回转下沉;工作面液压支架主要受直接顶回转载荷作用,其作用载荷为3 980.89 kN,确定支架选型为ZZ4000/6.5/13D四柱支撑掩护式液压支架;现场应用后,可以有效发挥支架支护性能,满足采场围岩控制要求.研究成果为国内极薄煤层开采工作面支架选型提供了一定的参考.

Abstract

Extremely thin coal seam is widely distributed in Zichang mining area of Yan'an.The coal is scarce in China with coking coal,and the recovery value is high;however,the mining area has no prec-edent of mining extremely-thin coal seam,and the problem of unreasonable support selection is faced in the mining process,and there are few research results in this aspect in China,so the mining face of ex-tremely-thin coal seam in Hecaogou No.2 coal mine was taken as the research object,the fracture char-acteristics and evolution process of roof overburden structure of fully-mechanized mining face in ex-tremely thin coal seam were analyzed by means of numerical simulation and theoretical analysis,and the mechanical analysis model before and after the fracture of roof rock beam was established.And a direct roof periodic fracture distance of fully mechanized mining face in extremely thin coal seam was obtained,with the reasonable working resistance of support determined.The results show that the over-lying rock could be supported quickly after the roof caving in the early mining stage of the very thin coal seam face;after reaching the limit span of the roof,the direct top and basic top break periodically,and the basic top break position is in front of the direct top break line;there is a separation space be-tween them,and they turn and sink together.The hydraulic support of the working face is mainly affect-ed by the direct top rotating load;its working load is 3 980.89 kN,and the support selection is deter-mined to be ZZ4000/6.5/13D four-column support and cover hydraulic support.By on-site testing,the support performance can be effectively utilized to meet the surrounding rock control requirements of the stope.The research results provide a certain reference for the support selection of the mining face of ex-tremely-thin coal seam in China.

关键词

极薄煤层/综采工作面/顶板结构演化/支架-围岩作用/支架工作阻力

Key words

extremely-thin coal seam/fully-mechanized mining face/roof structure evolution/support-surrounding rock interaction/support working resistance

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基金项目

陕西省自然科学基础研究计划联合基金项目(2021JLM-06)

延安市科技"揭榜制"计划项目(2021JB-07)

出版年

2024
西安科技大学学报
西安科技大学

西安科技大学学报

CSTPCD北大核心
影响因子：1.154
ISSN：1672-9315
参考文献量26
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