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浅埋近距离煤层过平行煤柱开采强矿压机理研究 被引量:4
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作者 黄庆享 张谦 +2 位作者 贺雁鹏 陈苏社 王庆雄 《采矿与岩层控制工程学报》 EI 北大核心 2024年第5期1-12,共12页
为了揭示浅埋近距离煤层工作面过平行煤柱开采动载传递特征及强矿压机理,以榆家梁煤矿43207工作面为工程背景,采用现场实测、物理模拟、理论分析相结合的方法,研究了煤柱覆岩“倒梯形”结构随下部间隔岩层的运动及其载荷传递特征,分析... 为了揭示浅埋近距离煤层工作面过平行煤柱开采动载传递特征及强矿压机理,以榆家梁煤矿43207工作面为工程背景,采用现场实测、物理模拟、理论分析相结合的方法,研究了煤柱覆岩“倒梯形”结构随下部间隔岩层的运动及其载荷传递特征,分析了超前支承压力和支架载荷的转化规律,建立了“煤柱-间隔岩层台阶岩梁”耦合结构力学模型,得出了强矿压瞬间和顶板切落稳定后的支架载荷计算公式。研究结果表明:煤柱覆岩“倒梯形”结构的集中应力和载荷主要集中于煤柱后段,后段集中载荷是导致工作面过煤柱强矿压的根源;工作面进煤柱初期,煤柱应力表现为双峰;临近出煤柱时,应力集中为单峰,位于煤柱后段。工作面出煤柱4 m后,煤柱后区的超前支承应力系数达到峰值6.00,间隔层开始产生超前裂隙;出煤柱5 m时发生强矿压,煤柱应力下降43%。强矿压期间,煤柱应力传递至煤柱下7 m层位(间隔岩层关键层中部)下降了39%,表明顶板结构承担了相当大的载荷。基于间隔岩层台阶岩梁结构的理论计算,得出强矿压瞬间的支架载荷计算公式,按照煤柱平均应力计算得出支架载荷为22.9 MN/架,按照强矿压时刻煤柱后段应力计算得出支架载荷为24.1 MN/架;煤柱传递至支架的载荷仅为煤柱总载荷的12%~18%,仍超过现场支架额定工作阻力9.2 MN/架。因此,为防止压架,支架额定工作阻力需达到15 MN/架,或者对煤柱及间隔岩层结构进行处理,以保证安全开采。研究结果可为类似条件工作面过平行煤柱开采提供参考。 展开更多
关键词 浅埋近距离煤层 过煤柱开采 平行煤柱 动载传递 强矿压
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Multi-degree-of-freedom coupling dynamic characteristic of TBM disc cutter under shock excitation 被引量:10
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作者 霍军周 孙晓龙 +2 位作者 李广庆 李涛 孙伟 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第9期3326-3337,共12页
When the tunneling boring machine(TBM) cutterhead tunnels, the excessive vibration and damage are a severe engineering problem, thereby the anti-vibration design is a key technology in the disc cutter system. The stru... When the tunneling boring machine(TBM) cutterhead tunnels, the excessive vibration and damage are a severe engineering problem, thereby the anti-vibration design is a key technology in the disc cutter system. The structure of disc cutter contains many joint interfaces among cutter ring, cutter body, bearings and cutter shaft. On account of the coupling for dynamic contact and the transfer path among joint interface, mechanical behavior of disc cutter becomes extremely complex under the impact of heavy-duty, which puts forward higher requirements for disc cutter design. A multi-degree-of-freedom coupling dynamic model, which contains a cutter ring, a cutter body, two bearings and cutter shaft, is established, considering the external stochastic excitations, bearing nonlinear contact force, multidirectional mutual coupling vibration, etc. Based on the parameters of an actual project and the strong impact external excitations, the modal properties and dynamic responses are analyzed, as well as the cutter shaft and bearings' loads and load transmission law are obtained. Numerical results indicate the maximum radial and axial cutter ring amplitudes of dynamic responses are 0.568 mm and 0.112 mm; the maximum radial and axial vibration velocities are 41.1 mm/s and 38.9 mm/s; the maximum radial and axial vibration accelerations are 94.7 m/s2 and 58.6 m/s2; the maximum swing angle and angular velocity of cutter ring are 0.007° and 0.0074 rad/s, respectively. Finally, the maximum load of bearing roller is 40.3 k N. The proposed research lays a foundation for structure optimization design of disc cutter and cutter base, as well as model selection, modification and fatigue life of the cutter bearing. 展开更多
关键词 tunneling boring machine(TBM) disc cutter system joint interface coupled nonlinearity dynamical characteristics
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