煤炭工程 ›› 2017, Vol. 49 ›› Issue (8): 110-113.doi: 10.11799/ce201708031

• 研究探讨 • 上一篇    下一篇

特厚复合顶板支护三维数值模拟研究

曹俊才,左宇军,邬忠虎,何晨宏   

  1. 贵州大学
  • 收稿日期:2016-10-08 修回日期:2016-11-28 出版日期:2017-08-25 发布日期:2017-09-25
  • 通讯作者: 曹俊才 E-mail:18386061659@163.com

Study On Three-dimensional Numerical Simulation Of Extra Thick-compound Roof

  • Received:2016-10-08 Revised:2016-11-28 Online:2017-08-25 Published:2017-09-25

摘要: 特厚复合顶板支护难度大,采用锚网索支护时经常会发生锚杆(索)破断或失效,极容易发生大面积冒顶事故,且其冒顶过程迅速、预兆不明显,较难预防。为了解决该问题,通过三维数值模拟和工程实例分析了其失稳机理,研究了支护锚索容易破断及冒顶过程迅速的原因。研究结果表明:锚杆(索)容易破断的主要原因是剪应力过大,容易失效的原因是锚固区处在围岩裂隙发育区或软弱岩层;特厚复合顶板一般都具有内部各岩层厚度较小、总厚度较大、岩性较差等特征;特厚复合顶板会发生突然冒顶的原因是其顶板中存在一层或数层相对较硬的岩层;最后,为特厚复合顶板支护提供了一些支护参数和支护建议,这为类似工程提供了参考依据。

关键词: 特厚复合顶板, 薄层, 松软岩层, 数值模拟, 支护技术

Abstract: Abstract: The support of extra thick-compound roof is difficult and very easy to cause large area roof fall accidents. In the process of supporting ,damage and fracture of bolt and anchor cable often appear. And the process of roof fall is very fast and lack of warning, which is more difficult to prevent. In order to solve the problem, this paper ,firstly, sorts out and summarizes the definition and characteristics of extra thick-compound roof ,and, secondly, analyses the failure process and instability mechanism and reason of anchor cable easy damage and fracture and the roof caving process is fast. The results show that the reason of anchor cable is easy to damage is that the shear stress is bigger; the main reason why the thick-compound roof is more difficult to support is that: on the one hand, the thickness of strata is smallerd and the majority of the poor lithology, which will make rock easily destroyed one by one and more loose to support expansion force; on the other hand, for the thickness is large, the anchor is not available to reach to the deep stable rock and anchor in cranny rock will gradually failure as the expansion of fractured rock and rock pressure increases; the reason why thick compound roof falling is rapid and lack of warning is that there is one or several layers of hard rock in its internal and the hard rock gradually accumulated relatively more energy in the process of the energy savings and it is active against the surrounding rock deformation and failure. When the energy savings reach to a limit and lead to destroy and the destruction of soft and broken rock cannot bear hard rock which is transferred from the great energy, a sudden collapse occurs; numerical simulation results show that whether the thick-compound roof lithology is good or bad plays a key role in the supporting difficulty degree and grouting reinforcement less rock layer on a support will cause a multiplier effect. "

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