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谷拴成, 苏锋, 崔希鹏. 煤巷复合顶板变形破坏规律分析[J]. 煤炭科学技术, 2012, (5).
引用本文: 谷拴成, 苏锋, 崔希鹏. 煤巷复合顶板变形破坏规律分析[J]. 煤炭科学技术, 2012, (5).
Analysis on Deformation and Failure Law of Complex Roof in Seam Gateway[J]. COAL SCIENCE AND TECHNOLOGY, 2012, (5).
Citation: Analysis on Deformation and Failure Law of Complex Roof in Seam Gateway[J]. COAL SCIENCE AND TECHNOLOGY, 2012, (5).

煤巷复合顶板变形破坏规律分析

Analysis on Deformation and Failure Law of Complex Roof in Seam Gateway

  • 摘要: 基于现场实测巷道顶板变形规律提出了一个更为切合实际的煤巷复合顶板的概念。基于煤巷复合顶板破坏前及破坏的临界状态各岩层的变形曲率相同条件下,将顶板所受的荷载分配到各岩层中,进而分析复合顶板各岩层的受力状态。根据复合顶板的受力特征及其变形破坏规律,一般认为,复合顶板中软弱夹层因其自身强度低、厚度薄,巷道开挖后先将破坏,降低了顶板的整体刚度,使顶板结构弱化,从而产生较大的二次变形,随着顶板中的其他岩层应力变化,若顶板能够承受围岩荷载,则经应力变化顶板变形趋于稳定;若顶板不能够承受围岩荷载,则经应力变化顶板剧烈变形并失稳,提出了复合顶板有经过结构承载调整—结构刚度弱化—结构失稳的变形破坏规律。

     

    Abstract: Based on the site measured roof deformation law of the mine roadway,a more closed actual complex roof idea of the mine seam gateway was provided.S upposing the deformation curvature of each rock stratum before the complex roof of the seam gateway failed and in the failure critical status were same,the load on the roof was distributed to each rock stratum and thus the stressed condition of each rock stratum in the complex roof could be analyzed.According to the analysis on the st ressed features of the complex roof and the deformation failure law,it held that due to the soft and weak parting in the complex roof was low in strength and thin in thick ness,after the excavation of the mine roadway the parting would be failure firstly,the completed rigidity of the roof would be reduced,the roof structure would be weaken ed and thus a large secondary deformation would be occurred.If the roof could bear the load of the surrounding rock,the roof deformation would be stable steadily after the stress adjusted.If the roof could not bear the load of the surrounding rock,the roof would be seriously deformed and would be stability lost and failure after the stres s adjusted.The paper provided that the roof would have the deformation failure law with the structure load adjustment,structure rigidity weakening and structure stability lost.

     

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