高应力下深部破碎软岩巷道屈服支护试验研究

Lu Yinlong , Wang Lianguo , Zhang Bei
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引用次数: 22

摘要

对高应力破碎软岩巷道的合理支护设计进行了研究。研究了锚杆和锚索的变形破坏特征及“屈服支护”机理。利用山西霍州煤区李崖庄矿2-501工作面轨道巷道进行了现场试验。那里的地质条件是在设计阶段使用的。新的“高抗、高屈服”支撑系统具有高强度、屈服螺栓和锚索的核心。现场试验表明,该支护系统对深部破碎软岩的变形和压力有较好的适应能力。该支护系统有效地控制了巷道的破坏,保证了煤矿围岩的长期稳定和安全生产。具有显著的经济效益和社会效益,具有广阔的应用前景。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
An experimental study of a yielding support for roadways constructed in deep broken soft rock under high stress

A rationally designed support for deep roadways excavated in broken soft rock under high stress was investigated. The deformation and failure characteristics and the mechanism of “yielding support” was studied for anchor bolts and cables. The rail roadway of the 2-501 working face in the Liyazhuang Mine of the Huozhou coal area located in Shanxi province was used for field trials. The geological conditions used there were used during the design phase. The new “highly resistant, yielding” support system has a core of high strength, yielding bolts and anchor cables. The field tests show that this support system adapts well to the deformation and pressure in the deep broken soft rock. The support system effectively controls damage to the roadway and ensures the long term stability of the wall rock and safe production in the coal mine. This provides a remarkable economic and social benefit and has broad prospects for further application.

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