大采高工作面前承压特征及合理停采煤柱宽度研究

Processes Pub Date : 2024-06-07 DOI:10.3390/pr12061170
Wei Yu, Gangwei Fan, Dongsheng Zhang, Wenhao Guo, Wenhui Zhang, Shizhong Zhang, Z. Fan
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引用次数: 0

摘要

停采煤柱的宽度对主要巷道围岩的稳定性和矿井的安全生产具有重要意义。本文以四合煤矿西盘为工程背景,分析了快速推进、大采高条件下采空区前方支护压力的演变特征及其对影响因素的敏感性,探讨了停采煤柱宽度与主巷道围岩的耦合机理,分析了不同煤柱宽度下主巷道围岩受采动影响而产生的煤柱内应力、垂直应力、变形、破坏等采压特征的差异。综合结果表明,前支护压力对工作面的影响范围为 65 m,不同开采因素对其影响的重要程度排序为:开采高度 > 工作面长度 > 推进速度。当主要巷道围岩应力场处于开采扰动临界状态时,停采煤柱的合理宽度确定为 80 m。工业试验表明,顶板与底板以及主要巷道肋板之间的相对位移较小,分别为 105 毫米和 260 毫米,可有效保持主要巷道围岩的稳定。研究成果可为地质条件类似的矿井停采煤柱设计提供科学依据和工程参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on Characteristics of Front Abutment Pressure and Rational Stop-Mining Coal Pillar Width in Large Height Working Face
The width of a stop-mining coal pillar is of great significance to the stability of the surrounding rock of the main roadway and the safety of production in the mine. This paper focuses on the west panel of Sihe Coal Mine as the engineering background, analyzes the evolution characteristics of front abutment pressure in the mining area under conditions of rapid advancement and large mining height and its sensitivity to influencing factors, explores the coupling mechanism between the width of the stop-mining coal pillar and the surrounding rock of the main roadway, and analyzes the differences in mining pressure characteristics such as internal stress of the coal pillar, vertical stress, deformation, and failure of the main roadway’s surrounding rock under different coal pillar widths with the influence of mining. The comprehensive results indicate that the influence range of front abutment pressure on the working face is 65 m, and the significance ranking of different mining factors acting on it is as follows: mining height > working face length > advancing speed. The rational width of the stop-mining coal pillar is determined to be 80 m while the stress field of the surrounding rock in the main roadway is in a critical state of mining disturbance. Industrial tests have shown that the relative displacements between the roof and floor as well as the ribs of the main roadway are relatively small, at 105 and 260 mm, respectively, which can effectively maintain the stability of the surrounding rock of the main roadway. The research results can provide a scientific basis and engineering reference for the design of stop-mining coal pillars in mines with similar geological conditions.
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