首页|贵州沿空留巷支护技术的分析与改进

贵州沿空留巷支护技术的分析与改进

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针对贵州某煤矿沿空留巷在原有支护条件下,靠上帮一侧顶板以及下帮底角的岩层变形破坏较严重的情况,对巷道支护方式进行改进.利用数值模拟软件,对改进支护后的巷道围岩变形破坏情况进行分析.研究发现:改进支护后的巷道围岩变形破坏情况得到明显改善,改进后的支护方式能够较好地阻滞巷道上帮一侧顶板和下帮底角的岩层严重变形破坏,从而保持巷道围岩的完整性和稳定性,研究可为类似条件矿井沿空留巷的支护方式提供参考.
Analysis and Improvement of Gob-Side Entry Retaining Support Technology in Guizhou
In view of the serious deformation and failure of the roof of the upper side and the bottom corner of the lower side under the original support conditions of a gob-side entry retaining in a coal mine in Guizhou,measures are taken to improve the roadway support mode.The numerical simulation software is used to analyze the deformation and failure of roadway surrounding rock after improving the support.It is found that the broken condition of roadway surrounding rock is obviously strengthened under the improved support,which can better block the serious deformation and damage of the roof rock on the upper side of roadway and the bottom angle of the lower side,so as to maintain the integrity and stability of roadway surrounding rock.The research can provide reference for the support of gob-side entry retaining under similar conditions.

gob-side entry retainingsurrounding rock deformation and failurenumerical simulationsupport improvement

韩森、刘萍、王沉、康向涛

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贵州大学 矿业学院,贵州 贵阳 550025

复杂地质矿山开采安全技术工程中心,贵州贵阳 550025

贵州省非金属矿产资源综合利用重点实验室,贵州 贵阳 550025

贵州省优势矿产资源高效利用工程实验室,贵州贵阳 550025

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沿空留巷 围岩变形破坏 数值模拟 支护改进

国家自然科学基金贵州省科技计划

52174072黔科合基础[2020]1Z047

2024

贵州大学学报(自然科学版)
贵州大学

贵州大学学报(自然科学版)

CSTPCD
影响因子:0.396
ISSN:1000-5269
年,卷(期):2024.41(1)
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