千米深井厚硬顶板直覆沿空留巷围岩结构优化

采矿与安全工程学报 ›› 2015, Vol. 32 ›› Issue (5): 714-720.

千米深井厚硬顶板直覆沿空留巷围岩结构优化

中国矿业大学矿业工程学院，深部煤炭资源开采教育部重点实验室，江苏徐州 221116

收稿日期:2015-01-01 出版日期:2015-09-15 发布日期:2019-09-02
作者简介:赵一鸣(1981—)，男，河南省驻马店市人，博士，讲师，从事煤矿巷道围岩控制及沿空留巷等方面的研究。
基金资助:
国家自然科学基金项目(51404256)；国家重点基础研究发展计划(973)项目(2013CB227900)；中央高校基本科研业务费专项资金项目 (2014QNA51)

Structural optimization of overlying strata for gob-side entry retaining in 1000 m deep mine with direct thick and hard roof

Received:2015-01-01 Online:2015-09-15 Published:2019-09-02

摘要/Abstract

摘要： 针对深部沿空留巷厚硬顶板大面积悬露及采空侧顶板长悬臂劣化围岩应力环境难题，分析了千米深井厚硬顶板直覆沿空留巷矿压显现特征，提出了该条件下沿空留巷超前工作面采场顶板深孔预裂爆破放顶优化与采空侧顶板结构破断卸压相结合的围岩结构优化控制技术；同时基于理论模型与树脂模型结果，分析了厚硬顶板条件留巷充填墙体上方载荷与采空侧顶板悬臂长度的相互关系，指出利于留巷围岩长期稳定的采空侧顶板悬臂长度不大于12 m。相关研究成果成功应用于平煤集团12 矿己14-31010 工作面沿空留巷，为同等条件下的实施沿空留巷提供了借鉴。

关键词: 千米深井, 厚硬顶板直覆, 沿空留巷, 结构优化, 悬臂

Abstract: The stress environment of surrounding rock in gob-side entry retaining has been deteriorated by mining field large area hanging, longer roof hanging along gob-side under direct thick and hard roof condition. In order to solve the problem, the characteristics of strata behaviour of gob-side entry retaining with direct thick and hard roof in over 1 000 m deep coal mine have been analyzed in this paper. The structural optimization technology of overlying strata for gob-side entry retaining with hard roof condition has been proposed, which is compounded by roof caving optimization advanced the working face and pressure relief for hanging roof structure cutting along gob-side using the deep hole presplitting blasting. Simultaneously, the relationship between the length of roof hanging along gob-side and the strength acted on filling wall has been obtained, and the paper has pointed out the reasonable length of roof hanging along gob-side for long-term stability of the surrounding rock in gob-side entry retaining is under the condition of no more than 12 m. The related research results have been successfully applied in gob-side entry retaining of 14-31010 working face in Pingdingshan Twelve coal mine, and have provided reference to the implementation of gob-side entry under the same conditions.

Key words: 1 000 m deep mine, direct thick and hard roof, gob-side entry retaining, structural optimization, roof hanging

赵一鸣，张农，郑西贵，李宝玉. 千米深井厚硬顶板直覆沿空留巷围岩结构优化[J]. 采矿与安全工程学报, 2015, 32(5): 714-720.

ZHAO Yiming，ZHANG Nong，ZHENG Xigui，LI Baoyu. Structural optimization of overlying strata for gob-side entry retaining in 1000 m deep mine with direct thick and hard roof[J]. Journal of Mining & Safety Engineering, 2015, 32(5): 714-720.

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