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孤岛工作面覆岩结构特征及围岩控制技术研究

Study on overburden rock structure characteristics and surrounding rock control technology of island working face.

作者信息

Haoyu Zhu, Xingping Lai, Hao Qiao, Pengfei Shan, Wenlin Wang, Wenhua Yang, Longquan Wu, Chong Jia

机构信息

College of Energy Engineering, Xi'an University of Science and Technology, Xi'an, 710054, China.

Xi'an University of Science and TechnologyMinistry of Education of the Western Mining and Mine Disaster Preventionand Control of Key Laboratory, Xi'an, 710054, China.

出版信息

Sci Rep. 2024 Sep 3;14(1):20522. doi: 10.1038/s41598-024-71373-8.

DOI:10.1038/s41598-024-71373-8
PMID:39227701
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11372169/
Abstract

Based on the background of ZF2822 island working face in Xiagou Coal Mine, the characteristics of overburden fracture structure and surrounding rock control technology of island working face are explored by means of theoretical analysis, numerical simulation and field measurement. The results show that the ten morphological structures of the main roof fracture can be divided into four typical symmetrical structures and six asymmetric structures. According to the stress calculation formula of the key block B to the coal pillar, the stress characteristics of the 10 structures are classified and the risk classification is carried out. Four typical structures (a), (b), (c) and (d) were constructed to simulate the stress and strain characteristics of surrounding rock. The overlying strata subsidence displacement values of (a), (b), (c) and (d) at the roadway are 1.75 m, 1.5 m, 0.8 m and 0.6 m respectively, and the maximum stresses are 26.6 MPa, 19.5 MPa, 15.5 MPa and 10.0 MPa respectively, (a) > (b) > (c) > (d). Therefore, the surrounding rock control technology of gob-side roadway in island working face is put forward, the fracture structure of basic roof is determined and the reasonable applicable type of gob-side roadway is selected. The results after pressure relief show that the average daily microseismic energy of ZF2822 working face after pressure relief is 0.87 × 10 J, which is about 42.38% lower than that of April. The average stress is 1.13 MPa lower than that of the mining before the pressure relief area, and the decrease is 22.42%. It shows that the pressure relief has played a very good effect and provides a reference for the same type of mine.

摘要

以夏沟煤矿ZF2822孤岛工作面为背景,通过理论分析、数值模拟和现场实测等手段,对孤岛工作面覆岩断裂结构特征及围岩控制技术进行了探索。结果表明,老顶断裂的十种形态结构可分为四种典型对称结构和六种不对称结构。根据关键块体B对煤柱的应力计算公式,对这10种结构的应力特征进行分类并进行危险性分级。构建了四种典型结构(a)、(b)、(c)和(d)来模拟围岩的应力和应变特征。巷道处(a)、(b)、(c)和(d)的上覆岩层下沉位移值分别为1.75m、1.5m、0.8m和0.6m,最大应力分别为26.6MPa、19.5MPa、15.5MPa和10.0MPa,(a)>(b)>(c)>(d)。据此提出了孤岛工作面沿空巷道围岩控制技术,确定了基本顶的断裂结构,选择了合理适用的沿空巷道类型。卸压后的结果表明,ZF2822工作面卸压后的日均微震能量为0.87×10J,比4月份降低了约42.38%。平均应力比卸压区开采前降低了1.13MPa,降幅为22.42%。表明卸压起到了很好的效果,为同类型矿井提供了参考。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8df4/11372169/e3161cd1a11e/41598_2024_71373_Fig12_HTML.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8df4/11372169/743881263a0c/41598_2024_71373_Fig7_HTML.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8df4/11372169/6b7fa25d5b2b/41598_2024_71373_Fig9_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8df4/11372169/5a06fc9973c7/41598_2024_71373_Fig10_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8df4/11372169/22ecab4cbc5d/41598_2024_71373_Fig11_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8df4/11372169/e3161cd1a11e/41598_2024_71373_Fig12_HTML.jpg

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