›› 2016, Vol. 37 ›› Issue (5): 1425-1433.doi: 10.16285/j.rsm.2016.05.026

• 岩土工程研究 • 上一篇    下一篇

松散含水层下上提工作面压架因素敏感性分析与压架预防

李迎富1, 2,华心祝1,杨 科1,李志华1   

  1. 1.安徽理工大学 煤矿安全高效开采省部共建教育部重点实验室,安徽 淮南 232001; 2.安徽理工大学 矿业工程博士后流动站,安徽 淮南 232001
  • 收稿日期:2014-08-04 出版日期:2016-05-10 发布日期:2018-06-09
  • 作者简介:李迎富,男,1979年生,博士,副教授,主要从事教学和科研工作。
  • 基金资助:

    中国博士后科学基金资助(No. 2013M541813);高等学校博士学科点专项科研基金资助(No. 20133415120002)。

Sensitivity analysis of factors influencing support crushing in working face of improving upper limit under loose aquifer and countermeasures against support crushing

LI Ying-fu1,2, HUA Xin-zhu1, YANG Ke1, LI Zhi-hua1   

  1. 1. Key Laboratory of Safety and High-efficiency Coal Mining, Ministry of Education, Anhui University of Science and Technology, Huainan, Anhui 232001, China; 2. Mobile Center of Post Doctor Science and Research of Mining Engineering, Anhui University of Science and Technology, Huainan, Anhui 232001, China
  • Received:2014-08-04 Online:2016-05-10 Published:2018-06-09
  • Supported by:

    This work was supported by the China Postdoctoral Science Foundation(2013M541813) and the Research Fund for the Doctoral Program of Higher Education of China(20133415120002).

摘要: 为了防止类似淮南顾北矿1202(3)上提工作面再次发生突水压架事故,根据上提工作面覆岩破断特征,建立了自然拱覆岩结构力学模型,推导出低冒拱和高冒拱的拱高计算式,研究了工作面顶板断裂位置对支架载荷的影响,分别计算出松散含水层在自然拱内、拱外两种条件下的覆岩载荷,确定了滑落失稳和挤压变形失稳的压架判据。研究表明,上提工作面受到松散含水层内水的影响时,易形成高冒拱结构,拱内松散层重度增加,铰接岩块之间的接触力减小,承载关键层受到松散含水层内的水压影响,造成支架上的载荷急剧增大,导致上提工作面易发生突水压架事故。然而影响工作面突水压架既有地质因素,又有开采技术因素,盲目地增加支架工作阻力未必能降低工作面压架风险,支护成本必然急剧增加。基于此,定义了无量纲的压架敏感度指标,分析了压架因素的敏感性,并针对压架敏感性较高的因素,提出了“适当控制采高,开切眼顶板强制放顶,防止直接顶悬顶,采前疏水降压,加固工作面煤壁,提高支架支撑力,合理的设备选型,保证合理的工作面推进速度”等防压架对策,为类似条件下上提工作面安全开采提供一些理论指导。

关键词: 上提工作面, 自然拱结构, 拱高, 压架临界支护阻力, 压架敏感度

Abstract: To avoid support crushing again under the similar conditions of working face No. 1202(3) by improving upper limit in Gubei Coal Mine of Huainan, based on fracture characteristics of overlying strata, a structural mechanics model of overlying strata with the natural arch is established. The theoretical formula of the arch rise for both the low the high caving arches are deduced. Firstly, the influence of fracture location of the roof on the support load is studied. Then, the overlying strata loads under conditions of loose aquifer inside and outside the natural arch are calculated. Moreover, the criteria of support crushing for sliding instability and squash instability are determined. This study shows that it is easy to form the structure of high caving arch when the working face of improving upper limit is influenced by the water of loose aquifer. The volume weight of loose aquifer inside the high caving arch increases, and the contact forces between hinged rocks decrease. Additionally, the key layer is influenced by the water pressure of loose aquifer, which increase loads on the supports sharply. Therefore, the working face of improving upper limit easily leads to support crushing. However, the influencing factors of support crushing belong to both geological factors and mining technology factor. It should be mentioned that the blindly increasing working resistance of supports is not necessary to reduce the risk of support crushing, but the support cost is inevitable to increase rapidly. Based on the above analysis, the dimensionless sensitivity index is defined, and then the sensitivity of influencing factors of support crushing is analyzed. It aims at investigating the influencing factors of high sensitivity and preventing countermeasures of support crushing, such as controlling an appropriate mining height, forced caving for the roof of open-off cut, preventing an immediate roof suspending, hydrophobic step-down before mining, strengthening the rib of working face, improving support force, selecting reasonable equipment, and guaranteeing reasonable advance speed of working face. These measures provide some theoretical guidance for safe mining under the similar conditions of working face No. 1202(3).

Key words: working face of improving upper limit, natural arch structure, arch rise, critical support resistance of support crushing, sensitivity of support crushing

中图分类号: 

  • TD 322

[1] 李成芳,叶晓明,熊启东,吴德伦. 基于三维土拱效应的预应力锚拉桩锚头间距确定[J]. , 2011, 32(3): 825-830.
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