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Title
Adaptability Analysis on High Cutting Hydraulic Powered Support Applied to Thick Seam in Buertai Mine
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作者
张金虎王国法侯刚李占平佟友
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Author
ZHANG Jin-hu WANG Guo-fa HOU Gang LI Zhan-ping TONG You
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单位
天地科技股份有限公司开采设计事业部
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Organization
Department of Mining and Design, Tiandi Science and Technology
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摘要
为得到神东矿区北部中等埋深厚煤层大采高工作面矿压显现规律、液压支架合理工作阻力及分析支架适应性,对布尔台煤矿42102-1大采高综采工作面的矿压显现及液压支架工作阻力进行观测,计算得到该工作面顶板结构及运动特征参数,提出了考虑支架实际使用效果的"三因素法",即从"支"、"护"、"采"三方面评价支架适应性,应用岩石自重经验估算法、实测支架循环末工作阻力加1倍均方差和传递岩梁理论这3种方法,计算得出该工作面的支架合理工作阻力均为16 000 kN,应用结果表明:现有ZY10800/28/63支架工作阻力过小不能适应该矿中等埋深大采高的开采条件,须重新选择合理支架。
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Abstract
In order to have a mine strata pressure behavior law of a high cutting coal mining face in a thick seam with medium depth, rational working resistance of
powered support in a north part of Shendong Mining Area and to analyze the adaptability of the powered support, an observation was conducted on the mine strata pres
sure behavior of No.42102- 1 high cutting fully- mechanized coal mining face in Buertai Mine and the working resistance of the powered support. Roof structure and mo
vement feature parameters of the coal mining face were obtained with a calculation. A three factor method to consider actual application effect of the powered support
was provided. An adaptability of the powered support was evaluated from support, maintenance and mining aspects. A rock deadweight experiment estimation method,
a site measurement of the powered support working resistance at an end- of- cycle plus one times of mean square error and transmission rock beam theory were applie
d to calculate and obtain an rational working resistances of the powered support and the coal mining face and the rational working resistances were all 16 000 kN. The
application results showed that the working resistance of the available ZY 10800 /28 /63 powered support was too small and could not be suitable to the high cutting min
ing conditions with medium depth. A rational powered support should be selected.
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关键词
厚煤层大采高液压支架顶板结构支架-围岩关系
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KeyWords
thick seam; high cutting hydraulic powered support; roof structure; relationship between powered support and surrounding rock;
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基金项目(Foundation)
国家重点基础研究发展计划(973计划)资助项目(2014CB046302);天地科技股份有限公司开采设计事业部青年创新基金资助项目(KJ-2013-TDKC-15);
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