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矿压模型异构层次智能安全监控预报系统设计
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作者 周蓉 《科技通报》 北大核心 2014年第4期212-214,共3页
提出使用异构层次化结构的无线传感器网络组网形式设计出智能煤矿井下安全监控系统。安全监控系统操作系统采用TinyOS系统进行开发设计,对压力传感器板的软硬件进行设计,调试实验通过进行配置报警门限,查看采集到的压力传感器数据,设置... 提出使用异构层次化结构的无线传感器网络组网形式设计出智能煤矿井下安全监控系统。安全监控系统操作系统采用TinyOS系统进行开发设计,对压力传感器板的软硬件进行设计,调试实验通过进行配置报警门限,查看采集到的压力传感器数据,设置用户的权限等等操作,实验表明系统能有效对矿压超标等信息就行及时报警处理,能进行有效的安全预测预报和评估分析。且系统可操作性强,界面友好,具有很大的工程应用价值。 展开更多
关键词 矿压模型 无线传感器网络 安全监控
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综合机械化固体充填采煤矿压控制原理与支架受力 被引量:1
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作者 杨万鹏 《中小企业管理与科技》 2014年第22期114-115,共2页
综合机械化固体充填采煤技术能够将煤炭资源的回收率提高,并循环利用矿区的固体物质,保护矿区的基本环境以及各种资源等。当对固体充填采煤法及其岩层控制情况进行研究时,通常是将其与一般的长壁综采在采煤采矿中的应用相互比较,进一步... 综合机械化固体充填采煤技术能够将煤炭资源的回收率提高,并循环利用矿区的固体物质,保护矿区的基本环境以及各种资源等。当对固体充填采煤法及其岩层控制情况进行研究时,通常是将其与一般的长壁综采在采煤采矿中的应用相互比较,进一步的完善固体充填采煤技术在岩层移动等中的应用。本文即为基于对固体充填采煤技术的研究,对其控制原理以及支架受力情况做以简要的分析。 展开更多
关键词 综合机械化固体充填 固体充填采煤 矿压模型
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隔水关键层原理及其在保水采煤中的应用研究 被引量:176
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作者 缪协兴 浦海 白海波 《中国矿业大学学报》 EI CAS CSCD 北大核心 2008年第1期1-4,共4页
既要防治煤矿突水灾害又要保护矿区水资源,实现保水采煤是绿色开采技术的核心内容之一.通过研究建立了保水采煤的隔水关键层矿压模型,同时提出了可用于指导开发保水采煤技术的隔水关键层原理.隔水关键层模型有3层含意,即软弱层岩性隔水... 既要防治煤矿突水灾害又要保护矿区水资源,实现保水采煤是绿色开采技术的核心内容之一.通过研究建立了保水采煤的隔水关键层矿压模型,同时提出了可用于指导开发保水采煤技术的隔水关键层原理.隔水关键层模型有3层含意,即软弱层岩性隔水、坚硬层结构隔水和裂隙通道弥合隔水.保水采煤原理可分解为4个步骤,即隔水关键层位置判别、结构稳定性判别与控制、渗流稳定性判别与控制以及渗流突变通道控制.保水采煤的隔水关键层原理在采场顶底板突水灾害防治中得到了成功应用. 展开更多
关键词 绿色开采 保水采煤 隔水关键层 矿压模型 突水灾害防治
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综放沿空留巷充填体稳定性控制 被引量:92
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作者 张东升 缪协兴 +1 位作者 冯光明 宋召谦 《中国矿业大学学报》 EI CAS CSCD 北大核心 2003年第3期232-235,共4页
基于综放沿空留巷的矿压模型 ,计算出充填体稳定所需的强度和能适应的变形量 ,并以此选出充填材料及其水灰比 .为提高充填体的整体支护强度和抗变形能力 ,重点阐述了空间锚栓加固网技术及其对充填体稳定性的控制效果 ,为综放大断面沿空... 基于综放沿空留巷的矿压模型 ,计算出充填体稳定所需的强度和能适应的变形量 ,并以此选出充填材料及其水灰比 .为提高充填体的整体支护强度和抗变形能力 ,重点阐述了空间锚栓加固网技术及其对充填体稳定性的控制效果 ,为综放大断面沿空留巷技术的成功试验奠定了坚实基础 . 展开更多
关键词 综放沿空留巷 矿压模型 充填体 稳定性 抗变形能力 水灰比 支护强度
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综合机械化固体充填采煤矿压控制原理与支架受力分析 被引量:93
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作者 缪协兴 《中国矿业大学学报》 EI CAS CSCD 北大核心 2010年第6期795-801,共7页
综合机械化固体(废弃物)充填采煤技术能用于低成本、安全、高效回收"三下"压煤和煤柱资源,具有提高煤炭资源回收率,循环利用矿区固体废弃物,保护矿区土地、水资源和环境等优点.在简述固体充填采煤方法及其岩层控制效果的基础... 综合机械化固体(废弃物)充填采煤技术能用于低成本、安全、高效回收"三下"压煤和煤柱资源,具有提高煤炭资源回收率,循环利用矿区固体废弃物,保护矿区土地、水资源和环境等优点.在简述固体充填采煤方法及其岩层控制效果的基础上,重点比较了该方法与一般长壁综采在采场矿压控制原理和支架设计理念等方面的显著差异;进一步完善了用于分析岩层移动和地表沉陷等规律的固体充填采煤的等价采高矿压模型;基于提出的固体充填采煤液压支架设计理念,给出了用于分析支架主动加载对顶板变形移动控制的采场矿山压力力学模型,根据半无限平面上作用集中力的经典弹性力学Flamant解,推导得到了计算支架主动力作用引起的采场顶板变形位移曲线的解析解,对完善固体充填采煤基础理论起到了一定的推进作用. 展开更多
关键词 综合机械化固体充填 固体充填采煤 六柱支撑式液支架 矿压模型
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Mechanical model of roof on stope and its analysis 被引量:1
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作者 王红卫 陈忠辉 +1 位作者 杜泽超 张剑 《Journal of Coal Science & Engineering(China)》 2005年第1期4-8,共5页
Based on the engineering background of No.8402 stope face in Silaogou Coal Mine of Datong Mineral Bureau and the theory of plate presented by researchers before, considering surrounding rock structure in the stope and... Based on the engineering background of No.8402 stope face in Silaogou Coal Mine of Datong Mineral Bureau and the theory of plate presented by researchers before, considering surrounding rock structure in the stope and according to mechanical property of rock bodies with various kinds of joint planes, presented an assumption that the key roof was divided into a series of elastic plate group by joint planes, then set up mechanical model of elastic plate group with pin joint. After compared the deflection and the stress in the mechanical model by numerical modeling with data from field engineering, the rule of rock plates’ break in turn and the difference in rock plates’ stress during the roof’s first and periodic weighting along the stope face were found. 展开更多
关键词 mine pressure surrounding rock structure elastic plate theory numerical modeling
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APPLICATION OF THE ROOF DISTURBANCE TO MONITORING AND PREDICTING THE GROUND PRESSURE
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作者 付国彬 钱鸣高 《Journal of China University of Mining and Technology》 1992年第1期74-82,共9页
Based on study of the influence of main roof fracture on ground pressure, this paper considered the immediate roof as a semi-infinite long beam on a Winkler elastic foundation. In the model the coal seam is the founda... Based on study of the influence of main roof fracture on ground pressure, this paper considered the immediate roof as a semi-infinite long beam on a Winkler elastic foundation. In the model the coal seam is the foundation and the pressure caused by mian roof deflection is the load. Having solved the model and analyzed relevant factors,the authors indicate that the disturbance caused by the breakage of the mian roof can be observed in both gates of longwall face and explain why it can be. The paper points out that the applicability of the method to obtain the disturbance information by measuring the loads on supports is wider than that by measuring the roof convergence rate. The results are useful for monitoring and predicting ground pressure. 展开更多
关键词 underground pressure roof disturbance beam on elastic foundation
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Xinhe Mine water inrush risk assessment based on quantification theoretical models 被引量:1
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作者 LI Hui JING Guo-xun +1 位作者 CAI Zheng-Iong OU Jian-chun 《Journal of Coal Science & Engineering(China)》 2010年第4期386-388,共3页
Taking the Xinhe mine's structure, mine pressure, structural fissure, fault andfault displacement, the distance between fault and water inrush point, thickness of block,water pressure those geological factors whic... Taking the Xinhe mine's structure, mine pressure, structural fissure, fault andfault displacement, the distance between fault and water inrush point, thickness of block,water pressure those geological factors which influenced the water inrush as the independentvariable, based on these data of water inrush point and water uninrush point, usingthe method of quantification theory(Ⅰ,Ⅱ), it would quantitatively disposes the qualitativevariable, applied to calculation to evaluate the risk of Xinhe's water inrush. 展开更多
关键词 water inrush ASSESSMENT PREDICTION quantification theoretical MODEL
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Experimental Study on Coal-Breaking Pressure for Compressed Air
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作者 徐颖 程玉生 《Journal of China University of Mining and Technology》 2001年第1期60-64,共5页
Based on lab model experiments and through the limit analysis, the theoretical formula of calculation coal breaking pressure with compressed air was derived. The experimental result shows that blasting pressure must e... Based on lab model experiments and through the limit analysis, the theoretical formula of calculation coal breaking pressure with compressed air was derived. The experimental result shows that blasting pressure must exceed 84.0MPa to break coal with compressive strength of 13.2MPa. The research provides an important theoretical basis for the design of airshooting mining and industrial tests. 展开更多
关键词 compressed air blasting limit analysis discharge criterion simulation
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Elastic, Piezoelectric and Acoustic Properties of Wurtzite MnO from Density Functional Calculation
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作者 HAN Han 《Communications in Theoretical Physics》 SCIE CAS CSCD 2013年第6期751-755,共5页
The wurtzite MnO has been obtained lately and is expected to have large potentiai in varies applications. Since elastic properties are the bases of various applications, we calculate these properties of wurtzite MnO b... The wurtzite MnO has been obtained lately and is expected to have large potentiai in varies applications. Since elastic properties are the bases of various applications, we calculate these properties of wurtzite MnO based on the density-functionai theory and compare it with other two phases of MnO (rocksalt and zinc-blende MnO). The Young's modulus of wurtzite and zinc-blende MnO are 65.6 GPa and 73.4 GPa, respectively, which are much lower than those of rocksaJt MnO (177.6 GPa). More importantly, both the Poisson ratio and the bulk modulus to shear modulus ratio indicate that wurtzite MnO should have much better ductile properties than rocksalt MnO. The calculated piezoelectric constants of wurtzite MnO are comparable to those of ZnO, This suggests wurtzite MnO is a good piezoelectric material. Furthermore, the slowness surfaces of acoustic waves of them are given from Christoffel equation. 展开更多
关键词 wurtzite MnO density functional calculation elastic properties piezoelectric properties acousticproperties
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