中国安全生产科学技术
中國安全生產科學技術
중국안전생산과학기술
JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY
2014年
12期
10-16
,共7页
陈杰%罗周全%谢承煜%汪伟
陳傑%囉週全%謝承煜%汪偉
진걸%라주전%사승욱%왕위
溜井%冲击损伤%摩擦损伤%CMS
霤井%遲擊損傷%摩抆損傷%CMS
류정%충격손상%마찰손상%CMS
chute%impact damage%friction damage%CMS
主溜井放矿过程中矿石对溜井的冲击和磨损易造成溜井的变形、失稳和垮塌。为深入分析溜井的损伤机理,构建了溜井受矿石冲击的冲击损伤理论模型和受矿石摩擦的磨擦损伤理论模型。基于冲击损伤理论模型,运用MATLAB计算得到溜井受矿石冲击的冲量分布规律。通过空区激光探测系统( CMS)探测获取溜井三维信息并导入到SURPAC中生成三维可视化模型,准确获取了溜井垮塌区三维形态和实际边界。基于损伤分析和探测模型对溜井垮塌现状提出了修复方案。结果表明:通过溜井冲击损伤模型可定量计算得到溜井受冲击的区域冲量分布规律;通过探测获取的溜井垮塌区域与计算得到溜井受冲击的区域结果基本一致;溜井探测模型分析结果能支持溜井冲击损伤理论模型和摩擦损伤模型。
主霤井放礦過程中礦石對霤井的遲擊和磨損易造成霤井的變形、失穩和垮塌。為深入分析霤井的損傷機理,構建瞭霤井受礦石遲擊的遲擊損傷理論模型和受礦石摩抆的磨抆損傷理論模型。基于遲擊損傷理論模型,運用MATLAB計算得到霤井受礦石遲擊的遲量分佈規律。通過空區激光探測繫統( CMS)探測穫取霤井三維信息併導入到SURPAC中生成三維可視化模型,準確穫取瞭霤井垮塌區三維形態和實際邊界。基于損傷分析和探測模型對霤井垮塌現狀提齣瞭脩複方案。結果錶明:通過霤井遲擊損傷模型可定量計算得到霤井受遲擊的區域遲量分佈規律;通過探測穫取的霤井垮塌區域與計算得到霤井受遲擊的區域結果基本一緻;霤井探測模型分析結果能支持霤井遲擊損傷理論模型和摩抆損傷模型。
주류정방광과정중광석대류정적충격화마손역조성류정적변형、실은화과탑。위심입분석류정적손상궤리,구건료류정수광석충격적충격손상이론모형화수광석마찰적마찰손상이론모형。기우충격손상이론모형,운용MATLAB계산득도류정수광석충격적충량분포규률。통과공구격광탐측계통( CMS)탐측획취류정삼유신식병도입도SURPAC중생성삼유가시화모형,준학획취료류정과탑구삼유형태화실제변계。기우손상분석화탐측모형대류정과탑현상제출료수복방안。결과표명:통과류정충격손상모형가정량계산득도류정수충격적구역충량분포규률;통과탐측획취적류정과탑구역여계산득도류정수충격적구역결과기본일치;류정탐측모형분석결과능지지류정충격손상이론모형화마찰손상모형。
In the ore process of main chute, the impact and abrasion by ore may lead to the deformation, instability and collapse of chute.For an in-depth analysis on the damage mechanism of chute, theoretical models of impact damage and friction damage were established.Based on theoretical model of impact damage, the distribution law of impulse by impact of rock on chute was obtained by MATLAB calculation.The 3D information of chute was ob-tained by using of capacity monitoring system ( CMS) , and was imported into 3D software SURPAC to generate the 3D visualization model, and the 3D shape and practical boundary of chute collapsed area were accurately obtained. The rehabilitation program to the current status of chute collapse was put forward based on models of damage analy-sis and monitoring.The results showed that:1)The impulse distribution in impacted area of chute can be quantita-tively calculated through chute impact damage model;2 ) The chute collapsed area by monitoring is basically identi-cal with the calculation result.3) The impact damage theoretical model and friction damage theoretical model can be supported by the analysis results of chute monitoring model.