(1. School of Civil Engineering,North China University of Technology,Beijing 100141,China;2. School of Mechanics and
Civil Engineering,China University of Mining and Technology(Beijing),Beijing 100083,China;
3. Yangquan Coal Industry(Group) Co.,Ltd.,Yangquan,Shanxi 045000,China)
Abstract:In order to study the rock-breaking mechanisms and technical advantages of the two-step cutting technology,the stress wave propagation,the effective stress peak and the rock failure type of the two-step cutting technology and the ordinary wedge cutting are compared by numerical simulation. Laboratory test and field test are carried out to analyze the advantages and disadvantages of the two types of cutting technology. The results show that the two types of cutting have two stress peaks,but present obvious difference in the cutting mechanisms due to the different energy release orders of blasting. For the ordinary wedge cutting,the 1st stress peak is created by cutting hole blasting with a form of compressive breaking,while the 2nd stress peak results from mid-hole blasting companied by compressive failure of the bottom rock of the cutting hole and followed by throwing rock. For the two-step cutting,the 1st stress peak is created by mid-hole blasting,leading to compressive failure and creating a pre-cracking zone,and the 2nd stress peak is created by cutting hole blasting,presenting main compressive failure and secondary tensile failure and creating the compressive and tensile failure zones which form a three-zone coupling failure with the pre-cracking zone. Both model experiment and numerical simulation show that the shape of the ordinary wedge cutting is similar to a horn and the rupture surface is 30° with respect to the blasthole,while that the two-step cutting is similar to a prism shape and the rupture surface is 0° with respect to the blasthole. Model experiment and engineering practice also indicate that the two-step cutting technology is superior to the ordinary wedge cutting technology in terms of blasting footage,blasthole utilization rate and bulk rate,and has good applicability.
李廷春,刘洪强. 煤矿下山巷道爆破掘进技术试验研究[J]. 岩土力学,2012,33(1):35-40.(LI Tingchun,LIU Hongqiang. Experimental study of blasting technology of dip roadway excavation in coal mine[J]. Rock and Soil Mechanics,2012,33(1):35-40.(in Chinese))
[3]
王文龙. 钻眼爆破[M]. 北京:煤炭工业出版社,1984:30-35.(WANG Wenlong. Drilling and Blasting[M]. Beijing:China Coal Industry Publishing Home,1984:30-35.(in Chinese))
[2]
李爱军. 钻爆法岩巷四位一体快速掘进技术研究与应用[J]. 煤炭科学技术,2017,45(7):39-43.(LI Aijun. Research and application of four-in-one rock drift rapid excavation technology based on drilling and blasting method[J]. Coal Science and Technology,2017,45(7):39-43.(in Chinese))
[4]
龚 敏,文 斌,王 华. 掏槽参数对煤矿岩巷爆破效果的影响[J]. 爆炸与冲击,2015,35(4):576-584.(GONG Min,WEN Bin,WANG Hua. Influences of cut parameters on blasting effect in rock roadway of coal mine[J]. Explosion and Shock Waves,2015,35(4):576-584.(in Chinese))
[1]
杨仁树. 我国煤矿岩巷安全高效掘进技术现状与展望[J]. 煤炭科学技术,2013,41(9):18-23.(YANG Renshu. Present status and outlook on safety and high efficient heading technology of mine rock roadway in China[J]. Coal Science and Technology,2013,41(9):18-23.(in Chinese))
[5]
袁文华,马芹永. 煤矿深部岩石力学性能试验分析与硬岩巷道快速掘进方法研究[J]. 岩石力学与工程学报,2010,29(增1):2 853- 2 857.(YUAN Wenhua,MA Qinyong. Study of rock mechanical propertise and rapid excavation method for hard rock roadways in deep coal mine[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(Supp.1):2 853-2 857.(in Chinese))
[6]
张 奇,杨永琦,员永峰,等. 直眼掏槽爆破效果的影响因素分析[J]. 岩土力学,2001,22(2):144-147.(ZHANG Qi,YANG Yongqi,YUAN Yongfeng,et al. Study on the factors affecting parallel hole cut blasting[J]. Rock and Soil Mechanics,2001,22(2):144-147.(in Chinese))
[8]
袁文华,马芹永,黄 伟. 楔形掏槽微差爆破模型试验与分析[J]. 岩石力学与工程学报,2012,31(增1):3 352-3 356.(YUAN Wenhua,MA Qinyong,HUANG Wei. Model experiment and analysis of wedge-shaped cutting millisecond blasting[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(Supp.1):3 352-3 356. (in Chinese))
[11]
陈士海,魏海霞,薛爱芝. 坚硬岩石巷道中深孔掏槽爆破试验研究[J]. 岩石力学与工程学报,2007,36(增1):3 498-3 502.(CHEN Shihai,WEI Haixia,XUE Aizhi. Testing study on middle deep cut-hole blasting in hard rock tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2007,36(Supp.1):3 498-3 502.(in Chinese))
[13]
龚 敏,王灿华,梁立勋,等. 硬岩掘进中主要爆破参数的确定与作用[J]. 煤炭学报,2015,40(7):1 526-1 533.(GONG Min,WANG Canhua,LIANG Lixun,et al. Function analysis and confirming method of key blasting parameters for excavating in hard rock[J]. Journal of China Coal Society,2015,40(7):1 526-1 533.(in Chinese))
[15]
谢理想,卢文波,姜清辉,等. 深部岩体在掏槽爆破过程中的损伤演化机制[J]. 中南大学学报:自然科学版,2017,48(5):1 252- 1 260. (XIE Lixiang,LU Wenbo,JIANG Qinghui,etal. Damage evolution mechanism of deep rock mass in process of cut blasting[J]. Journal of Central South University:Science and Technology,2017,48(5):1 252-1 260.(in Chinese))
[16]
杨国梁,姜琳琳,杨仁树. 复式楔形深孔掏槽爆破研究[J]. 中国矿业大学学报,2013,42(5):755-760.(YANG Guoliang,JIANG Linlin,YANG Renshu. Investigation of cutblasting with duplex wedge deep holes[J]. Journal of China University of Mining and Technology,2013,42(5):755-760.(in Chinese))
[18]
张召冉,杨仁树. 岩石巷道“多阶段”掏槽技术及应用研究[J]. 岩石力学与工程学报,2019,38(3):551-559.(ZHANG Zhaoran,YANG Renshu. Multi-step cutting technology and its application in rock roadways[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(3):551-559.(in Chinese))
[7]
张 炜,张东升,邵 鹏,等. 深部高应力岩巷快速钻爆施工技术[J]. 煤炭学报,2011,36(1):43-48.(ZHANG Wei,ZHANG Dongsheng,SHAO Peng,et al. Fast drilling and blasting construction technology for deep high stress rock roadway[J]. Journal of China Coal Society,2011,36(1):43-48.(in Chinese))
[17]
郑祥滨,璩世杰,范利华,等. 单螺旋空孔直眼掏槽成腔过程数值模拟研究[J]. 岩土力学,2008,(9):2 589-2 594.(ZHENG Xiangbin,QU Shijie,FAN Lihua,et al. Numerical simulation of cavity formation process by single helix parallel hole cut blasting[J]. Rock and Soil Mechanics,2008,(9):2 589-2 594.(in Chinese))
[10]
余永强,王 超,褚怀保,等. 硬岩巷道中深孔爆破掘进复楔形掏槽试验研究[J]. 爆破,2013,30(2):95-99.(YU Yongqiang,WANG Chao,CHU Huaibao,et al. Duplex wedge cutting on mid-depth borehole tunneling blasting in hard rock[J]. Blasting,2013,30(2):95-99.(in Chinese))
[12]
汪海波,宗 琦,赵要才. 立井大直径中空孔直眼掏槽爆炸应力场数值模拟分析与应用[J]. 岩石力学与工程学报,2015,34(增1): 3 223-3 229.(WANG Haibo,ZONG Qi,ZHAO Yaocai. Numerical analysis and application of large diameter cavity parallel cut blasting stress field in vertical shaft[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(Supp.1):3 223-3 229.(in Chinese))
[14]
胡建华,杨 春,周科平,等. 单楔形掏槽爆破腔体时空演化及应用[J]. 中南大学学报:自然科学版,2017,48(12):3 309-3 315.(HU Jianhua,YANG Chun,ZHOU Keping,et al. Temporal-spatial evolution and application of blasting cavity of single wedge cutting[J]. Journal of Central South University:Science and Technology,2017,48(12):3 309-3 315.(in Chinese))