巷道深孔掘进不同药径比爆破动力研究Study on Explosion Dynamics of Different Ratio of Charge to Hole Diameter in Deep Hole Tunnel Blasting
柴修伟,阎要锋,倪小山,习本军,徐亮,陈国祥,许奎
摘要(Abstract):
近年来,随着矿山机械化程度的不断提高,大型先进凿岩台车的普遍推广应用,某些矿山在深孔掘进爆破过程中出现了炮孔药径比不匹配的问题。为了确定合理的炮孔药径比,运用有限元数值模拟软件ANSYS/LS-DYNA构建巷道深孔爆破中装药结构的计算模型,4种炮孔药径比分别取1∶1、1∶1.2、1∶1.225、1∶1.25,对典型单元的应力云图和压力时程曲线进行对比分析。计算结果表明:当炸药与孔壁之间有空气介质存在时,应力波压力峰值会快速衰减,能够减少炮孔壁岩石的过粉碎或造成"再生岩石"现象。此外当炮孔药径比为1∶1时,单元压力峰值随着远离炮孔装药轴线衰减最快,而炮孔药径比1∶1.2时,压力峰值则衰减最慢。对于钻头直径Φ45mm的凿岩台车,合适的炸药药卷直径为Φ38~40mm,可依此指导矿山企业合理定购爆破器材。
关键词(KeyWords): 地下矿山;巷道掘进;深孔掏槽;药径比;动力分析
基金项目(Foundation): 湖北省教育厅科学技术研究项目(D20171506);; 湖北省安全生产专项资金项目(鄂安监发(2017)35号);; 武汉工程大学科学研究基金项目(13125042)
作者(Author): 柴修伟,阎要锋,倪小山,习本军,徐亮,陈国祥,许奎
参考文献(References):
- [1]郑祥滨,璩世杰,范利华,等.单螺旋空孔直眼掏糟成腔过程数值模拟研究[J].岩土力学,2008,29(9):2589-2594.[1]ZHENG Xiang-bin,QIU Shi-jie,FAN Li-hua,et al.Numerical simulation of cavity formation process by single helix parallel hole cut blasting[J].Rock and Soil Mechanics,2008,29(9):2589-2594.(in Chinese)
- [2]李萍.渐进式大直径空孔螺旋掏槽爆破参数的研究[D].武汉:武汉理工大学硕士学位论文,2010.[2]LI Ping.Study on blasting parameter of progressive large hole spiral cutting[D].Wuhan:Wuhan University of Technology,2010.(in Chinese)
- [3]单仁亮,黄宝龙,高文蛟,等.岩巷掘进准直眼掏槽爆破新技术应用实例分析[J].岩石力学与工程学报,2011,30(2):224-232.[3]SHAN Ren-liang,HUANU Bao-long,GAO Wen-jiao,et al.Case studies of new technology application of quasiparallel cut blasting in rock road way drivagc[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(2):224-232.(in Chinese)
- [4]郭东明,王豪,李孝林,等.益新矿中心大空孔掏槽爆破扩腔过程数值分析[J].爆破,2017,34(2):9-14.[4]GUO Dong-ming,WANG Hao,LI Xiao-lin,et al.Numerical analysis on expansion chamber process of large hollow hole cut blasting in Yixin coal mine[J].Blasting,2016,34(2):9-14.(in Chinese)
- [5]凌同华,曹峰,李洁.菱形楔形混合掏槽爆破的数值模拟研究与应用[J].爆破,2016,33(4):9-14,33.[5]LING Tong-hua,CAO Feng,LI Jie.Numerical simulation research and application of diamond and wedge-shaped cutting blasting[J].Blasting,2016,33(4):9-14,33.(in Chinese)
- [6]钟芮英,李公照.炮孔与药卷直径之最佳匹配[J].世界采矿快报,1994(3):10-11[6]ZHONG Rui-ying,LI Gong-zhao.The best match between the hole diameter and the diameter of the cartridge[J].The World Mining Letters,1994(3):10-11.(in Chinese)
- [7]YILMAZ O,UNLU T.Three dimensional numerical rock damage analysis under blasting load[J].Tunn Undergr Space Technol,2013,38:266-278.
- [8]JAE Kwang Ahn,DUHEE Park.Prediction of near-field wave attenuation due to a spherical blast source[J].Rock Mech Rock Eng,2017:1274-1276.
- [9]杨浩.巷道掘进爆破耦合装药对爆破效果的影响研究[D].淮南:安徽理工大学硕士学位论文,2016.[9]YANG Hao.Tunneling blasting charge coupled to study the influence of blasting effect[D].Huainan:Anhui University of Science and Technology,2016.(in Chinese)
- [10]罗强.装药结构对岩体内爆炸应力场的影响研究[D].淮南:安徽理工大学硕士学位论文,2006.[10]LUO Qiang.Study on the influence of blast stress field in rock mass due to modification of charge structure[D].Huainan:Anhui University of Science and Technology,2006.(in Chinese)
- [11]宗琦,马亚东,汪海波.煤矿硬岩巷道掘进大直径炮孔爆破试验研究[J].爆破,2017,34(1):47-51.[11]ZONG Qi,MA Ya-dong,WANG Hai-bo.Large diameter hole blasting experimental in hard rock roadway of coalmine[J].Blasting,2017,34(1):47-51.(in Chinese)
- [12]J R布里克曼.分离冲击波和气体膨胀作用的破碎机理[C]∥第二届爆破破岩国际会议论文集.长江科学研究院水利水电爆破咨询服务部,译.1990(12):7-15.