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台阶爆破孔间延时时间优化模拟实验研究

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为探究露天台阶爆破工程中孔间延时时间对爆破效果的影响规律,基于应力波与爆生气体共同作用理论,通过 Ansys/LS-Dyna软件建立双炮孔三维实体模型,对比不同孔间延时时间下岩体应力、动能及破碎形态的变化规律,探讨了延时时间与岩体爆破破碎效果之间的关系,引入岩体完整性系数对延时时间的选取方法进行优化,并进行了现场试验验证.结果表明:孔间延时时间过小及过大,均不利于爆破能量的充分利用,存在一个爆破效果最优的孔间延时时间;数值模拟与理论计算得到的合理孔间延时时间基本相符,结合现场试验的岩体完整性表现,修正后的延时时间选取方法具有较好的适用性,在现场爆破参数优化调整后,爆破大块率降低了 50%以上,为现场合理延时时间的确定提供了技术支持.
Simulation experiment research on optimization of differential delay time between step blasting holes
In order to explore the influence of inter hole delay time on the blasting effect in open-pit bench blasting engineering,based on the theory of stress wave and explosive gas interaction,a dual borehole three-dimensional solid model was established to compare the changes in rock mass stress,kinetic energy,and fragmentation morphology under different inter hole delay times.The relationship between delay time and rock mass blasting fragmentation effect was explored,The method for selecting delay time was optimized by introducing rock integrity coefficient and validated through on-site experiments.The results show that if the delay time between holes is too small or too large,it is not conducive to the full utilization of blasting energy,and there exists a delay time between holes with the best blasting effect;The reasonable inter hole delay time obtained from numerical simulation and theoretical calculation is basically consistent.Combined with the rock integrity performance of on-site tests,the modified delay time selection method has good applicability.After optimizing and adjusting the blasting parameters on site,the blasting block rate has been reduced by more than 50%,providing strong reference for determining the reasonable delay time on site.

bench blastingnumerical simulationdelay blastingblasting damage

孙增、崔峻语、韩文松、宫伟、张胜彬、蒋南洋

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成远矿业开发股份有限公司,辽宁 辽阳 111000

中国矿业大学(北京)力学与建筑工程学院,北京 100083

北京市勘察设计研究院有限公司,北京 100038

台阶爆破 数值模拟 延时爆破 爆破损伤

2024

工程爆破
中国工程爆破协会

工程爆破

CSTPCD北大核心
影响因子:0.848
ISSN:1006-7051
年,卷(期):2024.30(1)
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