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立井硬岩深孔锥形掏槽爆破技术研究
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摘要
针对立井深孔掏槽爆破在坚硬岩石中的爆破效果不理想,无法满足生产需要,以及爆破作用下自由面岩石抛掷速度过大损坏吊盘设备等问题,本文采用理论分析、数值模拟与实验研究等方法对深孔掏槽爆破技术进行了系统的剖析和研究。论文首先构建深孔锥形掏槽简化力学模型,研究槽腔成形机理及爆破效果影响因素;分析研究了RHT材料本构模型,推演了岩石RHT本构主要参数的确定方法,在闪长岩样本基础力学性能试验基础上,确定了闪长岩RHT材料本构参数,并以实验结果与国内外已发表的成果进行验证;采用AUTODYN软件构建不同形式的5m深炮孔的立井井筒掏槽爆破等比例模型,数值计算后获得了不同孔数、不同填塞长度以及不同倾斜角度下的深孔锥形掏槽槽腔成形及自由面岩石抛掷速度规律,同时进行了抛掷速度测试实验,实验结果验证了数值模拟结果的准确性;文章最后通过大量现场试验,设计了最优的深孔掏槽爆破方案及参数,不仅提高了爆破效果,还节省成本、提高井筒掘进速度。
In vertical shaft construction, long-hole pyramid cut blasting technology canreduce the burden area at the bottom of the hole, which can effectively restrain theholder made of rock, so as to strengthen the break and cast of rock, enhance formingthe cut cavity. This thesis mainly studies on the problem about the speed of free facerock when using the pyramid cut blasting technology in the vertical shaft construction,which impacts on the hanging scaffold device. This thesis also has a systematicanalysis of effect factors of long-hole pyramid cut blasting technology. This thesismainly researches the RHT material constitutive model, and dedue the determinationmethod of rock RHT material constitutive model. With the basic mechanical propertytests of diorite, this thesis gains the parameters of rock RHT material constitutivemodel. Using business software AUTODYN to build the half equal proportion modelof5m depth hole cut blasting, through the numerical calculation, This thesis gains thelaw of cut cavity forming and cut speed of free face rock with different number ofholes, tamping and dip angle. Finally This thesis has done a lot of tests, not onlyverifying the result of simulation,but also determining the best vertical shaft blastingproject and parameters.
引文
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