用点攻镐冲击切割坚硬岩石:单位长度切割槽的比能量消耗和击打次数与冲击能量和切割参数的关系

Q3 Engineering
T. Shepel, C. Drebenstedt
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引用次数: 0

摘要

硬岩非爆破开挖的可持续技术解决方案的发展一直是世界范围内许多研究人员和工程师努力的前沿。本文讨论了用点攻镐冲击切割法在硬岩开挖中的适用性。基于室内试验结果,建立了冲击能量和切削参数与切削槽单位长度比能耗和击打次数关系的回归模型。采用单轴抗压强度分别为139 MPa、205 MPa和79 MPa的砂岩、花岗闪长岩和白云岩等硬岩试样进行切割试验。研究表明,如果单次冲击能量超过每毫米切割深度20-30焦耳,则可以有效切割试验中使用的岩石。讨论了目前可实现的最大切削速度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Percussive cutting of hard rocks with point attack picks: dependency of specific energy consumption and number of blows per unit length of cut groove on impact energy and cutting parameters
The development of sustainable technological solutions for the non-blasting excavation of hard rocks remains at the forefront of efforts of many researchers and engineers worldwide. This paper discusses the applicability of the percussive cutting method with the use of point attack picks for hard rock excavation applications. Based on laboratory test results, regression models describing dependencies of the specific energy consumption and the number of blows per unit length of cut groove on the impact energy and cutting parameters were developed. Several hard rocks such as sandstone, granodiorite and dolomite samples with respective uniaxial compressive strengths of 139 MPa, 205 MPa and 79 MPa, were used in the cutting tests. The study has demonstrated that effective cutting of rocks used in the tests is possible if the single impact energy exceeds 20-30 Joules per mm of cut depth. The currently achievable maximum cutting speed is discussed.
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来源期刊
International Journal of Mining and Mineral Engineering
International Journal of Mining and Mineral Engineering Engineering-Industrial and Manufacturing Engineering
CiteScore
1.90
自引率
0.00%
发文量
1
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