开采钛矿床时斗轮挖掘机前进沟技术参数的论证

Q3 Engineering
M. Chebanov, H. Pcholkin, A. Makurin, O. Lozhnikov
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引用次数: 0

摘要

目的论证轮斗挖掘机先进覆土工作台技术方案的参数,以降低维尔诺希尔斯克采矿冶金厂 7 号坑道覆土工作的成本。方法。通过图形分析法确定斗轮挖掘机技术方案的参数,其中包括考虑采矿机械的技术特性、采矿岩石的物理和机械特性以及先进覆土工作台的稳定坡角。通过对覆土工程的具体成本进行技术和经济计算,证实了采用前进沟技术方案的有效性。研究结果评估了采用前向掘进技术方案增加覆土台阶高度的可能性。前方坑道的合理参数,其中轮斗挖掘机可开发出一个容量为 40 米的前方坑道台阶,稳定坡角为 30°。这样可以减少采矿运输设备的数量,并将覆土成本最多降低 50%。独创性。确定了 ERShR-1600-40/7 型挖掘机在最大挖掘高度时覆盖层边坡的最小坡角,即在边坡高度为 40 米时为 40°。还确定了所产生的坡角与采矿岩体的再开挖系数之间的关系。因此可以断言,当该角度增大时,再开挖率将降低。根据研究结果,在维尔诺希尔斯克采矿和冶金计划条件下,采用前向沟槽技术方案时,覆岩再开挖系数为 k = 0.09。实用价值。利用带前倾沟槽的斗轮挖掘机开发先进的覆土台阶技术方案可以增加台阶的开发高度。这样就可以通过使用自卸卡车运输采矿系统中的垃圾来降低覆土工程的运营成本。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Substantiation of the technological parameters of bucket-wheel excavator forward trench when mining titanium deposits
Purpose. To justify the parameters of the technological scheme of working out an advanced overburden bench by a bucket-wheel excavator, to reduce the cost of overburden work at Pit 7 of Vilnohirsk Mining and Metallurgical Plant. Methodology. Setting the parameters of the technological scheme of the bucket-wheel excavator was performed by the graphic-analytical method, which involves taking into account the technical characteristics of the mining machine, the physical and mechanical properties of the mining rocks and the stable slope angle of the advanced overburden bench. The substantiation of the effectiveness of application of the technological scheme with a forward trench was made by the technical and economic calculation of the specific costs on overburden works. Findings. The possibility of increasing the height of the overburden bench when using a technological scheme with a forward trench was evaluated. Reasonable parameters of the forward trench, in which the bucket-wheel excavator can develop a forward pit bench with a capacity of 40 m with a stable slope angle of 30°. This allows reducing the amount of mining haulage equipment and reducing overburden costs by up to 50 %. Originality. The minimum slope angle of the overburden slope at the maximum digging height of the ERShR-1600-40/7 excavator, which is equal to 40° at a slope height of 40 m, was established. The dependence of the resulting slope angle of on the re-excavation coefficient of the mining rock mass was established. This makes it possible to assert that when this angle is increased the re-excavation rate will decrease. It was established that at the applying technological scheme with a forward trench in the conditions of Vilnohirsk MMP, the coefficient of overburden re-excavation will be k = 0.09. Practical value. A technological scheme for the development of an advanced overburden bench by the bucket-wheel excavator with a forward trench allows increasing its developed bench height. This makes it possible to reduce the operational cost for overburden works by refuse from haulage mining system with dump trucks.
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来源期刊
CiteScore
1.70
自引率
0.00%
发文量
148
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