确定了选头机残材装置的合理参数

S. Felonenko, V. Gubkina, O. Tverdokhlib, O. Trofymova
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摘要

目的。就建议的复盖方案进行研究,以支援挖掘顶板,并确保顶板维修,避免坍塌及保护人员和机构。为了研究一个特定的目标,对工作区域现有的用于维护顶板岩石的工具进行了专家评估,这些工具涉及人员和机械。方法包括应用软件和计算机模拟具有拱形设计选项的开采岩石的相互作用过程。发现。简要分析了为矿山准备和永久工作提供临时紧固的最常用结构。提出了屋顶设计方案和临时紧固元件。确定了四段重叠的参数。计算了作用在顶板支护结构上的荷载和确定岩石荷载、部分顶板层和“土”的强度所需的系数以及齿条液压缸中的力。创意。在掘进机工作区域采用临时拱形固定,既减少了大量的工艺操作和体力劳动,又提高了维修人员的安全性。隧道工程的速度应该加快。实用价值。本文通过对某易塌顶板选择性掘进机的性能分析,提出了对掘进机进行建设性改进的研究结果。其组成可能因采矿和地质条件的不同而不同。通过计算和设计方案验证了所得参数的正确性。提供结构刚性和强度的紧固的最小质量显著降低。所得结果可应用于地下隧道和其他类似工程,以及公路和铁路的建设。该装置的设计提供了根据矿井顶板情况调整高度的可能性。
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Substantiating rational parameters for a stull-timbered device of the selective heading machine
Purpose. To carry out the studies of proposed options for overlapping to support excavation roof and ensure roof maintenance to avoid collapse and protect people and mechanisms. To study a specified goal, an expert assessment of the existing tools to maintain roof rocks in the working area where people and mechanisms are engaged has been carried out. Methodology consists in applying software and computer simulation of interaction processes of mining rocks with arched design options. Findings. A short analysis of the most commonly applied structures to provide temporary fastening of preparatory and permanent mine workings has been carried out. The options for a roof design and the elements for temporary fastening are proposed. The parameters for four sectional overlapping have been substantiated. The loads acting on the roof-supporting structure and the coefficients required to determine the rock loads, the strength of some roof layers and "soil" as well as the forces in the rack hydraulic cylinder have been calculated. Originality. Applying temporary arched fastening in the working area of a tunneling machine promotes reducing a number of technological operations and manual labor employment as well as enhancing maintenance personnel safety. The speed of tunneling works is supposed to increase. Practical value. It is based on the analysis of a selective heading machine performance with an easily collapsed roof, study results to achieve a constructive machine improvement are presented. Its components may vary depending on mining and geological conditions of the work. The obtained parameters are verified by calculations and design solutions. The minimum mass of the fastening that provides both rigidity and strength of the structure is significantly reduced. Obtained results can be applied in underground tunneling and other similar works as well as in constructing roads and railways. The design of the device gives the possibility to adjust the height depending on the mine roof condition.
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