Analysis of the Possibilities of Using Composite Structural C-Channels as Lining for an Arch Support in Mining Excavation

IF 1.2 4区 工程技术 Q3 MINING & MINERAL PROCESSING
M. Rotkegel, J. Korol, Dagmara Sobczak
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引用次数: 0

Abstract

the article is the result of a project aimed at developing and implementing a design of composite accessories for support in excavations located in underground hard coal mines. the research team verified the possibility of using elements made of prefabricated composite structural profile as an alternative to steel and reinforced concrete lining elements used to improve support’s stability and protect against rockfall. this paper includes a research experiment on the possibilities of using a composite c-profile element as lining made in the pultrusion technology with a longitudinal position of the roving. the prefabricated structural profiles were adapted to the function by designing seatings for fitting the flanges for arch support’s V-profiles. Prototypes of these elements were subjected to bench tests in compliance with the guidelines for testing mesh linings. In addition, computer simulations using the finite element method were carried out. the values obtained during the tests were compared with the requirements for lightweight mesh and included the Polish standard PN-g-15050 and reinforced A-type concrete lining defined in the standard PN-g-06021. the team determined the areas where material strength exceeded and the structure was damaged. Despite the limited quantity of laboratory tests and lack of field tests in actual mining conditions, it was possible to address the argument of the research and determine whether it is possible to use c-profile made in the pultrusion technology as a lining element.
复合结构c形通道衬砌采矿开挖拱支护的可行性分析
本文是一个项目的结果,旨在开发和实现一种复合附件的支护位于地下硬煤矿的挖掘。研究小组验证了使用预制复合结构型材制成的元件作为钢和钢筋混凝土衬里元件的可能性,这些衬里元件用于提高支架的稳定性和防止落石。本文对粗纱纵向位置采用拉挤工艺制作复合c型构件作衬里的可能性进行了试验研究。通过设计拱架v型法兰的配合座,使预制结构轮廓适应功能。根据测试网格衬里的指导方针,对这些元件的原型进行了台架测试。此外,利用有限元方法进行了计算机模拟。试验中获得的数值与轻型网格的要求进行了比较,包括波兰标准PN-g-15050和标准PN-g-06021中定义的钢筋a型混凝土衬砌。该团队确定了材料强度超过和结构损坏的区域。尽管实验室试验数量有限,缺乏实际采矿条件下的现场试验,但仍有可能解决研究中的论点,并确定是否有可能使用拉挤技术中制成的c型型材作为衬里元件。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Archives of Mining Sciences
Archives of Mining Sciences 工程技术-矿业与矿物加工
CiteScore
2.40
自引率
16.70%
发文量
0
审稿时长
20 months
期刊介绍: Archives of Mining Sciences (AMS) is concerned with original research, new developments and case studies in mining sciences and energy, civil engineering and environmental engineering. The journal provides an international forum for the publication of high quality research results in: mining technologies, mineral processing, stability of mine workings, mining machine science, ventilation systems, rock mechanics, termodynamics, underground storage of oil and gas, mining and engineering geology, geotechnical engineering, tunnelling, design and construction of tunnels, design and construction on mining areas, mining geodesy, environmental protection in mining, revitalisation of postindustrial areas. Papers are welcomed on all relevant topics and especially on theoretical developments, analytical methods, numerical methods, rock testing, site investigation, and case studies.
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