剥落
钢筋
煤矿开采
煤
鼓
屋顶
结构工程
工程类
复合数
极限抗拉强度
采矿工程
岩土工程
材料科学
复合材料
机械工程
废物管理
作者
Huazhe Jiao,Wenbo Yang,Xinming Chen,Liuhua Yang,Zhen Li
出处
期刊:Energies
[MDPI AG]
日期:2022-04-28
卷期号:15 (9): 3233-3233
被引量:3
摘要
A larger mining height leads to easy caving of the coal wall in the working face. The flexible reinforcement method during the mining period of the working face affects the normal mining of the working face, and the high strength of the traditional bolt/cable material affects the operation of the shearer drum, so it is necessary to seek a reinforcement material which does not affect the production and the drum coal cutting. This paper proposed a technical scheme of coal wall reinforcement by pre-grouting with a cuttable aluminum–plastic composite pipe which is easy to cut during mining in the working face, tested the mechanical properties of the “grouting + flexible pipe” specimen, and obtained the optimal support spacing by numerical simulation and carrying out an industrial test. The results show that the tensile strength of aluminum–plastic composite pipe is much higher than that of coal spalling and the elongation is much higher than that of the anchor rod. When double-row composite grouting holes are arranged 1.5 and 3.0 m away from the roof, the supporting effect is better. Underground grouting shows that pre-grouting before mining according to the advancing speed of the working face 10–14 days in advance can effectively fill the coal cracks and significantly improve the integrity of the coal wall.
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