邓哲, 路增祥, 王少阳, 马强英. 上部卸矿冲击对储矿段井壁侧压力分布的影响及其机理[J]. 有色金属科学与工程, 2023, 14(2): 257-263. DOI: 10.13264/j.cnki.ysjskx.2023.02.013
引用本文: 邓哲, 路增祥, 王少阳, 马强英. 上部卸矿冲击对储矿段井壁侧压力分布的影响及其机理[J]. 有色金属科学与工程, 2023, 14(2): 257-263. DOI: 10.13264/j.cnki.ysjskx.2023.02.013
DENG Zhe, LU Zengxiang, WANG Shaoyang, MA Qiangying. Influence and mechanism of upper unloading impact on the pressure distribution of the sidewall in the storage section of the orepass[J]. Nonferrous Metals Science and Engineering, 2023, 14(2): 257-263. DOI: 10.13264/j.cnki.ysjskx.2023.02.013
Citation: DENG Zhe, LU Zengxiang, WANG Shaoyang, MA Qiangying. Influence and mechanism of upper unloading impact on the pressure distribution of the sidewall in the storage section of the orepass[J]. Nonferrous Metals Science and Engineering, 2023, 14(2): 257-263. DOI: 10.13264/j.cnki.ysjskx.2023.02.013

上部卸矿冲击对储矿段井壁侧压力分布的影响及其机理

Influence and mechanism of upper unloading impact on the pressure distribution of the sidewall in the storage section of the orepass

  • 摘要: 为研究溜井上部卸矿冲击对储矿段井壁损伤破坏的影响,以顺丰铁矿溜井储矿段为背景,构建了放矿口中心与溜井中心重合条件下的颗粒流离散元模型,研究了不同卸矿高度下,卸矿冲击对储矿段井壁侧压力值分布和矿岩散体内部的力链结构变化影响。结果表明:①卸矿冲击对井壁侧压力的影响主要集中在井内储料面下14 m范围以内,井壁侧压力的变化与矿岩下落高度呈正相关;②不同卸矿高度冲击下,储料散体内部横向力链的演变引起了井壁侧压力变化,而纵向力链演变导致了井内储料产生冲击夯实效果;③储料内同一平面下的井壁侧压力值具有非均布特征,其差异性与矿岩块的冲击位置以及冲击矿岩块携带能量与储料散体的空隙率大小密切相关。研究成果有助于矿山建立合理的储矿段储料高度与卸矿高度之间的匹配关系,防范储矿段堵塞和降低井壁的磨损问题。

     

    Abstract: To study the influence of unloading impact from the upper part of the orepass on the sidewall damage in the storage section, a discrete element model of particle flow in the storage section under the condition that the center of the ore-drawing port and the center of the orepass coincided was constructed by taking the ore storage section in the orepass of Shunfeng Iron Mine as a case study. The influence of unloading impact on the pressure distribute on the sidewall of the storage section at different unloading heights and the structural changes of the force chain inside the ore-rock bulk were studied in this paper. The results showed that: ①the influence of the unloading impact from the upper part of the orepass on sidewall pressure was mainly concentrated in the range of 14 m below the storage surface in the storage section of the orepass so that the variation of lateral pressure on the sidewall was positively correlated with the height of rock fall; ②under the impact of different unloading heights, the evolution of the lateral force chain caused the changes of the lateral pressure of the orepass, while the evolution of the longitudinal force chain led to the impact and compaction effect on the storage material in the orepass; ③the lateral pressure value of the sidewall under the same plane within the storage material had non-homogeneous characteristics, and its difference was closely related to the impact location of the ore-rock block, the energy carried by the impacted one and the void ratio of the storage material bulk in the orepass. The research results can help mines establish a reasonable matching relationship between the storage height of the ore storage section and the unloading height, which is beneficial to prevent the blockage of the ore storage section and reduce the wear of the orepass wall.

     

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