尖山礦區(qū)傾斜—急傾斜中厚礦體采場結(jié)構(gòu)參數(shù)研究
[Abstract]:Due to the influence of the upper and lower side wall in the drawing process of the dipping and steep inclined medium thick orebody in the Jianshan mining area, the residual amount in the lower wall is too large, and the ore loss and dilution are serious, and so on. The sublevel caving method is adopted in the inclined and steeply inclined medium thick ore bodies. The caving loose is affected by the upper and lower side wall during the drawing process, and the release body changes. At present, there is little research on the flow law of the loose body at home and abroad. In order to reduce the loss and dilution of steeply inclined medium thick orebody in Jianshan mining area, combined with the occurrence of orebody and mining technology, the physical similarity simulation is used as the research method in this paper. Using the improved method of reaching hole volume and 3Dmine software to complete the delineation of the releasing body under the condition of inclined edge wall, the shape of the residual body was obtained by experiments. In this paper, the characteristics of the shape of the caving rock, the movement of the ore scattered body and the ore remnant in the footwall are analyzed under the influence of the upper and lower side wall of the caving ore. The main work is as follows: regional geological data, orebody occurrence characteristics, engineering geology and hydrogeological characteristics are collected by consulting data. According to the occurrence characteristics of steeply inclined medium thick ore bodies in Jianshan mining area, two simulation experiments of ore sections were carried out by using similar model tests, and the loss and dilution of ores were measured and analyzed. Through the above work, the following conclusions are obtained: drawing out the shape of the discharge body through the experiment of the tip of the steeply inclined and thick ore body, and fitting the shape of the discharge body in the unaffected area of the moving area of the ore and rock. The flow parameters of the ore pellets are as follows: 偽 = 1.3864; 尾 = 0.2496; 偽 1n = 1.132; 尾 1n = 0.324.When 偽 = 1.3864l / ln2n 2, it shows that the exfoliator is narrower in upper part and wider in lower part. Based on the analysis of the stability of ore and the main loss forms of ore, in order to improve the recovery rate of ore, the loss and dilution of ore are improved by optimizing the structural parameters of stope. Through the optimization of stope structure parameters, the optimum structural parameters of stope with sublevel caving without bottom pillar are as follows: (h) of subsection height is 20m, step distance of drawing is 5.2mand (R) of caving is 3.5m. In this paper, the horizontal profile method and 3Dmine software are used to creatively complete the accurate delineation of the drawing body under the condition of inclined edge wall, which provides a reference for the study of drawing law and mine production under this kind of conditions.
【學(xué)位授予單位】:昆明理工大學(xué)
【學(xué)位級別】:碩士
【學(xué)位授予年份】:2015
【分類號】:TD851
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 何榮興;任鳳玉;;北氵名河鐵礦深部礦體采場結(jié)構(gòu)參數(shù)優(yōu)化[J];金屬礦山;2012年06期
2 趙慶和;鐘叔玉;;崩落礦巖流動性分類的研究[J];昆明工學(xué)院學(xué)報;1993年03期
3 孫鋒剛;郭進(jìn)平;李博;王月月;;楊家壩鐵礦室內(nèi)物理放礦模擬實(shí)驗[J];礦業(yè)研究與開發(fā);2013年02期
4 柳小波;韓文成;高英勇;;崩落散體流動空位填充法及其應(yīng)用[J];黃金;2013年07期
5 潘貴豪;明世祥;徐蘭軍;;無底柱分段崩落法放礦模型研究及應(yīng)用[J];礦業(yè)研究與開發(fā);2014年01期
6 李彬;許夢國;程愛平;孫毅民;;程潮鐵礦放礦模擬試驗研究[J];有色金屬(礦山部分);2011年05期
7 張國聯(lián),宋守志,邱景平;無底柱分段崩落法大結(jié)構(gòu)參數(shù)實(shí)驗研究[J];中國礦業(yè);2003年06期
8 喬登攀,李文增,張丹,任鳳玉;放礦理論研究現(xiàn)狀存在問題及發(fā)展方向[J];中國礦業(yè);2004年10期
9 張國建;翟會超;;無底柱分段崩落法放出體、松動體、崩落體三者關(guān)系模型[J];中國礦業(yè);2010年03期
10 安龍;徐帥;李元輝;彭建宇;;基于多方法聯(lián)合的崩落法崩礦步距優(yōu)化[J];巖石力學(xué)與工程學(xué)報;2013年04期
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