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Integrated Disposal of Paste Backfill and Surface High-Concentration Tailings Stacking at Chambishi Copper Mine

机译:粘贴回填和表面高浓度尾矿的综合处理堆叠在Chambishi铜矿

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Inspired by the success of cemented paste backfill in the west orebody of Chambishi Copper Mine,integrated disposal of paste backfill and surface high-concentration tailings stacking was applied inthe southeast orebody. This paper presents the integrated disposal system, including two deep conethickeners, double-shaft horizontal mixer, two plunger pumps for underground backfill and threediaphragm pumps for surface stacking. The challenges of the integrated disposal system were deepbackfilling (0.98 km) and long-distance discharging (15 km), so a combination of gravity flow andpumping was used in paste backfill and three diaphragm pumps with a preset pressure of 7 MPawere applied for surface stacking. The annual ore production in the southeast orebody is 3.3 Mt,which is 3.3 times larger than that of the west orebody. Therefore, the capacity of the integrateddisposal system also needs to be expanded. The capacity of the paste backfill system and surfacestacking system were 160 m3/h with paste concentration of 75 wt.% and 265 m3/h with slurryconcentration of 55 wt.%, respectively. In the first phase, the cement to tailings ratios for primary andsecond stopes are 1/8 and 1/24 respectively. To meet the backfill strength and reduce the cost, wasterock will be added in paste backfill in the second phase, the waste rock to tailings ratio is 1/3, thecement to tailings and waste rock ratio for primary stopes are 1:12, and 1:30 for secondary stopes. Asa result, the UCS after 28 days for primary and second stopes were 1.2 MPa and 0.5 MPa, respectively.
机译:通过Chambishi铜矿西矿体的水泥浆料回填的成功,施用粘贴回填和表面高浓度尾矿堆叠的综合处理是施用的。本文介绍了综合处理系统,包括两个深鉴别仪,双轴水平搅拌机,两个柱塞泵,用于地下回填和表面堆叠的血统泵。综合处理系统的挑战是深回填(0.98 km)和长距离卸料(15公里),因此在粘贴回填和三个隔膜泵中使用了重力流动和Pumpump的组合,其中施加了7个马蹄脉的预设压力,适用于表面堆叠。东南矿体的年度矿石产量为3.3吨,比西矿体大3.3倍。因此,还需要扩大综合的Disposal系统的能力。糊状物回填系统和表面上的容量为160m 3 / h,糊状浓度为75重量%。%和265m 3 / h,分别为55重量%。在第一阶段中,对初级和二级止区位的尾矿比的水泥分别为1/8和1/24。为了满足回填强度并降低成本,将在第二阶段粘贴回水中加入时,废岩与尾矿比为1/3,尾矿尾岩比为1:12,1 :次级停止30。 ASA结果,初级和第二秒28天后的UC分别为1.2MPa和0.5MPa。

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