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全尾砂微胶结充填性能研究

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对全尾砂微胶结处理,并充填至地下采空区是矿山处理尾砂的有效手段.介绍了小庙岭的充填系统,包括充填工艺流程、胶凝材料储存与输送方式及搅拌系统.对小庙岭全尾砂沉降性能和微胶结充填体抗压性能展开研究,结果表明:全尾砂矿浆浓度为10%,SNF625V型絮凝剂添加量为30 g/t,全尾砂矿浆给料速度约为0.5 t/(m2·h).随着料浆浓度提高,充填体强度提高;随着灰砂比降低,充填体强度降低;随着养护龄期增加,充填体强度增加.同时,在满足矿山充填工艺需求和成本的条件下,推荐小庙岭全尾砂微胶结充填的配比为灰砂比 1∶15、料浆浓度68%.
Study on the micro-cemented filling performance of ungraded tailings
Micro-cementing ungraded tailings and filling them into underground goafs is an effective method for mine tailings disposal.The paper introduces the filling system of Xiaomiaoling,including the filling process,the storage and conveying of cementitious materials,and the agitation system.This study investigates the sedimentation performance and compressive strength of the micro-cemented filling material using Xiaomiaoling's ungraded tailings.The results indicate that the optimal slurry concentration for ungraded tailings is 10%,with an optimal addition of 30 g/t of SNF625V flocculant and a slurry feed rate of 0.5 t/(m2·h).As the slurry concentration increases,the strength of the filling body also increases;however,the strength decreases with a reduction in the cement-sand ratio.Additionally,the compressive strength of the filling body increases with the curing period.While meeting the mine's filling process requirements and cost considerations,the recommended mix ratio for Xiaomiaoling's micro-cemented filling with ungraded tailings is a cement-sand ratio of 1∶15 and a slurry concentration of 68%.

uniaxial compressive strengthungraded tailingsfilling bodymicro-cementedcompressive performancesedimentation performancestrength regularity

李海波、朱纪朋、蒋忠涛、陈新

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栾川龙宇钼业有限公司

中南大学资源与安全工程学院

单轴抗压强度 全尾砂 充填体 微胶结 抗压性能 沉降性能 强度规律

国家自然科学基金项目

52204165

2024

黄金
长春黄金研究院

黄金

CSTPCD
影响因子:0.446
ISSN:1001-1277
年,卷(期):2024.45(10)