Influence of Mixed Coarse Aggregate Ratio on Strength and Fluidity of Filling Slurry
Received date: 2021-10-11
Revised date: 2021-12-12
Online published: 2022-06-17
The downword drift cemented filling method is an effective way for mining thick,broken,high-grade deposits in Jinchuan mining area.However,it not only has complicated process and high cost,but also requires high quality of filling body.In order to alleviate the pressure caused by insufficient rod milling sand production capacity and increase of produciton cost in Jinchuan mining area,and improve the comprehensive performance of filling body,the mechanical test of the filling body and the rheological properties,fluidity and bleeding rate test of the slurry were carried out,based on cement-sand ratio of 1∶4,using -5 mm rod mill sand,-12 mm waste rock as aggregate,the new consolidation powder as cementitious material.The influence of waste rock and rod milling sand ratio on the strength characteristics,fluidity,rheology and bleeding characteristics of filling body were studied,and the optimal ratio parameters were proposed. The results show that the 3 d strength of filling body decreases slightly,and the 7 d and 28 d strength increased slightly with the increase of the waste rock content.The yield stress of the slurry increase with the increase of waste rock content,and the viscosity coefficient decreases significantly.When the content of waste rock is less than 35%,the yield stress of slurry is less than 150 Pa.The slump and diffusivity degree decrease sharply with the increase of the waste rock content. The slump degree is generally between 27~29 cm,which can meet the requirements of gravity transportation.The bleeding rate of the slurry is 9%~12%.With the increase of waste rock content,the bleeding rate decreases,which is beneficial to improve the segregation resistance of the slurry.According to the test results,the optimal dosage of waste rock in the mixed coarse aggregate is 30%,and the optimal mass concentration is 82%~83%. Under the condition of these parameters,the indexes of filling body can meet the filling quality standard of Jinchuan mining area,which has great significance and application potential to improve the stability of filling body and reduce the cost of Jinchuan mining area.
Yongliang FAN , Jiqiang CUI , Yuankun ZHANG , Feng LI , Chunyun HUANG , Yuantong GU , Jianyuan HE . Influence of Mixed Coarse Aggregate Ratio on Strength and Fluidity of Filling Slurry[J]. Gold Science and Technology, 2022 , 30(2) : 263 -271 . DOI: 10.11872/j.issn.1005-2518.2022.02.146
“亚洲第一深矿井”——山东黄金三山岛副井正式下掘
近日,“亚洲第一深矿井”——山东黄金集团有限公司三山岛副井正式开始下掘。三山岛副井位于世界级黄金资源和黄金采选基地,是山东黄金集团重点打造的国际一流示范矿山三山岛金矿生产接续的关键性工程。该井井深1 915 m,直径10.5 m,预计总工期1 139天。
工程建成后可实现无轨卡车整车下放至地下千米以下工作面,大幅提升地下矿山提升运输效率,确保人员、车辆在短时间安全到达工作面,同时缩短通风线路,有效改善千米以下深部工作面的作业环境,提高深部开采本质安全水平,为深部黄金资源的高效利用提供支撑。
该工程秉承产学研有机融合的建设理念,通过构建超深井筒工程灾害模型和应力位移微地震监测系统,研究深竖井建设诱发地压灾害力学机制,形成超深井筒致灾位移判据;研判超深井筒围岩破坏形态、破坏深度等,为超深井地下水综合探测、注浆堵水、井筒降温、井筒支护及研发超深井快速掘砌等关键技术研究应用提供依托,为形成具有自主知识产权的深竖井建设核心技术、制定我国深竖井建设技术标准和规范奠定了基础。
三山岛副井建设工程秉承山东黄金集团坚持做强做优黄金产业、打造核心竞争优势的发展理念,在黄金资源深井开采、海底采矿、智能采矿等关键技术领域又迈出了坚实的一步,为该集团实现“再造一个山金,进入世界500强”的战略目标提供强力保障。
http://www.goldsci.ac.cn/article/2022/1005-2518/1005-2518-2022-30-2-263.shtml
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
巴 蕾,韦寒波,温震江,等,2020.废石—铜渣尾砂混合骨料配比优化试验[J].矿业研究与开发,40(2):31-37.
|
高谦,杨晓炳,温震江,等,2019.基于RSM-BBD的混合骨料充填料浆配比优化[J].湖南大学学报(自然科学版),46(6):47-55.
|
郭慧高,武拴军,高谦,等,2021.我国大型镍矿充填采矿固废资源化利用研究进展[J].徐州工程学院学报(自然科学版),36(2):46-52.
|
侯永强,尹升华,赵国亮,等,2021.混合骨料胶结充填体强度特性及与开挖矿体的合理匹配[J].中国有色金属学报,31(12):3750-3761.
|
李立涛,2020.金川粗骨料充填料浆离析机理及控制技术研究[D].北京:北京科技大学.
|
刘晓辉,苏先锋,黄明清,等,2016.基于Fuller级配理论的膏体管道输送减阻技术研究[J].金属矿山,45(10):40-44.
|
王有团,2016.金川低成本充填胶凝材料及高浓度料浆管输特性研究[D].北京:北京科技大学.
|
温震江,高谦,王永定,等,2020.不同浓度料浆流变特性与混合骨料级配相关性试验[J].东北大学学报(自然科学版),41(5):642-648.
|
吴凡,杨晓炳,杨志强,等,2020.高浓度粗骨料充填料浆抗离析特性及其数学模型[J].中南大学学报(自然科学版),309(5):153-160.
|
薛希龙,戴勇,范永亮,等,2020.硬岩铀矿无废协同开采模式及技术研究[J].金属矿山,49(5):95-100.
|
颜丙恒,李翠平,吴爱祥,等,2018.膏体料浆管道输送中粗颗粒迁移的影响因素分析[J].中国有色金属学报,28(10):2143-2153.
|
杨天雨,乔登攀,王俊,等,2021.废石—风砂高浓度料浆管道输送数值模拟及管输阻力新模型[J].中国有色金属学报,31(1):234-244.
|
尹升华,侯永强,杨世兴,等,2021.单轴压缩下混合集料胶结充填体变形破坏及能耗特征分析[J].中南大学学报(自然科学版),52(3):936-947.
|
尹升华,刘家明,陈威,等,2020a.粗骨料膏体低温流变性能及回归模型[J].中南大学学报(自然科学版),51(12):3379-3388.
|
尹升华,刘家明,邵亚建,等,2020a.全尾砂—粗骨料膏体早期抗压强度影响规律及固化机理[J].中南大学学报(自然科学版),51(2):478-488.
|
张磊,乔登攀,程纬华,等,2012.金川粗骨料级配与强度分析[J]. 矿冶,21(3):12-15,20.
|
张连富,吴爱祥,王洪江,2018.泵送剂对高含泥膏体流变特性影响及机理[J].工程科学学报,40(8):918-924.
|
张鹏,高谦,温震江,等,2021.充填体强度影响因素及组合预测模型[J].东北大学学报(自然科学版),42(2):232-241.
|
张修香,2016.矿山废石—尾砂高浓度充填料浆的流变特性及多因素影响规律研究[D].昆明:昆明理工大学.
|
/
〈 |
|
〉 |