共查询到19条相似文献,搜索用时 46 毫秒
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攀枝花钢铁(集团)公司矿山公司钛选厂是目前我国最大的原生钛铁矿选厂。采用重-浮-电选矿工艺流程从选铁厂磁选尾矿中综合回收原生钛铁矿。由于建厂时的选矿 相似文献
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微细粒级矿泥和流失矿是凡口矿需要回收的铅锌资源,它占选厂资源的1.5%,文章从微细粒矿泥和流失矿的物化特性入手,研究了各自的浮选性能和合并浮选特性。小型试验室试验和工业试验表明微细粒矿泥和流失矿需要合并入选,不仅可以得到最佳的混合精矿品位和回收率,还可以减少药剂用量。 相似文献
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对用SLonφ1600mm离心机分选某钨矿细泥浮选精矿做了详细的试验分析,并对离心机的各项指标做了详细的试验数据对比,最终获得离心机给矿品位WO35.087%~15.01%、精矿WO3品位12.94%~20.33%、精矿回收率79.58%~95.2%、富集比1.35~2.54的较好选矿试验结果。使SLon离心机在某钨矿钨细泥回收工艺中得到成功应用。 相似文献
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阐述了应用SLon磁选机作为攀枝花钢铁公司选钛厂全粒级粗选抛尾设备的选矿试验,结果表明:采用SLon磁选机组成磁-浮-电或磁-浮流程,可以获得精矿品位大于47%、回收率为46.25%-44.58%的流程指标,每年多回收钛精矿50余万t,增加产值25280万元,为该选厂技术改造提供了一条新途径. 相似文献
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应用联合工艺综合回收微细粒钨锡物料的试验研究 总被引:1,自引:0,他引:1
针对某选厂废弃的钨锡精选溢流进行了选矿试验研究 ,采用振动矿泥摇床与离心机组合粗选,运用重选-浮选 -磁选(水冶)联合工艺流程 ,有效地解决了钨锡细泥综合回收问题。 相似文献
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对攀枝花选钛厂微细粒级物料特性进行了分析,介绍了水封式旋流器浓缩、高梯度磁选抛尾和浮硫浮钛工艺,提出了回收微细粒级钛铁矿的生产流程。 相似文献
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矿泥对氰化浸出影响的试验研究 总被引:4,自引:2,他引:2
矿泥中的粘土矿物易絮凝成网状多孔结构物,能够吸附已溶金,影响金的氰化浸出。为控制矿泥影响,含泥物料可在高碱、高氰条件下进行两浸两洗;从物料中将矿泥分出,进行炭浸,可显著提高金浸出率。 相似文献
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黄宗耀 《有色金属材料与工程》2014,(3):114-118
铅阳极泥是提取金、银等贵金属的重要原料.控制电位在400~450 mV,使铜、锑和铋等贱金属优先于贵金属氧化浸出,贵金属得到富集.采用亚硫酸钠二次分银、甲醛还原银的工艺,得到品位98.86%的粗银,经银电解精炼,可得到99.99%的纯银.采用常温氯化分金、SO2还原得到粗金、粗金二次溶解以及草酸煮沸还原等工艺,得到纯金粉,金粉质量达到国标Au-1的标准.从铅阳极泥至金粉、粗银粉,金、银的直收率分别为95.65%和98.08%.整个工艺设计简短合理,技术指标较为理想. 相似文献
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电路板铜阳极泥分银渣的还原熔炼研究 总被引:1,自引:2,他引:1
采用还原熔炼的方法从电路板铜阳极泥分银渣中回收有价金属,在最佳还原熔炼条件下(温度1150℃、时间30~45min、Na2CO3用量15%、碳粉用量15%、硼砂用量6.0%~10.0%),还原熔炼产出的金属锭和渣分离好,金属产率达到65.2%,铅回收率97.84%,锡回收率88.88%,贵金属回收率均超过95%。 相似文献
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应用顶吹炉吹炼铅阳极泥提取阳极泥中有价金属,工艺包括混合料制备、一次还原熔炼、还原捕金、二次吹炼、回收砷锑等工序。经过大量工业试验表明,该工艺方法产出的贵铅含银不低于70.0%,银直收率95%~98%、回收率99.0%~99.7%,工艺具有流程短、渣含贵金属金银量低、处理量大、能耗低等优势。 相似文献
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Verification of the Soil-Type Specific Correlation between Liquefaction Resistance and Shear-Wave Velocity of Sand by Dynamic Centrifuge Test 总被引:3,自引:0,他引:3
Liquefaction of granular soil deposits is one of the major causes of loss resulting from earthquakes. The accuracy of the liquefaction potential assessment at a site affects the safety and economy of an engineering project. Although shear-wave velocity (Vs)-based methods have become prevailing, very few works have addressed the problem of the reliability of various relationships between liquefaction resistance (CRR) and Vs used in practices. In this paper, both cyclic triaxial and dynamic centrifuge model tests were performed on saturated Silica sand No. 8 with Vs measurements using bender elements to investigate the reliability of the CRR-Vs1 correlation previously proposed by the authors. The test results show that the semiempirical CRR-Vs1 curve derived from laboratory liquefaction test of Silica sand No. 8 can accurately classify the (CRR,Vs1) database produced by dynamic centrifuge test of the same sand, while other existing correlations based on various sandy soils will significantly under or overestimate the cyclic resistance of this sand. This study verifies that CRR-Vs1 curve for liquefaction assessment is strongly soil-type dependent, and it is necessary to develop site-specific liquefaction resistance curves from laboratory cyclic tests for engineering practices. 相似文献
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Li Zhi-Bo He Kai Zhang Guo-Hua Chou Kuo-Chih 《Metallurgical and Materials Transactions A》2020,51(6):3090-3103
Metallurgical and Materials Transactions A - The present study utilized W nanopowders (prepared by a two-stage reduction process consisting of steps of carbothermic pre-reduction and hydrogen deep... 相似文献
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DSC Model for Soil and Interface Including Liquefaction and Prediction of Centrifuge Test 总被引:2,自引:0,他引:2
Realistic predictions of dynamic soil–structure interaction problems require appropriate constitutive models for the characterization of soils and interfaces. This paper presents a unified model based on the disturbed state concept (DSC). The parameters for the models for the Nevada sand, and sand–metal interface are obtained based on available triaxial test data on the sand and interfaces. The predicted stress–strain–pore water pressure behavior for the sand using the DSC model is compared with the test data. In addition, a finite element procedure with the DSC model, based on the generalized Biot’s theory, is used to predict the measured responses for a pile (aluminum) sand foundation problem obtained by using the centrifuge test. The predictions compared very well with measured pore water pressures. The DSC model is used to identify microstructural instability leading to liquefaction. A procedure is proposed to apply the proposed method for analysis and design for dynamic response and liquefaction. 相似文献