搅拌剪切对全尾砂膏体细观结构影响研究
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1.安徽铜冠产业技术研究院有限责任公司, 安徽 铜陵 244000 ;2.河南理工大学 土木工程学院, 河南 焦作 454000

作者简介:

郑攻关(1972—),男,安徽宿州人,高级工程师,主要从事矿山固废利用研究工作。

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中图分类号:

TD853

基金项目:

国家自然科学基金资助项目(52104129)


Study on the Effect of Mixing Shear on the Meso-structure of Full Tailings Paste
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Affiliation:

1.Anhui Copper Crown Industry Technology Research Institute Co., Ltd., Tongling 244000 , China ;2.School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000 , China

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    摘要:

    搅拌剪切促使全尾砂、水泥及外加剂等物料相互混合,同时也影响了所制备的膏体料浆的物理化学性质,然而目前对其作用机理知之甚少。为深入研究搅拌剪切对膏体料浆性能的影响,采用聚焦光束反射测量技术(FBRM)对膏体料浆细观结构进行测试,分析搅拌剪切速率对全尾砂膏体细观结构的影响。结果表明,搅拌剪切对膏体细观结构具有显著影响。随着搅拌剪切速率的增加,膏体中聚集的颗粒被分散,平均弦长减小、实时颗粒数增多;当搅拌速率超过一定阈值后,膏体料浆的颗粒平均弦长增大、测得的实时颗粒数减少,表明高速剪切可能改变颗粒表面物理化学特征,从而增强颗粒之间的相互作用力,而这些变化将进一步影响膏体流变特征及固化后力学性能。

    Abstract:

    Mixing shear significantly enhances the homogeneity of full tailings, cement and admixtures, and also affects the physicochemical properties of prepared paste slurries. However, the underlying mechanisms remain poorly understood. In order to deeply understand the effect of mixing shear on the properties of paste slurry, the meso-structure of paste slurry was tested by the Focused Feam Reflectometry (FBRM) technique to analyze the effect of shear rate on the meso-structure of full tailings paste. The results indicate that the mixing shear has a significant effect on the pastemeso-structure. As the shear rate increases,the aggregated particles in the paste are dispersed, the average chord length decreases, and the number of real-time particles increases; However, beyond a certain threshold the average chord length of the particles in the paste increases, and the measured number of real-time particles decreases, which suggests that the high-speed shear may alter the physicochemical characteristics of particle surfaces, thereby enhancing inter-particle interaction forces, and these changes further influence the rheological behavior and post-curing mechanical properties of the paste.

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郑攻关,王永彬,谢经鹏,等.搅拌剪切对全尾砂膏体细观结构影响研究[J].绿色矿冶,2024,40(6):22-27,40.

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  • 最后修改日期:2024-12-17
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  • 在线发布日期: 2025-11-16
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