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多种掺合料颗粒群分布与水泥基复合体系强度关系研究 被引量:3

The Relationship Research on Particles Cradation of Admixtures and Strength of Multielement Composite Cement-based Materials
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摘要 利用磨细钢渣粉替代矿渣,并掺以粉煤灰和硅灰,通过各成份之间合理的颗粒匹配达到固体的最密实状态,以获得高强的水泥基胶凝材料。依据粒度仪测出不同比例混合后混合材的颗粒群分布,通过MATLAB绘制出了满足Dinger-Funk方程紧密堆积状态下的颗粒群分布曲线,利用数值方法分析了混合料的颗粒群分布与DingerFunk方程颗粒群分布的拟合度,并测定了浆体的强度。试验结果表明,混合掺合料的实际颗粒群分布与紧密堆积状态颗粒群分布拟合度较高时,相应浆体的强度较高,可为配制高强的水泥基材料提供参考。 The use of steel slag instead of slag powder in addition to fly ash and silica fume is proposed,the absolute densest solid state is achieved through particle matching between the various components of a mixture to achieve the highest density state.According to particle size distributions measured by granulometer,the actual particle size distribution curves based the Dinger-Funk equation of the closest-packing model with MATLAB are draw,and the fitting degrees of the particle size distribution of composite admixture between the actual situation and Dinger-Funk equation with MATLAB are calculated using the numerical method.The strength of neat paste is measured.The experimental results shows that the strength of neat paste is higher when the degrees of fitting are higher between the two particle size distributions.The numerical analysis method can provide the theoretical principle that can be scientifically applied to the preparation of high-performance cement-based cementitious material.
作者 张洪萍 白培康 王建弘 董彦莉 ZHANG Hong-ping;BAI Pei-kang;WANG Jian-hong;DONG Yan-li
出处 《混凝土与水泥制品》 北大核心 2019年第1期23-25,共3页 China Concrete and Cement Products
基金 国家自然科学基金项目(51775521) 山西省重大攻关项目(201603D121020-1)
关键词 最紧密堆积理论 Dinger-Funk方程 水泥基复合体系 拟合度 钢渣粉 矿渣 粉煤灰 硅灰 The closest-packing mode Dinger-Funk equation Degrees of fitting Cement-based composite system Fitting Steel slag Slag Fly ash Silica fume
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  • 1郑克仁,孙伟,贾艳涛,张云升,张杨.基于矿渣-水泥体系水化探讨矿渣的合适掺量[J].建筑技术,2005,36(1):39-40. 被引量:6
  • 2未翠霞,宋少民.大掺量粉煤灰活性粉末混凝土耐久性研究[J].新型建筑材料,2005,32(9):27-29. 被引量:16
  • 3施韬,陈宝春,施惠生.掺矿渣活性粉末混凝土配制技术的研究[J].材料科学与工程学报,2005,23(6):867-870. 被引量:29
  • 4王冬,张海龙,张彩文.矿渣的掺量与细度对水泥浆体工艺特性的影响[J].水泥,2006(9):10-13. 被引量:4
  • 5Richard P, Cheyrezy M. Composition of reactive powder concretes [J]. Cement and Concrete Research, 1995, 25 (7) : 1501 - 1511.
  • 6Yazici H, Yigiter H, Karabulut A, et al. Utilization of fly ash and ground granulated blast furnace slag as an alternative silica source in reactive powder concrete [J ]. Fuel, 2008, 87 (12) : 2401 -2407.
  • 7Dinger D R, Funk J K. Particle size analysis routines[J]. American Ceramic Society Bulletin, 1989, 68 (8): 1406 - 1408.
  • 8Brouwers H J H. The role of nanotechnology for the development of sustainable concrete [ C ]//Proceedings of ACI Session on Nanotechnology of Concrete : Recent Developments and Future Perspectives. Denver, CO, USA, 2006 : 69 - 92.
  • 9Brouwers H J H, Radix H J. Self-compacting concrete: theoretical and experimental study [J]. Cement and Concrete Research, 2005, 35(11): 2116-2136.
  • 10前川宏一.构造物の高性能化を目指す21世纪のコンクリ—ト技术[J].コンクリ-ト工学,2001,39(1):4-10.

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