水泥大理石粉浆体流变性能与颗粒级配的关联度
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国家自然科学基金资助项目(51278497)


Analysis of Grey Connection between Particle Size Distribution of Ground Marble and Rheological Property of Cement Ground Marble Pastes
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    摘要:

    采用Rheolab QC型旋转黏度计测定了水泥大理石粉浆体不同剪切速率下的剪切应力和塑性黏度;采用HerschelBulkley模型对该浆体进行拟合得到其屈服应力、稠度系数和流性指数,并用触变环面积表征其触变性;采用灰色关联理论分析大理石粉颗粒级配对水泥浆体屈服应力、稠度系数、流性指数和触变性的影响.结果表明:随着大理石粉掺量的增大,水泥大理石粉浆体的流动性逐渐提高,剪切变稀程度和触变性均逐渐降低;0~10μm的大理石粉质量分数与水泥大理石粉浆体屈服应力、表观黏度和触变性呈正关联,大于10μm的大理石粉质量分数与之呈负关联,其中5~10μm的大理石粉为关键因子;0~10μm的大理石粉质量分数与水泥大理石粉浆体的流性指数呈负关联,大于10μm的大理石粉质量分数与之呈正关联,其中20~50μm的大理石粉为关键因子.

    Abstract:

    The relation of shear stress and plastic viscosity with shear rate of cement ground marble pastes were studied by a rotational viscometer(mode Rheolab QC). And the Herschel Bulkley model was introduced to fit the yield stress, consistency coefficient and rheological index of cement ground marble pastes, the thixotropy was characterized by thixotropic loop area. And the relevance of particle size distribution of cement ground marble pastes was analyzed using grey connection theory. The results show that with the increase of ground marble content, slurry fluidity of the cement ground marble pastes increases, and the degree of shear thinning decreases. The mass fraction of ground marble particles in the size ranging from 010μm has positive corelation with yield stress, apparent viscosity and thixotropy while if particles>10μm it has a negative corelation and 510μm is the key factor. The mass fraction of ground marble particles in the size >10μm has positive corelation with rheological index while if particle sizes are 010μm it has a negative corelation and particles in the sizes of 2050μm is the key factor.

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肖佳,何彦琪,王大富,田承宇,徐勇.水泥大理石粉浆体流变性能与颗粒级配的关联度[J].建筑材料学报,2017,20(1):83-87

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  • 收稿日期:2015-09-11
  • 最后修改日期:2015-11-14
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  • 在线发布日期: 2017-03-07
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