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首页> 外文期刊>SIAM journal on applied dynamical systems >Kinetic Model of Calcium-Silicate Hydrate Nucleation and Growth in the Presence of PCE Superplasticizers
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Kinetic Model of Calcium-Silicate Hydrate Nucleation and Growth in the Presence of PCE Superplasticizers

机译:钙硅酸钙水合物的动力学模型在PCE超塑料存在下存在的含量成核和生长

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Calcium-silicate hydrate (commonly referred to as C S H in cement chemistry) is the main phase and the "glue" of hydrated cement, the binding matrix of building materials such as concrete, which is an essential commodity for modern infrastructures and housing. The basic mechanisms that control cement hydration and the modes of C S H formation are not fully understood and the picture becomes even more complicated when organic polycarboxylate-based additives (PCE) are added with the aim of controlling the rheology of the fresh paste and the strength of the final product. Here, a kinetic model of nucleation and growth, with unconstrained nucleation mechanism (homogeneous/heterogeneous) and time-dependent growth rate, is described and used to fit the rate of C S H precipitation obtained by in situ X-ray powder diffraction. The kinetic model predicts a switch from heterogeneous to homogeneous nucleation and an overall inhibition of C S H precipitation in the presence of PCE. This mechanism exerts a fundamental role in controlling the experimentally observed decrease in the early age rate of cement hydration in the presence of PCE.
机译:硅酸钙水合物(通常称为CEMED化学中的C S H)是水合水泥的主相和“胶水”,建筑材料的结合基质如混凝土,这是现代基础设施和住房的必要商品。控制水泥水化和CSH形成模式的基本机制尚不完全理解,并且当添加基于有机多元羧酸酯的添加剂(PCE)时,图像变得更加复杂,其目的是控制新鲜浆料的流变和强度最终产品。这里,描述并使用具有无约束成核机理(均相/异质)和时间依赖性生长速率的成核和生长的动力学模型,以适应通过原位X射线粉末衍射获得的C S H沉淀的速率。动力学模型预测来自异质成核的开关和PCE存在下C S H沉淀的总体抑制。该机制在控制PCE存在下,在控制水泥水合率的早期速度下降时发挥着基本作用。

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