首页> 外文会议>International Congress on the Chemistry of Cement >Quasi-Elastic Neutron Scattering Investigation of the Effect of Water/Cement Ratio on Tricalcium Silicate HydrationQuasi-Elastic Neutron Scattering Investigation of the Effect of Water/Cement Ratio on Tricalcium Silicate Hydration
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Quasi-Elastic Neutron Scattering Investigation of the Effect of Water/Cement Ratio on Tricalcium Silicate HydrationQuasi-Elastic Neutron Scattering Investigation of the Effect of Water/Cement Ratio on Tricalcium Silicate Hydration

机译:准弹性中子散射调查水/水泥比对硅酸钙水合Quasi-弹性中子散射效果散射调查水/水泥比对硅酸钙水合效果影响的影响

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The effect of water/cement variation on the hydration of C3S was investigated with Quasi-Elastic Neutron Scattering (QENS). This technique measures nondestructively the amount of water that is bound up in the hydration products as well as the remaining free water. The experimental approach consisted of mixing samples of C3S powder with varying amounts of water and then performing QENS measurements on them continuously for 48 hours on the Fermi Chopper instrument at the NIST Center for Neutron Research. The results were plotted as the boundwater fraction, β(t), versus time. The plots all showed a characteristic shape with an initial flat induction period followed by an acceleratory period with nucleation and growth kinetics and finally a transition to diffusion-limited kinetics. The time of the transition was the same for all the w/c ratios. The degree of hydration β(t) at the transition was different for each case, but they could all be collapsed into a single master curve by a simple vertical scaling. The scaling factors showed an excellent linear correlation with the w/c ratio. This result suggested rescaling β(t) data by multiplying by the w/c ratio. The product β(t)· w/c has units of boundwater volume per mass of cement. It was found that at the transition point, this took on a fixed value of 0.25 cm3/g for all the curves. This rules out the pore-filling mechanism which is conventionally given as the explanation for the transition point. Moreover, this value agrees with estimates of the amount of reactive silica formed during the prior induction period as measured by Nuclear Resonance Reaction Analysis. It thus supports the recently proposed theory that during the peak reaction period, the hydration reaction is characterized by boundary nucleation kinetics rather than the volume nucleation kinetics of the conventional Kolmogorov Avrami Mehl Johnson theory.
机译:用准弹性中子散射(QENS)研究了水/水泥变化对C3s水合的影响。这种技术无损地测量在水合产品中束缚的水量以及剩余的游离水。实验方法包括C3S粉末的混合样品,其不同的水,然后在NIST中子研究中心的Fermi斩波器仪器上连续对它们进行48小时进行QENS测量。结果被绘制为吩咐水分,β(t),与时间。该曲线均显示出具有初始平坦诱导期的特征形状,然后具有成核和生长动力学的加速期,最后转变为扩散限制的动力学。所有W / C比率的过渡时间是相同的。对于每种情况,过渡时的水合β(t)的程度不同,但它们可以通过简单的垂直缩放来折叠成单个主曲线。缩放因子显示出与W / C比的优异线性相关性。该结果建议通过乘以W / C比率来重新扫描β(t)数据。产物β(t)·w / c具有每种水泥的茚积含水量。发现,在过渡点,所有曲线都采用0.25cm3 / g的固定值。这条规定了孔填充机制,其通常给出作为转变点的解释。此外,该值与通过核共振反应分析测量的先前诱导期间形成的反应性二氧化硅量的估计分析。因此,它支持最近提出的理论,在峰值反应期间,水合反应的特征在于边界核心动力学,而不是传统Kolmogorov Avrami Mehl Johnson理论的体积核心动力学。

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