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Effect of particle-size distribution and specific surface area of different binder systems on packing density and flow characteristics of cement paste

机译:不同粘合剂系统粒度分布和比表面积对水泥浆料填料密度和流动特性的影响

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The particle-size distribution (PSD) and specific surface area (SSA) of binders significantly affect the fresh and hardened characteristics of cement-based materials. An experimental investigation was undertaken to evaluate the influence of PSD and calculated SSA of various binary and ternary binder systems on flow characteristics, packing density, and compressive strength development of cement paste. The influence of dispersion state of the binder on packing density was evaluated using the wet packing density approach to determine the optimum water demand (OWD) needed to achieve maximum wet density. The modified Andreasen and Andersen (A&A), Rosin-Rammler (RR), and power law grading models were employed to optimize the PSD of binder system, to achieve maximum packing density, while maintaining relatively low water demand. The incorporation of high-range water reducing admixture (HRWRA) is shown to decrease the OWD and increase the packing density resulting from greater degree of dispersion of the binder. The combined effect of lower OWD, greater packing density, and higher SCM reactivity results in higher compressive strength. The increase in SSA from 425 to 1600 m(2)/kg results in an enhancement in packing density from 0.58 to 0.72, while further increase in SSA from 1600 to 2200 m(2)/kg reduces the packing density from 0.72 to 0.62. Binder systems using a distribution modulus between 0.21 and 0.235 determined from the A&A model exhibited 18%-40% lower minimum water demand (MWD) to initiate flow, 8%-35% higher OWD to reach maximum wet density, and 15%-25% higher packing density compared to the binder with 100% cement. Binder systems with lower A&A distribution modulus resulted in higher relative water demand (RWD) required to increase fluidity, thus reflecting greater level of robustness. Good correlations were established between the A&A distribution modulus, SSA, RR spread factor, and power law distribution exponent. (C) 2017 Elsevier Ltd. All rights reserved.
机译:粘合剂的粒度分布(PSD)和比表面积(SSA)显着影响水泥基材料的新鲜和硬化特性。进行了实验研究,以评价PSD和计算SSA对各种二元和三元粘合剂系统的影响对水泥浆料的流动特性,包装密度和抗压强度。使用湿填料密度方法评估粘合剂对填充密度的分散状态的影响,以确定实现最大湿密度所需的最佳水需求(OWD)。采用改性的Andreasen和Andersen(A&A),松香 - 垃圾箱(RR)和电力法分级模型来优化粘合剂系统的PSD,以实现最大的填充密度,同时保持相对低的水需求。掺入高分水还原混合物(HRWRA),显示出降低OWD并增加粘合剂分散程度导致的填充密度。较低的OWD,更高的填充密度和更高的SCM反应性的综合效果导致更高的抗压强度。从425到1600米(2)/ kg的SSA增加导致填充密度为0.58至0.72的增强,而SSA的进一步增加到1600至2200μm(2)/ kg将填充密度降低0.72至0.62。使用从A和A模型确定的0.21和0.235之间的分布模量的粘合剂系统表现出18%-40%的最低水需求(MWD)以引发流量,较高的8%-35%以达到最大湿密度,15%-25与具有100%水泥的粘合剂相比,填料密度更高。具有较低A和分布模量的粘合剂系统导致增加流动性所需的相对水需求(RWD),从而反映更大水平的鲁棒性。在A&A分配模量,SSA,RR扩散因子和权力法分布指数之间建立了良好的相关性。 (c)2017 Elsevier Ltd.保留所有权利。

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