Fluidizing Mechanism and Application of Polycarboxlate-Based Superplasticizers

Y.Tanaka
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引用次数: 37

Abstract

The significant increase in large high-rise concrete structures has dictated diverse requirements for concrete. Concrete technology has improved, widening the range of applications of this material. In this regard, the technology of polycarboxylate-based superplasticizers has made remarkable progress; a number of new superplasticizers have been developed and applied to big construction projects. To elucidate the fluidizing mechanism of superplasticizers in cement, we focused on the fact that the chemical structure of these superplasticizers changes in an alkali environment. We determined the absolute molecular weight of the superplasticizers using the light scattering method, measured the amount absorbed, zeta potential, and nuclear magnetic resonance. Based on our finding pertaining to polycarboxylate-based superplasticizers, we discuss the fluidizing mechanism of cement compositions with relevance to dispersibility retention, and flowability. We refer to DLVO theory, stearic repulsion effect theory, depletion effect theory, tribology effect, as well as the results of mortar and concrete tests. We also reported on the applications at big projects, such as the anchorage of the Akashi Channel Bridge and the deep ground continuous wall of the Tokyo Trans-Bay Highway.
聚羧酸基高效减水剂的流化机理及应用
大型高层混凝土结构的显著增加对混凝土提出了不同的要求。混凝土技术的进步,拓宽了这种材料的应用范围。在这方面,聚羧酸基高效减水剂技术取得了显著进展;研制出一批新型高效减水剂,并应用于大型建设工程。为了阐明高效减水剂在水泥中的流化机理,我们重点研究了这些高效减水剂在碱环境中化学结构的变化。我们用光散射法测定了超减水剂的绝对分子量,测量了吸收量、zeta电位和核磁共振。基于我们关于聚羧酸基高效减水剂的发现,我们讨论了与分散性、保持性和流动性相关的水泥成分流化机制。参考DLVO理论、硬脂排斥效应理论、损耗效应理论、摩擦学效应以及砂浆和混凝土试验结果。我们还报道了在大型工程中的应用,如明石海峡大桥的锚固和东京跨海高速公路的深地连续墙。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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