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Use of maturity methods to estimate the setting time of concrete containing super retarding agents

机译:使用成熟度方法估算含超缓凝剂的混凝土的凝固时间

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In this study, we examine a method for estimating the setting time of concrete containing super retarding agent (SRA) under various curing temperatures. To estimate the setting time, the equivalent age method using the apparent activation energy (E_a), proposed by Pinto et al., is applied. Increasing the SRA content leads to considerable retardation of the initial and final sets of concrete, whereas increasing the curing temperature shortens the initial and final set times regardless of the SRA content. E_a values at the times of initial and final sets obtained using the Arrhenius function differ for different mixtures. They are estimated to be in the range 30-35 kJ/mol for the control mixture, which is similar to or slightly lower than the results of a previous study, but are in the range 20-40 kj/mol in concrete containing SRA, which is lower than that for conventional concrete. We apply E_a according to the SRA content to Freisleben-Han-sen and Pedersen's equivalent age function and find that the equivalent age is nearly constant regardless of the curing temperature. This implies that the concept of maturity can be applied to the estimation of the setting time of concrete containing SRA. The setting time estimated using the equivalent age according to the SRA content and curing temperature is presented herein. A good agreement is observed between the estimated setting time and measured setting time. Thus, the method for estimating the setting time suggested by Pinto is applicable to the region of concrete containing SRA.
机译:在这项研究中,我们研究了一种在不同固化温度下估算含超级缓凝剂(SRA)的混凝土凝结时间的方法。为了估算凝结时间,应用了由Pinto等人提出的使用视在活化能(E_a)的等效年龄方法。 SRA含量的增加会导致混凝土初始和最终凝固的明显延迟,而提高固化温度会缩短初始和最终凝固的时间,而与SRA含量无关。对于不同的混合物,使用Arrhenius函数获得的初始集合和最终集合的E_a值是不同的。对于对照混合物,它们的估计范围为30-35 kJ / mol,与先前的研究结果相似或略低,但在含有SRA的混凝土中,它们的范围为20-40 kj / mol,低于常规混凝土。我们根据SRA含量将E_a应用于Freisleben-Han-sen和Pedersen的等效年龄函数,发现等效年龄几乎不变,与固化温度无关。这意味着成熟度的概念可以应用于含SRA的混凝土凝固时间的估算。本文介绍了根据SRA含量和固化温度使用等效寿命估算的凝固时间。在估计的凝固时间和测得的凝固时间之间观察到良好的一致性。因此,由Pinto建议的估算凝固时间的方法适用于含有SRA的混凝土区域。

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