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HYDRATION MODELLING OF FILLER RICH SELF-COMPACTING CONCRETE

机译:填充自填混凝土的水化模拟

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摘要

For the realisation of self-compacting concrete,high filler contents are generally added to the cementitious system.In order to avoid problems with excessive heat of hydration during hardening,inert filler materials can be used.Within this research two different filler types are considered: limestone filler and quartzite filler,and this in combination with different types of Portland cement.Although the mentioned filler material is considered to be inert with respect to cement hydration,experimental research shows that it is interfering with the hydration processes.On the one hand the reaction speed is influenced due to a modified nucleation possibility.On the other hand,the reaction mechanism is also altered due to the presence of the large filler content,with a new hydration peak occuring,especially in the case of limestone filler.Based on isothermal conduction calorimetry on different cement filler systems,an existing hydration model for blended cement is modified for the situation of cement filler systems.Within the degree of hydration based hydration model for the filler rich cementitious systems,the cement powder ratio is an important parameter.The model results in an accurate prediction of the heat of hydration during the hardening process.This was also verified by means of adiabatic hydration tests on concrete.
机译:为了实现自密实混凝土,通常在胶凝体系中添加高填料含量。为避免硬化过程中水化热量过多的问题,可以使用惰性填料。本研究中考虑了两种不同的填料类型:石灰石填料和石英岩填料,并与不同类型的波特兰水泥组合。尽管上述填料被认为对水泥水化是惰性的,但实验研究表明,它对水化过程产生了干扰。反应速度由于成核可能性的改变而受到影响。另一方面,由于存在大量的填料,反应机理也发生了变化,特别是在石灰石填料的情况下,出现了新的水化峰。传导量热法在不同水泥填充剂体系上的应用,针对这种情况修改了现有的混合水泥水化模型在富含填料的胶凝体系的基于水合度的水化模型中,水泥粉比是一个重要参数。该模型可以准确预测硬化过程中的水化热。通过对混凝土的绝热水合测试。

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