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Influence of hardened cement paste content on the water absorption of fine recycled concrete aggregates

机译:硬化水泥浆含量对精细再生混凝土骨料吸水率的影响

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摘要

A linear relationship was found between the mean size of four granular classes(0/0.63, 0.63/1.25, 1.25/2.5, 2.5/5 mm) of different laboratory-made fine recycledconcrete aggregates (FRCA) and their hardened cement paste content (CPC).A method based on salicylic acid dissolution was specifically developed for themeasurement of CPC. Results showed that bound water and density of FRCA werestrongly correlated with their CPC. Identically, the water absorption coefficient alsofollowed a linear trend as a function of the CPC but only for the three coarsergranular classes. Indeed, the water absorption coefficient of the finer fraction ofFRCA (0/0.63 mm) cannot be correctly measured using European standard methodEN 1097-6 or method no. 78 of IFSTTAR; but it can be obtained by extrapolationfrom the previous linear trend. As a consequence, the accurate total water absorptionof FRCA (fraction 0/5 mm) can be estimated.
机译:在不同的实验室制造的精细再生混凝土骨料(FRCA)的四个颗粒类别(0 / 0.63、0.63 / 1.25、1.25 / 2.5、2.5 / 5 mm)的平均尺寸与硬化水泥浆含量(CPC)之间发现线性关系)。专门开发了一种基于水杨酸溶解度的方法来测量CPC。结果表明,FRCA的结合水和密度与它们的CPC密切相关。同样,吸水系数也遵循CPC的线性趋势,但仅适用于三个较粗颗粒类别。实际上,使用欧洲标准方法EN 1097-6或方法No.1不能正确地测量FRCA的更细级分的吸水系数(0 / 0.63毫米)。 IFSTTAR的78;但是可以通过从先前的线性趋势推断得出。结果,可以估算出FRCA的精确总吸水率(分数0/5 mm)。

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