Experimental Investigation of Self-Curing Properties of Polymer Modified Concrete

Mahdi Mobarak Koozehkanani, N. Jamshidi, S. Rezapour, Payam Kazemi Ashtiani
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Abstract

In this paper, the curing process of the concrete modified by a liquid polymer in different percentages are investigated, and the self-curing property is observed in polymer percentages of 6 and above. Polymer produces a layer on the surface of the cement and aggregate mortar and fills the small pores inside it, resulting in a considerable reduction in the permeability of the concrete. As the polymer layer forms on the outer layers of the concrete in a relatively short time, it prevents the water inside the concrete from evaporation. For the experimental investigations, 24 tests with 8 concrete cubes in different water-to-cement ratios and cement content of 350 kg/m3 were carried out in the temperature of 25°C. The polymer percentages of 0, 2, 4, 6, 8, 10 and 12 were used. From the 8 specimens in each test, half were kept in the water and the rest in the ambient air. By conducting compression tests, we found that keeping the cubes into the water or air does not make a noticeable influence on the curing. Moreover, due to their low permeability, we expect these concretes to be suitable for applications in very cold or very hot weathers.
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聚合物改性混凝土自养护性能试验研究
本文研究了不同掺量的液体聚合物改性混凝土的养护过程,并观察了掺量在6及以上时混凝土的自养护性能。聚合物在水泥和骨料砂浆的表面产生一层,并填充其内部的小孔隙,导致混凝土的渗透性大大降低。由于聚合物层在混凝土的外层在相对较短的时间内形成,它可以防止混凝土内部的水蒸发。在25℃的温度下,采用8个不同水灰比、水泥掺量为350 kg/m3的混凝土立方体进行了24次试验。聚合物的比例分别为0、2、4、6、8、10和12。每次试验的8个试样中,一半放置在水中,另一半放置在空气中。通过压缩测试,我们发现将立方体放入水中或空气中对固化没有明显影响。此外,由于它们的低渗透性,我们期望这些混凝土适用于非常冷或非常热的天气。
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