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Improving thermal and mechanical properties of light weight aggregate concrete using inorganic phase changing material, expanded clay aggregate, alccofine1203 and manufacturing sand

机译:使用无机相变材料,膨胀粘土骨料,Alccofine1203和制造砂改善轻质骨料混凝土的热和力学性能

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The present work focuses on enhancing the thermal properties of Light Weight Aggregate Concrete (ECAC) using Expanded Clay Aggregate (ECA) as a carrier for inorganic Phase Change Material (PCM) (Hydrated salt-24 (HS24) with melting point 24 degrees C) for M30 grade concrete. As PCM incorporation in concrete reduces mechanical properties which can be improve by addition of alccofine1203 which is ultrafine slag developed by Ambuja cement Pvt. Ltd and manufactured in India. Alccofine1203 was used as a partial replacement (10% and 20%) of cement, and Manufacturing sand (M-sand) was completely replaced with fine aggregate. ECA was immersed in liquid PCM at 3 different temperatures (40 degrees C, 50 degrees C and 60 degrees C) for 24 h, to determine the maximum absorption capacity of ECA, and these arregates were patially replaced (10% and 20%) with coarse aggregate. After immersion process now, these aggregates are again immersed in cement slurry for next 2hrs to avoid leakage of PCM from ECA. Leakage of PCM-ECA aggregates was carried using diffusion oozoning circle test. When coating of cement slury was applied on PCM-ECA material, leakage was reduced by 40% for all the mixes.Total 7 mixes were prepared with 175 specimens including reference mix. Different tests were conducted to evaluate its mechanical, thermal, durability and leakage properties of ECAC. As the percentage of PCM-ECA was increased from 10 to 20% its compressive and flexural strength decreased but when the same amount of PCM-ECA was incorporated with combination of alccofine1203 (10% and 20%), strength was increased by 11%. Thermal conductivity for 20% PCM-ECA gave the lowest value of all the mixes, and the percentage decrease was 28.31%. All the mix had low or moderate value for its rapid chloride permeability test (Durability test) which is a good sign of indication. In the leakage test, when 20% PCM-ECA was incorporated, 4% Leakage was observed when without coating PCM-ECA was incorporated, but it was reduced to 1.5% when cement slurry coating was applied on it.
机译:本作者侧重于使用膨胀的粘土聚集体(ECA)作为无机相变材料(PCM)的载体增强轻质骨料骨料(ECAC)的热性质(水合盐-24(HS24),熔点24℃)适用于M30级混凝土。随着PCM在混凝土中的掺入减少了通过添加的Alccofine1203可以改善的机械性能,这是由Ambuja水泥PVT开发的超细渣。有限公司在印度制造。 Alccofine1203用作水泥的部分替代(10%和20%),制造砂(M-SAN)完全用细骨料替换。将ECA浸入液体PCM中,在3个不同的温度(40℃,50℃和60℃)24小时,以确定ECA的最大吸收能力,并且这些尖端被局部替换(10%和20%)粗骨料。浸泡过程现在,将这些聚集体再次浸入下一个2小时的水泥浆中以避免PCM泄漏来自ECA。使用扩散咖啡圈测试携带PCM-ECA骨料的泄漏。当在PCM-ECA材料上涂覆水泥敷料涂覆时,所有混合物的泄漏减少了40%。用175个样品制备滴度7混合物,包括参考混合物。进行了不同的测试,以评估ECAC的机械,热,耐久性和漏漏性能。随着PCM-ECA的百分比从10%增加到20%至20%,其压缩和抗弯强度降低但是当与Alccofine1203(10%和20%)的组合纳入相同量的PCM-ECA时,强度增加11%。 20%PCM-ECA的导热系数给出了所有混合物的最低值,并且减少百分比为28.31%。所有混合物对其快速的氯化物渗透性试验(耐久性测试)具有低或中等值,这是一种良好的指示迹象。在泄漏试验中,当掺入20%PCM-ECA时,在没有涂覆PCM-ECA的情况下未经涂覆的情况下观察到4%的泄漏,但是当水泥浆料涂层上施加到其中时,它将其降至1.5%。

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