{"title":"Heat Hydration of Recycled Concrete: Experimental Study","authors":"S. Suharwanto","doi":"10.2991/assehr.k.200402.004","DOIUrl":null,"url":null,"abstract":"—The experimental study has been done to get data of heat hydration. It important to know the temperature in the concrete during hydration reaction and forming a gel condition of silica reaction with water. Eighteen concrete specimens of cubes have been tested for many dimensions, those are cube 25cm, 50cm, 75cm for length all of side. They made from a fine and coarse aggregate of natural and recycled aggregate from burning building waste and ready-mix residual as a base concrete material. Base on the experimental study, the peak of heat hydration occurs at 10 to 21 hours. Then it will decrease that caused by hydration reaction will be complete and form to gel condition. The heat hydration in the concrete is not affected by site or room temperature, because it is caused by the hydration reaction process between silica and water until gel condition. The peak of heat hydration will increase along with higher concrete strength because it requires more cement that is reactor with water. It can affect to surface cracking for the mass concrete because it causes increasing adiabatic to fresh concrete in the early age. And it also affects a volumetric expansion in the core, so the surface of concrete gets excessive tensile stress beyond of capacity.","PeriodicalId":305822,"journal":{"name":"Proceedings of the International Conference on Agriculture, Social Sciences, Education, Technology and Health (ICASSETH 2019)","volume":"52 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the International Conference on Agriculture, Social Sciences, Education, Technology and Health (ICASSETH 2019)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2991/assehr.k.200402.004","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
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Abstract

—The experimental study has been done to get data of heat hydration. It important to know the temperature in the concrete during hydration reaction and forming a gel condition of silica reaction with water. Eighteen concrete specimens of cubes have been tested for many dimensions, those are cube 25cm, 50cm, 75cm for length all of side. They made from a fine and coarse aggregate of natural and recycled aggregate from burning building waste and ready-mix residual as a base concrete material. Base on the experimental study, the peak of heat hydration occurs at 10 to 21 hours. Then it will decrease that caused by hydration reaction will be complete and form to gel condition. The heat hydration in the concrete is not affected by site or room temperature, because it is caused by the hydration reaction process between silica and water until gel condition. The peak of heat hydration will increase along with higher concrete strength because it requires more cement that is reactor with water. It can affect to surface cracking for the mass concrete because it causes increasing adiabatic to fresh concrete in the early age. And it also affects a volumetric expansion in the core, so the surface of concrete gets excessive tensile stress beyond of capacity.
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再生混凝土热水化试验研究
-进行了实验研究,得到了热水化的数据。了解混凝土水化反应和硅与水反应形成凝胶状态时的温度是很重要的。对18个立方体混凝土试件进行了多种尺寸的测试,这些立方体的边长分别为25cm、50cm、75cm。它们由天然和再生骨料的细骨料和粗骨料制成,这些骨料来自燃烧的建筑垃圾和预拌剩余物,作为基础混凝土材料。根据实验研究,热水化的高峰期出现在10 ~ 21 h。水化反应完全,形成凝胶状态。混凝土中的热水化不受现场温度或室温的影响,因为它是由二氧化硅与水之间的水化反应过程直至凝胶状态所引起的。随着混凝土强度的提高,混凝土的热水化峰值也随之增加,这是由于混凝土需要更多的水泥与水发生反应。它对初拌混凝土早期绝热作用的增大,会对大体积混凝土的表面开裂产生影响。它还会影响混凝土核心的体积膨胀,从而使混凝土表面受到超出承载力的过大拉应力。
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