Influence of additives on hydration heat of mass concrete

Y. Li, M. Li*, H. Chen

*此作品的通讯作者

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摘要

In this paper, the development of early hydration heat and the performance of large temperature difference of mass concrete structures are studied. Five mass concrete samples with two strength grades and five mixing ratios were made. The size of samples is 1000mm1000mm1400mm. Temperature sensors are embedded in the component while the components are constructed. Temperature of early hydration heat temperature rise and instant heating on one side are tested by the sensors. It is found that the early hydration heat temperature rise of self-made crack resistance concrete with internal curing agent or shrinkage reducing agent is lower than that of common commercial concrete. The results of single-side instantaneous temperature rise test show that the temperature changes least on the heating surface of concrete and most in the middle position.

源语言英语
文章编号012008
期刊IOP Conference Series: Materials Science and Engineering
544
1
DOI
出版状态已出版 - 2019
已对外发布
活动2nd International Conference on Mechanical Engineering and Applied Composite Materials, MEACM 2018 - Harbin, 中国
期限: 7 12月 20188 12月 2018

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引用此

Li, Y., Li, M., & Chen, H. (2019). Influence of additives on hydration heat of mass concrete. IOP Conference Series: Materials Science and Engineering, 544(1), 文章 012008. https://doi.org/10.1088/1757-899X/544/1/012008