Continuously monitoring the early hydration process of cement paste at elevated temperatures by a developed non-contact resistivity measurement apparatus

Yueyi Gao, Wenhua Zhang
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Abstract

The early hydration process of cementitious material at elevated temperatures was studied by a specially developed non-contact resistivity measurement apparatus (NCRMA). By using NCRMA, the relationship between elevated curing temperature (20, 40, 60, and 90°C) and the early hydration process of cement paste with low water-binder (w/b) ratio was found. Results indicate that the early hydration process of low w/b cement pastes cured in 60 and 90°C consists five stages: the dissolving stage, competition stage, acceleration stage, the transformation of AFt to AFm stage, and steady hardening stage. However, the transformation of AFt to AFm stage was not found in the condition of 20 and 40°C. Besides, the increase in curing temperature leads to a short duration of the dissolution stage and a decrease of ultimate electrical resistivity value. In addition, in the range of 20 to 40°C, with the increasing of curing temperature, the duration of the competition stage decreases. However, this situation is reversed when the curing temperature is between 40 and 90°C. It is suggested that the hydration process is retarded at a higher temperature.
利用研制的非接触电阻率测定仪对高温下水泥浆体的早期水化过程进行连续监测
采用自行研制的非接触电阻率测定仪(NCRMA)研究了胶凝材料在高温下的早期水化过程。通过NCRMA分析,发现了高养护温度(20、40、60、90℃)与低水胶比(w/b)水泥浆体早期水化过程的关系。结果表明:低w/b水泥浆体在60和90℃条件下的早期水化过程分为溶解阶段、竞争阶段、加速阶段、AFt向AFm转变阶段和稳定硬化阶段5个阶段;而在20°C和40°C条件下,没有发现AFt向AFm阶段的转变。同时,随着固化温度的升高,溶解阶段持续时间缩短,最终电阻率值降低。此外,在20 ~ 40℃范围内,随着养护温度的升高,竞争阶段持续时间缩短。然而,当固化温度在40 ~ 90℃之间时,这种情况就会逆转。结果表明,温度越高,水化过程越缓慢。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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