Effect of Curing Temperature on Hydration of Calcium Aluminate Cement-Calcium Sulfate-Limestone System

被引:20
|
作者
Zhang, Duo [1 ,2 ]
Cai, Xinhua [3 ]
Hu, Lingling [3 ]
机构
[1] Univ Toronto, Dept Civil Engn, 35 St George St, Toronto, ON M5S 1A4, Canada
[2] Univ Michigan, Dept Civil & Environm Engn, 1351 Beal Ave, Ann Arbor, MI 48109 USA
[3] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Hubei, Peoples R China
基金
中国国家自然科学基金;
关键词
Calcium aluminate cement; Hydration temperature; Calcium sulfate; Limestone; Strength; PORTLAND-CEMENT; ETTRINGITE;
D O I
10.1061/(ASCE)MT.1943-5533.0002444
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The effect of curing temperature on hydration of a ternary blend of calcium aluminate cement (CAC), calcium sulfate (C$), and limestone (Cc) was examined. Compressive strength was evaluated at 1, 7, and 28days. Hydration kinetics and products were assessed using calorimetry, thermogravimetric analysis, and X-ray powder diffraction. It was found that elevating the curing temperature from 5 to 50 degrees C accelerated cement hydration. At 5 and 23 degrees C, the incorporation of limestone caused a transformation of monosulfoaluminate into monocarboaluminate in the hydration product at 28days. Higher curing temperatures (35-50 degrees C), however, resulted in a collective increase in monosulfoaluminate, monocarboaluminate, and aluminum hydroxide, and led to a significant reduction in ettringite. Higher curing temperatures also led to an increase in aluminium hydroxide but did not form as much hydrogarnet (C3AH6) in the CAC-C$-Cc system as in the CAC-C$ system. This study provides a technical reference for practical design of materials based on the ternary binder system.
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页数:7
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