Effect of calcium sulfate source on the hydration of calcium sulfoaluminate eco-cement

被引:182
|
作者
Garcia-Mate, Marta [1 ]
De la Torre, Angeles G. [1 ]
Leon-Reina, Laura [2 ]
Losilla, Enrique R. [1 ]
Aranda, Miguel A. G. [1 ,3 ]
Santacruz, Isabel [1 ]
机构
[1] Univ Malaga, Dept Quim Inorgan Cristalog & Mineral, E-29071 Malaga, Spain
[2] Univ Malaga, Serv Cent Invest, E-29071 Malaga, Spain
[3] ALBA CELLS Synchrotron, Barcelona 08290, Spain
来源
关键词
LXRPD; Rietveld method; Impedance spectroscopy; Temperature; Rheology; Mechanical strength; BELITE CEMENT; PERFORMANCE;
D O I
10.1016/j.cemconcomp.2014.08.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The availability of cements, including eco-cements, with tailored mechanical properties is very important for special applications in the building industry. Here we report a full study of the hydration of calcium sulfoaluminate eco-cements with different sulfate sources (gypsum, bassanite and anhydrite) and two water/cement ratios (0.50 and 0.65). These parameters have been chosen because they are known to strongly modify the mechanical properties of the resulting mortars and concretes. The applied multi-technique characterization includes: phase assemblage by Rietveld method, evolved heat, conductivity, rheology, compressive strength and expansion/retraction measurements. The dissolution rate of the sulfate sources is key to control the hydration reactions. Bassanite dissolves very fast and hence the initial setting time of the pastes and mortars is too short (20 min) to produce homogeneous samples. Anhydrite dissolves slowly so, at 1 hydration-day, the amount of ettringite formed (20 wt%) is lower than that in gypsum pastes (26 wt%) (w/c = 0.50), producing mortars with lower compressive strengths. After 3 hydration-days, anhydrite pastes showed slightly larger ettringite contents and hence, mortars with slightly higher compressive strengths. Ettringite content is the chief parameter to explain the strength development in these eco-cements. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:53 / 61
页数:9
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