Activation of fly ash/cement systems using calcium sulfate anhydrite (CaSO4)

被引:183
作者
Poon, CS [1 ]
Kou, SC
Lam, L
Lin, ZS
机构
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Hong Kong, Peoples R China
[2] Wuhan Univ Technol, Inst Mat, Wuhan 430070, Peoples R China
关键词
acceleration; fly ash; anhydrite; compressive strength; pore size distribution;
D O I
10.1016/S0008-8846(01)00478-1
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A number of studies had been conducted on the activation of fly ash using gypsum and sodium sulfate. Anhydrite, another form of calcium sulfate, has not been used for this purpose. This paper presents an exploratory study on the effectiveness of anhydrite in activating fly ash cement systems. Anhydrite (10%) was added into cement mortars with up to 55% fly ash replacement. The prepared mortars were allowed to cure in steam at 65 degreesC for 6 h before normal room temperature water curing. Significant strength increases (up to 70%) compared to the control mortars were observed as early as after 3 days curing. Improvements in the pore size distribution of the mortars were also observed due to the activation. The results of scanning electron microscopy (SEM) examination and quantitative X-ray diffraction (XRD) analysis show that, with accelerated curing, a Large quantity of ettringite (AFt) was formed during the early stage of hydration of the anhydrile-activated fly ash cement pastes. This might be the main cause of the high early strength of the activated fly ash cement systems. A comparison was made using anhydrite and gypsum as activators. For an equivalent SO3 content, anhydrite is more effective in increasing the early-age strength of the cement/fly ash mortars, but less effective in increasing the later-age strength than gypsum. (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:873 / 881
页数:9
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