Influence of Thermally Treated Flue Gas Desulfurization(FGD) Gypsum on Performance of the Slag Powder Concrete

被引:0
|
作者
GUO Xiaolu [1 ,2 ]
SHI Huisheng [1 ,2 ]
机构
[1] Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education,Tongji University
[2] Environmental Materials Institute
基金
中央高校基本科研业务费专项资金资助; 中国国家自然科学基金;
关键词
flue gas desulfurization(FGD) gypsum; slag powder; compressive strength; drying shrinkage; mortar; concrete;
D O I
暂无
中图分类号
TU528 [混凝土及混凝土制品];
学科分类号
摘要
The feasibility of flue gas desulphurization(FGD) as concrete admixture was studied. A combined concrete admixture of the thermally-treated FGD gypsum and slag powder was explored. The FGD gypsum was roasted at 200 ℃ for 60 min and then mixed with the slag powder to form FGD gypsum-slag powder combined admixture in which the SO 3 content was 3.5wt%. Cement was partially and equivalently replaced by slag powder alone or FGD gypsum-slag powder, at concentration of 25wt%, 40wt%, and 50wt%, respectively. The setting times, hydration products, total porosity and pore size distributions of the paste were determined. The compressive strength and drying shrinkage of cement mortar and concrete were also tested. The experimental results show that, in the presence of FGD gypsum, the setting times are much slower than those of pastes in the absence of FGD gypsum. The combination of FGD gypsum and slag powder provides synergistic benefits above that of slag powder alone. The addition of FGD gypsum provides benefit by promoting ettringite formation and forms a compact microstructure, increasing the compressive strength and reduces the drying shrinkage of cement mortar and concrete.
引用
收藏
页码:1122 / 1127
页数:6
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