Influence of Polycarboxylate Superplasticizer on the Properties of Cement-Fly Ash Cementitious Materials and Concrete

被引:2
|
作者
Chen, Jianguo [1 ,2 ]
Zhu, Yuling [3 ]
Du, Weilian [3 ]
Li, Mengxiang [3 ]
Wang, Yifan [3 ]
Zhang, Chunling [3 ]
Shi, Mingsheng [1 ]
Xue, Binghan [1 ]
机构
[1] Zhengzhou Univ, Yellow River Lab, Zhengzhou 450001, Peoples R China
[2] Guangxi Inst Water Resources Res, Guangxi Key Lab Water Engn Mat & Struct, Nanning 530000, Peoples R China
[3] Hohai Univ, Coll Mech & Mat, Nanjing 211106, Peoples R China
基金
中国国家自然科学基金;
关键词
adiabatic temperature increase; cementitious material; concrete; fly ash; hydration reaction; polycarboxylate superplasticizer; BLENDED CEMENT; HYDRATION;
D O I
10.3390/su142013440
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Concrete materials often crack due to the temperature field caused by the early heat of hydration, affecting structural safety and normal use. To solve this problem, this paper proposes the method of incorporating polycarboxylate superplasticizer to improve its performance and explore the influence of polycarboxylate superplasticizer on the properties of cement-fly ash composite cementitious materials and concrete. Ordinary silicate was used to prepare cement-fly ash composite cementitious materials. Through isothermal conduction calorimetry, X-ray diffraction (XRD), scanning electron microscopy (SEM), and other testing methods, the influence of polycarboxylate water-reducing agent on the heat of hydration of cementitious materials was studied. In addition, the hydration products and microscopic morphology of the cementitious materials were analyzed, and the changes in the concrete properties due to the addition of polycarboxylate superplasticizers were discussed. The results showed that the polycarboxylate superplasticizer could delay the onset time of the hydration heat peak of the slurry and reduce the hydration heat peak, inhibit the crystallization of Ca(OH)(2) and AFt, improve the density of the slurry, and reduce the amount of chemically bound water. In addition, it could delay the overall hydration process of the cementitious material, where the adiabatic temperature increase rate and the early drying shrinkage rate of the concrete slowed down, and the mechanical properties and impermeability of the concrete improved.
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页数:13
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