Influence of paste thickness on coated aggregates on properties of high-density sulphoaluminate cement concrete

被引:22
|
作者
Sun Keke [1 ]
Zhou Xiangming [2 ]
Gong Chenchen [1 ]
Ding Yanyu [1 ]
Lu Lingchao [1 ]
机构
[1] Shandong Prov Key Lab Preparat & Measurement Bldg, Jinan 250022, Shandong, Peoples R China
[2] Brunel Univ London, Dept Mech Aerosp & Civil Engn, Uxbridge UB8 3PH, Middx, England
关键词
Sulphoaluminate cement concrete; Fuller curve; Densified mixture design algorithm; Coating thickness; Durability; RICE HUSK ASH; MIX DESIGN; STRENGTH; MICROSTRUCTURE; RESISTIVITY; DURABILITY; NANOSILICA; RESISTANCE; KINETICS; CURVE;
D O I
10.1016/j.conbuildmat.2016.04.018
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An improved method for the densified mixture design algorithm and Fuller curve were used to design high-density sulphoaluminate cement concrete (HDSC). The performance of HDSC is significantly influenced by the paste thickness on the coated aggregates. Sulphoaluminate cement concrete mixtures containing aggregates coated with 3 different paste thickness of t = 10 mu m 20 mu m, and 30 mu m and water-binder ratios of 0.25, 0.30 and 0.35 were prepared. The results of experiments show that paste thickness on the coated aggregates significantly influences the mechanical properties and durability of HDSC. With the increase of paste thickness, the compressive strength is increased, but the electrical resistivity is decreased, particularly at the early ages of 1 and 3 days. The sulfate corrosion resistance coefficients of HDSC are larger than 1.0, the total porosity can be less than 7%, and the micropore (i.e. with pore size less than 20 nm) can be larger than 70%. (c) 2016 Published by Elsevier Ltd.
引用
收藏
页码:125 / 131
页数:7
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