Carbonated calcium silicates as pozzolanic supplementary cementitious materials

被引:3
作者
Cisinski, Michal [1 ,2 ]
Biava, Giada [1 ,3 ,4 ]
Winnefeld, Frank [5 ]
Sadowski, Lukasz [6 ]
Ben Haha, Mohsen [1 ]
Zajac, Maciej [1 ]
机构
[1] Heidelberg Mat, Global R&D, Oberklamweg 2-4, D-69181 Leimen, Germany
[2] Wroclaw Univ Sci & Technol, Dept Adv Mat Technol, Wybrzeze Wyspianskiego 27, PL-50370 Wroclaw, Poland
[3] Univ Brescia, INSTM, Brescia, Italy
[4] Univ Brescia, Dept Mech & Ind Engn, Brescia, Italy
[5] Swiss Fed Labs Mat Sci & Technol, Empa, CH-8600 Dubendorf, Switzerland
[6] Wroclaw Univ Sci & Technol, Dept Mat Engn & Construct Proc, Wybrzeze Wyspianskiego 27, PL-50370 Wroclaw, Poland
关键词
Enforced Carbonation; Alumina silica gel; Pozzolanic reaction; Compressive strength; MECHANICAL PERFORMANCE; CO2; MINERALIZATION; HYDRATION; METAKAOLIN; MICROSTRUCTURE; BEHAVIOR;
D O I
10.1016/j.conbuildmat.2024.137764
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study examined the carbonation mechanisms and products of various precursors, including hydrated cement pastes and calcium silicate clinkers. Regardless of the materials investigated, all exhibited rapid carbonation reactions and achieved high degrees of carbonation. Calcium carbonate and siliceous gel were consistently formed as carbonation products. The starting materials significantly influenced the characteristics of the siliceous gel. Carbonated concrete pastes displayed a higher presence of alumina in the gel, resulting in greater surface area and nano-porosity compared to gels formed from calcium silicate clinkers. The pozzolanic reaction products also differed depending on the precursor, with carbonated concrete pastes forming C-S-H and AFm phases, while carbonated calcium silicate clinkers produced only C-S-H phase. Such variations impacted the evolution of mechanical performance in composite cements. Notably, carbonated composite cements containing recycled concrete pastes exhibited higher early compressive strength compared to carbonated calcium silicate clinkers. However, the final compressive strength is similar.
引用
收藏
页数:9
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