Franus Wojciech, Halicka Anna, Lamorski Krzysztof, Jozefaciuk Grzegorz
Department of Civil Engineering and Architecture, Lublin University of Technology, Nadbystrzycka 40, 20-618 Lublin, Poland.
Department of Metrology and Modelling of Agrophysical Processes, Institute of Agrophysics, Doswiadczalna 4, 20-290 Lublin, Poland.
Materials (Basel). 2018 Jul 2;11(7):1126. doi: 10.3390/ma11071126.
The microstructure of concretes containing ceramic sanitary ware waste and granite aggregates was studied using scanning electron microscopy, mercury intrusion porosimetry and computer microtomography, before and after cyclic heating of the concretes to 1000 °C. All methods showed an increase in porosities in the concretes after heating. The proposed new approach to microtomography data analysis detected a much higher increase in the number of cracks in granite than in ceramic concrete after heating. This new approach to combining mercury intrusion and microtomography data showed that heating led to the narrowing of throats connecting smaller pore voids and a broadening of throats connecting larger pore voids, in both concretes.
在将混凝土循环加热至1000℃之前和之后,使用扫描电子显微镜、压汞法孔隙率测定仪和计算机显微断层扫描技术研究了含有陶瓷卫生洁具废料和花岗岩集料的混凝土的微观结构。所有方法均表明加热后混凝土中的孔隙率增加。所提出的显微断层扫描数据分析新方法检测到,加热后花岗岩中的裂缝数量增加幅度远高于陶瓷混凝土。这种将压汞法和显微断层扫描数据相结合的新方法表明,加热导致两种混凝土中连接较小孔隙的喉道变窄,连接较大孔隙的喉道变宽。