Shi Fangying, Li Tianyu, Wang Weikang, Liu Ruidan, Liu Xiaoyan, Tian Huiwen, Liu Nazhen
College of the Environment, Hohai University, Nanjing 210098, China.
College of Mechanics and Materials, Hohai University, Nanjing 210098, China.
Materials (Basel). 2021 Sep 25;14(19):5572. doi: 10.3390/ma14195572.
Concrete is a multi-phase, porous system. The pore structure has an important influence on the properties of the concrete. In this paper, a kind of fiber reinforced mortar was prepared with desert sand and its pore structure was studied. The MIP technique was used to investigate the pore structure characteristics between 1 nm and 500 μm (in diameter). Meanwhile, the μX-CT technique was used to study the pore structure characteristics above 200 μm. It was found that the total porosity tends to decrease first and then increase as the dosage of desert sand increased. The porosity decreased gradually from the upper to bottom area inside the sample, and the diameter of the air voids near the upper area became larger. After curing for 28 days, the compressive strength of fiber reinforced mortar reached the maximum when the content of desert sand was 50%. In conclusion, the appropriate amount of desert sand can reduce the porosity of the fiber reinforced mortar to some extent and the number of large size air voids can be significantly reduced, which improves the pore structure and the mechanical properties of the fiber reinforced mortar.
混凝土是一种多相多孔体系。孔隙结构对混凝土性能有重要影响。本文采用沙漠砂制备了一种纤维增强砂浆,并对其孔隙结构进行了研究。采用压汞法(MIP)研究了直径在1纳米至500微米之间的孔隙结构特征。同时,采用μX射线计算机断层扫描技术(μX-CT)研究了200微米以上的孔隙结构特征。结果发现,随着沙漠砂用量的增加,总孔隙率先降低后升高。样品内部从上到下孔隙率逐渐降低,上部区域附近的气孔直径变大。养护28天后,当沙漠砂含量为50%时,纤维增强砂浆的抗压强度达到最大值。总之,适量的沙漠砂可以在一定程度上降低纤维增强砂浆的孔隙率,并显著减少大尺寸气孔的数量,从而改善纤维增强砂浆的孔隙结构和力学性能。