College of Civil Engineering, Hunan University, Changsha, 410082, Hunan, China.
Department of Civil Engineering, Faculty of Engineering, University of Malaya, Malaysia.
Environ Pollut. 2021 Jul 1;280:116914. doi: 10.1016/j.envpol.2021.116914. Epub 2021 Mar 17.
Recently, the use of accelerated carbonation curing has attracted wide attention as a promising method to reduce carbon dioxide (CO) emission and improve the mechanical properties of cement-based materials. However, the diffusion mechanism of CO in the matrix and the content of hydration products are the key factors that restrict the carbonation reaction rate. To understand the combined behavior of hydration and carbonation reactions, this paper investigates the influence of cement hydration induced by water-to-cement ratio (w/c) (ranging from 0.25 to 0.45) on microstructure and microhardness properties of cement paste. The experimental results demonstrated that carbonation only occurred at the surface layer of cement paste samples and carbonation efficiency was significantly influenced by greater hydration due to higher w/c. The carbonation depth of the sample with 0.45 w/c was about 6 times higher than that of sample with 0.25 w/c after 28 days of CO curing. XRD results revealed that calcite-type calcium carbonate is the main carbonation product and consumption of clinker phases (CS and CS) during the hydration enhanced the calcite precipitation in the pores of the surface layer. According to FTIR, with increasing w/c, the position of Si-O-Si stretching bond of the carbonated surface changed from Q to Q, confirming the formation of amorphous silica-rich gel, along with the appearance of CO bonds related to calcite. In overall, the micro-mechanical analysis in this study showed that the carbonation significantly improved the surface microhardness of cement paste samples, while the refinement of capillary pores due to carbonation also decreased the negative impact of large pores formed in the matrix of cement paste prepared with high w/c.
最近,加速碳酸化养护作为一种减少二氧化碳(CO)排放和提高水泥基材料力学性能的有前途的方法,引起了广泛关注。然而,CO 在基体中的扩散机制和水化产物的含量是限制碳酸化反应速率的关键因素。为了了解水化和碳酸化反应的综合行为,本文研究了水灰比(w/c)(范围为 0.25 至 0.45)对水泥浆体微观结构和微观硬度性能的影响。实验结果表明,碳酸化仅发生在水泥浆体样品的表面层,碳酸化效率受更高水化作用的影响较大,因为较高的 w/c。在 CO 养护 28 天后,w/c 为 0.45 的样品的碳酸化深度约为 w/c 为 0.25 的样品的 6 倍。XRD 结果表明,方解石型碳酸钙是主要的碳酸化产物,水化过程中熟料相(CS 和 CS)的消耗促进了表面层孔隙中方解石的沉淀。根据 FTIR,随着 w/c 的增加,碳酸化表面的 Si-O-Si 伸缩键的位置从 Q 变为 Q,证实了富无定形硅凝胶的形成,同时出现了与方解石有关的 CO 键。总的来说,这项研究的微观力学分析表明,碳酸化显著提高了水泥浆体样品的表面微观硬度,而碳酸化导致的毛细孔细化也降低了高 w/c 制备的水泥浆体基体中形成的大孔的负面影响。