Toma Ionut-Ovidiu, Stoian George, Rusu Mihai-Marius, Ardelean Ioan, Cimpoeşu Nicanor, Alexa-Stratulat Sergiu-Mihai
Faculty of Civil Engineering and Building Services, The "Gheorghe Asachi" Technical University of Iasi, 700050 Iasi, Romania.
National Institute of Research and Development for Technical Physics, 700050 Iasi, Romania.
Materials (Basel). 2023 Jun 21;16(13):4500. doi: 10.3390/ma16134500.
The continuous development of urban areas around the world led to an increase in construction material use and demand, with concrete seeing significant market uptake. Although significant progress has been made to reduce the environmental impact of concrete, there is still a stringent need for improvement. One of the most widely used methods to reduce the environmental impact of the cement industry and the construction industry alike is the replacement of ordinary Portland cement (OPC) by supplementary cementitious materials (SCM). Aside from by-products of industry, SCMs could also come from natural sources. Taking into account the porous structure of zeolites and their contribution to the improvement of the mechanical and durability properties of cement-based materials, the analysis of pore structure in cement pastes incorporating micronized natural zeolite is deemed necessary. In this research, the OPC was replaced by zeolite in three different percentages: 10%, 20%, and 30% by mass. The evolution of pore structure was investigated by means of nuclear magnetic resonance relaxometry at the curing ages of 1, 7, and 28 days. The microstructure of cement pastes was assessed by scanning electron microscopy investigations at 1, 7, 14, 21, and 28 days. The obtained results show that smaller pore sizes are present in cement pastes containing zeolites during the first 7 days. However, at the age of 28 days, the reference mix exhibits a similar pore structure to the mix containing 10% micronized zeolite due to the presence of larger amounts of hydration products. Increasing the replacement percentage to 30% results in larger pores, as indicated by larger values of the relaxation time.
世界各地城市地区的持续发展导致建筑材料的使用和需求增加,混凝土的市场占有率显著提高。尽管在减少混凝土对环境的影响方面已取得重大进展,但仍迫切需要改进。减少水泥行业和建筑业对环境影响的最广泛使用的方法之一是用辅助胶凝材料(SCM)替代普通硅酸盐水泥(OPC)。除了工业副产品外,SCM也可以来自天然来源。考虑到沸石的多孔结构及其对改善水泥基材料力学性能和耐久性的贡献,对掺入微粉化天然沸石的水泥浆体中的孔结构进行分析被认为是必要的。在本研究中,用沸石以三种不同质量百分比替代OPC:10%、20%和30%。通过核磁共振弛豫测量法研究了1天、7天和28天养护龄期时孔结构的演变。通过扫描电子显微镜在1天、7天、14天、21天和28天对水泥浆体的微观结构进行了评估。所得结果表明,在最初7天内,含沸石的水泥浆体中存在较小的孔径。然而,在28天龄期时,由于存在大量的水化产物,参考混合料的孔结构与含10%微粉化沸石的混合料相似。将替代百分比提高到30%会导致孔隙变大,弛豫时间值越大表明了这一点。