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基于石墨烯纳米片改性的石灰基砂浆的开发与表征

Development and Characterization of Lime-Based Mortars Modified with Graphene Nanoplatelets.

作者信息

Pivák Adam, Pavlíková Milena, Záleská Martina, Pavlík Zbyšek

机构信息

Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Prague, Czech Republic.

出版信息

Materials (Basel). 2024 Oct 14;17(20):5022. doi: 10.3390/ma17205022.

Abstract

Materials for the conservation of cultural heritage must meet specific demands, such as high durability, service life, and compatibility with other materials used in the original building structures. Due to their low permeability to water and water vapor and their high rigidity, the use of Portland cement (PC) mortars, despite their high mechanical resistance and durability, does not represent an appropriate solution for the repair of historic masonry and structures. Their incompatibility with the original materials used in the past, often on a lime basis, is therefore a serious deficiency for their application. On the other hand, lime-based mortars, compared to PC-based materials, are more susceptible to mechanical stress, but they possess high porosity, a high water vapor transmission rate, and moderate liquid water transport. This study aims at the development of two types of lime-based mortars, calcium lime (CL) and hydraulic lime (HL). The modification of mortars was conducted with a carbon-based nanoadditive and graphene nanoplatelets (GNs) in three dosages: 0.1%, 0.3%, and 0.5% of the binder weight. The enhancement of CL mortars by GNs greatly increased mechanical strength and affected heat transport characteristics, while other characteristics such as porosity, water absorption, and drying rate remained almost similar. The application of GNs to HL not only enhanced the strength of mortars but also decreased their porosity, influenced pore size distribution, and other dependent characteristics. It can be concluded that the use of graphene nanoplatelets as an additive of lime-based composites can be considered a promising method to reinforce and functionalize these composite materials. The improved mechanical resistance while maintaining other properties may be favorable in view of the increasing requirements of building materials and may prolong the life span of building constructions.

摘要

文化遗产保护材料必须满足特定要求,如高耐久性、使用寿命以及与原始建筑结构中使用的其他材料的兼容性。由于波特兰水泥(PC)砂浆对水和水蒸气的低渗透性以及高刚性,尽管其具有高机械抗性和耐久性,但对于历史砖石结构和建筑的修复而言,它并不是一个合适的解决方案。因此,它们与过去常用的、通常以石灰为基础的原始材料不兼容,这是其应用中的一个严重缺陷。另一方面,与基于PC的材料相比,石灰基砂浆更容易受到机械应力的影响,但它们具有高孔隙率、高水蒸气透过率和适度的液态水传输性。本研究旨在开发两种类型的石灰基砂浆,即钙质石灰(CL)和水硬石灰(HL)。使用碳基纳米添加剂和石墨烯纳米片(GNs)以三种用量(占粘结剂重量的0.1%、0.3%和0.5%)对砂浆进行改性。GNs对CL砂浆的增强作用极大地提高了机械强度并影响了热传输特性,而其他特性如孔隙率、吸水率和干燥速率几乎保持不变。将GNs应用于HL不仅增强了砂浆的强度,还降低了其孔隙率,影响了孔径分布及其他相关特性。可以得出结论,使用石墨烯纳米片作为石灰基复合材料的添加剂可被视为一种增强和功能化这些复合材料的有前景的方法。鉴于对建筑材料的要求不断提高,在保持其他性能的同时提高机械抗性可能是有利的,并且可能延长建筑结构的使用寿命。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/78b4/11509324/fa87b115cb42/materials-17-05022-g001.jpg

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