Microstructural modifications of lime-based mortars induced by ceramics and nanoparticle additives

被引:0
|
作者
Sierra-Fernandez, Aranzazu [1 ]
Sotiriadis, Konstantinos [2 ,3 ]
Ergenc, Duygu [4 ]
Gomez-Villalba, Luz S. [1 ]
Barbero-Barrera, M. Mar [5 ]
Len, Adel [6 ,7 ]
Slizkova, Zuzana [2 ]
Fort, Rafael [1 ]
机构
[1] UCM, CSIC, Inst Geociencias, C-Doctor Severo Ochoa 7, Madrid 28040, Spain
[2] Inst Theoret, Appl Mech Czech Acad Sci, Prosecka 809-76, Prague 19000, Czech Republic
[3] South Ural State Univ, Natl Res Univ, Dept Bldg Mat & Prod, Pr Lenina 76, RU-454080 Chelyabinsk, Russia
[4] Middle East Tech Univ, Conservat & Cultural Heritage Grad Program, Ankara, Turkiye
[5] Univ Politecn Madrid, Escuela Tecn Super Arquitectura, Avda Juan de Herrera 4, Madrid 28040, Spain
[6] REN Ctr Energy Res, HUN, Konkoly Thege Miklo Sut 29-33, H-1121 Budapest, Hungary
[7] Univ Pecs, Fac Engn & Informat Technol, Boszorkany Ut 2, H-7624 Pecs, Hungary
来源
关键词
Air lime-based mortar; Nanoparticles; Red-clay ceramic waste; Microstructure; Pozzolanity; Mechanical performance; S-H GEL; MECHANICAL-PROPERTIES; HYDRATING CEMENT; HARDENED STATE; X-RAY; CARBONATION; POZZOLANA; CONSOLIDATION; BYZANTINE; PRODUCTS;
D O I
10.1016/j.jobe.2024.109672
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Lime-based mortars are one of the principal choices for building and restoration projects, owing to their unique qualities and material compatibility. Admixtures have long been incorporated to enhance the performance and durability of mortars, with ceramics being a traditional choice. More recently, the addition of nanoparticles has been explored as a means to further improve these properties. However, the effective optimization of the complex interplay between additives in lime-based mortars, which is crucial for enhancing their sustainability, remains an ongoing area of research. This study investigated the effects of red-clay ceramic aggregates (RCC) and nanoparticle-based solutions of Ca(OH)2 and SiO2 on the mineralogy, hydraulicity, surface properties, pore structure, and mechanical properties of lime-based mortars. The addition of nanoparticle-based solutions increased the carbonation reactivity, whereas the ceramic aggregates caused a more extensive conversion of portlandite to calcite on the external faces, indicating reduced porosity during the carbonation process. Pozzolanic reactions and the formation of new calcium silicate compounds were observed, along with improved compaction, smoother surfaces, and microcrack formation. The porosity increased with the addition of the ceramic aggregates, whereas the addition of nanoparticles significantly increased the number of pores in the mesoporous range. The specific surface area of the mortars increased with the inclusion of ceramic aggregates and nanoparticles, whereas the open porosity increased and the density and compressive strength decreased with the addition of nanoparticles and associated pozzolanic reactions that occurred with the inclusion of ceramic aggregates. These findings lay the groundwork for future improvements in the formulation of lime-based mortars to balance hydraulicity, surface characteristics, and mechanical performance while preserving porosity.
引用
收藏
页数:19
相关论文
共 50 条
  • [1] Bio-additives in lime-based mortars: An investigation of the morphology performance
    Kampragkou, Petrini
    Dabekaussen, Maxime
    Kamperidou, Vasiliki
    Stefanidou, Maria
    Construction and Building Materials, 2025, 474
  • [2] Recycled sand in lime-based mortars
    Stefanidou, M.
    Anastasiou, E.
    Filikas, K. Georgiadis
    WASTE MANAGEMENT, 2014, 34 (12) : 2595 - 2602
  • [3] Forced and natural carbonation of lime-based mortars with and without additives:: Mineralogical and textural changes
    Cultrone, G
    Sebastián, E
    Huertas, MO
    CEMENT AND CONCRETE RESEARCH, 2005, 35 (12) : 2278 - 2289
  • [4] Improving lime-based rendering mortars with admixtures
    Gonzalez-Sanchez, J. F.
    Fernandez, J. M.
    Navarro-Blasco, I
    Alvarez, J., I
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 271
  • [5] Methods for porosity measurement in lime-based mortars
    Maria, Stefanidou
    CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (12) : 2572 - 2578
  • [6] Sulphate resistance of lime-based barium mortars
    Karatasios, Ioannis
    Kilikoglou, Vassilis
    Theoulakis, Panagiotis
    Colston, Belinda
    Watt, David
    CEMENT & CONCRETE COMPOSITES, 2008, 30 (09): : 815 - 821
  • [7] Valorization of crushed bricks in lime-based mortars
    Aalil, Issam
    Badreddine, Dalal
    Beck, Kevin
    Brunetaud, Xavier
    Cherkaoui, Khalid
    Chaaba, Ali
    Al-Mukhtar, Muzahim
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 226 : 555 - 563
  • [8] Rheological behaviour of hydraulic lime-based mortars
    Seabra, M. P.
    Labrincha, J. A.
    Ferreira, V. M.
    JOURNAL OF THE EUROPEAN CERAMIC SOCIETY, 2007, 27 (2-3) : 1735 - 1741
  • [9] Improving lime-based rendering mortars with admixtures
    González-Sánchez, J.F.
    Fernández, J.M.
    Navarro-Blasco, Í.
    Alvarez, J.I.
    Construction and Building Materials, 2021, 271
  • [10] Performance of lime-based mortars at elevated temperatures
    Pachta, Vasiliki
    Triantafyllaki, Sofia
    Stefanidou, Maria
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 189 : 576 - 584