DOI QR코드

DOI QR Code

Hydration and Carbonation Properties of Different Hydraulic Lime

수경성석회 종류에 따른 수황 및 탄산화 특성

  • Moon, Ki-Yeon (Department of Research and Development, Korea Institute of Limestone and Advanced Materials) ;
  • Choi, Moon-Kwan (Department of Research and Development, Korea Institute of Limestone and Advanced Materials) ;
  • Cho, Kye-Hong (Department of Research and Development, Korea Institute of Limestone and Advanced Materials) ;
  • Cho, Jin-Sang (Department of Research and Development, Korea Institute of Limestone and Advanced Materials) ;
  • Ahn, Ji-Whan (Mineral Resources Research Division, Korea Institute of Geoscience and Mineral Resources) ;
  • Yeon, Kyu-Seok (Department of Regional Infrastructure Engineering, Kangwon National University)
  • 문기연 (한국석회석신소재연구소 연구개발실) ;
  • 최문관 (한국석회석신소재연구소 연구개발실) ;
  • 조계홍 (한국석회석신소재연구소 연구개발실) ;
  • 조진상 (한국석회석신소재연구소 연구개발실) ;
  • 안지환 (한국지질자원연구원 광물자원본부) ;
  • 연규석 (강원대학교 지역건설공학과)
  • Received : 2014.02.07
  • Accepted : 2014.03.05
  • Published : 2014.03.31

Abstract

The main mineral phases of natural hydraulic lime (NHL) as a hydraulic lime binderare $Ca(OH)_2$, $C_2S$, $C_3S$, $C_3A$, and $SiO_2$ residues. Also, NHL has the characteristic of setting and hardening by a hydration reaction with water and by carbonation reactions with carbon dioxide from the air. In this study, in an effort to investigate changes of the mineral phases by NHL hydration and carbonation reactions, transitions of mineral phases and the microstructures of hardened pastes were analyzed by XRD, DSC, SEM, and by pore size distributions using domestic and foreign-sourced NHL pastes after curing at 1, 3, 7, and 28 days. On the basis of the analysis results, it was confirmed that domestic low-grade limestone can be used for the manufacturing of NHL. The main hydration mineral phases were $Ca(OH)_2$, $CaCO_3$, $C_2S$, and $SiO_2$ residues, while in the case of foreign-sourced NHL, a small amount of an aluminium hydration phase formed. Also, the $CaCO_3$ content after the carbonation reaction increased with an increase in the curing time. After hydration for 28 days, NHL containing considerable amounts of $C_2S$ and $C_3S$ showed higher carbonation ratios than others types.

Keywords

References

  1. S. Paviia, B. Fitzgerald, and E. Treacy, "An Assessment of Lime Mortars for Masonry Repair," pp. 101-08, Concr. Research in Ireland Colloquium, 2006.
  2. G. Allen and R. Ball, "Mechanical Properties of Hydraulic Lime Mortars," 4th Portuguese Congress on Mortars and ETICS, 2012.
  3. A. El-Turki, R. J. Ball, and G. C. Allen, "The Influence of Relative Humidity on Structural and Chemical Change during Carbonation of Hydraulic Lime," Cem. Concr. Res., 37 [8] 1233-40 (2007). https://doi.org/10.1016/j.cemconres.2007.05.002
  4. J. Valek, J. Hughes, and P. Bartos, "Gas Permeability, Porosity and Carbonation of Modern Conservation Lime Mortar Mix," Materials for Buildings and Structures, ISBN:3-527-30125-9 (2000).
  5. A. El-Turki, R. J. Ball, S. Holmes, W. J. Allen, and G. C. Allen, "Environmental Cycling and Laboratory Testing to Evaluate the Significance of Moisture Control for Lime Mortars," Const. Build. Mater., 24 [8] 1392-97 (2010). https://doi.org/10.1016/j.conbuildmat.2010.01.019
  6. V. B. Bosiljkov, "The Use of Industrial and Traditional Limes for Lime Mortars," pp. 343-52, Historical Constructions, Ed. by P.B. Lourenco and P. Roca, 2001.
  7. L. Paama, I. Pitkanen, H. Ronkkomaki, and R. Peramaki, "Thermal and Infrared Spectroscopic Characterization of Historical Mortars," Thermochim. Acta, 320 [1-2] 127-33 (1998). https://doi.org/10.1016/S0040-6031(98)00421-3
  8. A. Kalagri, A. Miltiadou-Fezans, and E. Vintzileou, "Design and Evaluation of Hydraulic Lime Grouts for the Strengthening of Stone Masonry Historic Structures," Mater. Struct., 43 [8] 1135-46 (2010). https://doi.org/10.1617/s11527-009-9572-1
  9. E. Bechoux, Dr. B. Naffin, X. Pettiau, Dipl.-Ing. M. Sindram, and M. Tomlinson, "Application Conditions for Highly Reactive Lime Hydrates in Dry Sorption," IChemE Waste Symposium, 2003.

Cited by

  1. Mechanical properties of hydraulic lime mortars and fired clay bricks subjected to dry-wet cycles vol.303, pp.None, 2021, https://doi.org/10.1016/j.conbuildmat.2021.124458