3.8 Article

Effect of hydrated lime on efflorescence formation

出版社

EMERALD GROUP PUBLISHING LTD
DOI: 10.1108/IJBPA-11-2020-0102

关键词

Mortars; Lime; Efflorescence; Compressive strength

资金

  1. Brazilian Federal Agency for the Support and Evaluation of Graduate Education (Coordenacao de Aperfeicoamento de Pessoal de Nivel Superior - CAPES)
  2. National Council for Scientific and Technological Development (Conselho Nacional de Desenvolvimento Cientifico and Tecnologico - CNPQ)
  3. Araucaria Foundation

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Efflorescence formation in mortars with higher lime content was studied in this research. The results showed that increased lime content led to more efflorescence, reduced flexural tensile and compressive strength, increased water absorption by capillarity, and higher porosity of the mortars. Calcium carbonate was identified as the material formed by the efflorescence through microstructural tests. Users need to take extra precautions when using lime-cement mortars to prevent efflorescence.
Purpose Efflorescence formation is very common in cement-based materials. In the case of mortar, efflorescence is more studied when only Portland cement is used as a binder. However, the repair of historical heritage, as well as the construction system of some countries, usually uses mortars composed of hydrated lime and Portland cement. This study aims to determine the influence of the hydrated lime content on the incidence of efflorescence in mortars. Design/methodology/approach Mortars with 0%, 50%, and 100% lime/cement ratio were studied, using three different methods to accelerate efflorescence formation. The surface area of mortars affected by efflorescence was quantified by analysis using image software. Also, analysis of mercury intrusion porosity test, flexural tensile, compressive strength, absorption of water by capillarity, porosity, XRD and TGA was performed. Findings More efflorescence in mortars with a higher amount of lime in their composition was observed. The results show that the increase in the lime content reduces the flexural tensile and the compressive strength and increased the absorption of water by capillarity and the porosity of the mortars. The material formed by the efflorescence was calcium carbonate, proven by microstructural tests. Originality/value The results of greater efflorescence formation in mortars with lime are important to alert users who apply this type of material. Some type of protection must be done more rigorously for lime-cement mortars, especially concerning contact with water, since efflorescence tends to be faster for this type of material.

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