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      Influence of cement type, air-entrained admixture and hydration stabilizing admixture on mortars’ setting time Translated title: Influência do tipo de cimento e dos aditivos incorporador de ar e estabilizador de hidratação no tempo de pega de argamassas

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          Abstract

          ABSTRACT: Ready mix mortar is a ready to use mixture that uses hydration stabilizing (HSA) and air-entrained (AEA) admixtures in its composition, which modify its properties, especially the setting times. HSA extends the setting time of mortars for a long period, while AEA promotes a greater workability to the mixture. The study determined the temperature of the mortars with the evaluation of the setting times obtained by a semi-adiabatic calorimeter. Two types of cement (CPII-F-40 e CPII-Z-32) and varied contents of HSA (0.0%, 0.6% e 0.9%) and AEA (0.0%, 0.2% e 0.4%) were used. The results showed that the use of HSA decreased the amplitude of the temperature peaks and increased the setting times with cement CPII-Z-32 in relation to cement CPII-F-40. The setting time of the mortars was influenced by the type of cement used and by the contents of the admixtures.

          Translated abstract

          RESUMO: A argamassa estabilizada é uma mistura pronta que faz uso dos aditivos estabilizador de hidratação (AEH) e incorporador de ar (AIA) em sua composição, os quais modificam suas propriedades, principalmente, os tempos de pega. O AEH prorroga o tempo de pega das argamassas por um longo período, enquanto o AIA promove maior trabalhabilidade à mistura. O estudo determinou a temperatura de argamassas com a avaliação dos tempos de pega obtidos em calorímetro semi-adiabático. Foram utilizados dois tipos de cimento (CPII-F-40 e CPII-Z-32) e variados os teores de AEH (0.0%, 0.6% e 0.9%) e AIA (0.0%, 0.2% e 0.4%). Os resultados mostraram que o uso de AEH diminuiu a amplitude dos picos de temperatura e aumentou os tempos de pega das argamassas com o cimento CPII-Z-32 em relação ao cimento CPII-F-40. O tempo de pega das argamassas foi influenciado pelo tipo do cimento utilizado e pelos teores de aditivos.

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          Impact of admixtures on the hydration kinetics of Portland cement

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            Admixtures for recycling of waste concrete

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              On the relation of setting and early-age strength development to porosity and hydration in cement-based materials

              Previous research has demonstrated a linear relationship between compressive strength (mortar cubes and concrete cylinders) and cumulative heat release normalized per unit volume of (mixing) water for a wide variety of cement-based mixtures at ages of 1 d and beyond. This paper utilizes concurrent ultrasonic reflection and calorimetry measurements to further explore this relationship from the time of specimen casting to 3 d. The ultrasonic measurements permit a continuous evaluation of thickening, setting, and strength development during this time period for comparison with the ongoing chemical reactions, as characterized by isothermal calorimetry measurements. Initially, the ultrasonic strength-heat release relation depends strongly on water-to-cement ratio, as well as admixture additions, with no universal behavior. Still, each individual strength-heat release curve is consistent with a percolation-based view of the cement setting process. However, beyond about 8 h for the systems investigated in the present study, the various strength-heat release curves merge towards a single relationship that broadly characterizes the development of strength as a function of heat released (fractional space filled), demonstrating that mortar and/or concrete strength at early ages can be effectively monitored using either ultrasonic or calorimetry measurements on small paste or mortar specimens.
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                Author and article information

                Journal
                riem
                Revista IBRACON de Estruturas e Materiais
                Rev. IBRACON Estrut. Mater.
                IBRACON - Instituto Brasileiro do Concreto (São Paulo, SP, Brazil )
                1983-4195
                2021
                : 14
                : 1
                : e14114
                Affiliations
                [03] Florianópolis Santa Catarina orgnameInstituto Federal de Santa Catarina orgdiv1Departamento Acadêmico de Construção Civil Brazil
                [02] Santa Maria Rio Grande do Sul orgnameUniversidade Federal de Santa Maria orgdiv1Departamento de Estruturas e Construção Civil, Brazil
                [01] Santa Maria Rio Grande do Sul orgnameUniversidade Federal de Santa Maria orgdiv1Departamento de Expressão Gráfica Brazil
                Article
                S1983-41952021000100208 S1983-4195(21)01400100208
                10.1590/s1983-41952021000100014
                09af1246-1293-4e82-a5fe-bdec3286c97d

                This work is licensed under a Creative Commons Attribution 4.0 International License.

                History
                : 09 September 2019
                : 12 June 2020
                Page count
                Figures: 0, Tables: 0, Equations: 0, References: 53, Pages: 0
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                SciELO Brazil

                Self URI: Full text available only in PDF format (EN)
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                Original Article

                tempo de pega,argamassa estabilizada,aditivo incorporador de ar,aditivo estabilizador de hidratação,ready mix mortar,setting time,hydration stabilizing admixture,air-entrained admixture

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