Bibliographic citations
Samaniego, L., (2018). Influencia de la composición química de arenas y cementos peruanos en el desempeño de aditivos plastificantes para concreto [Tesis, Pontificia Universidad Católica del Perú]. http://hdl.handle.net/20.500.12404/12846
Samaniego, L., Influencia de la composición química de arenas y cementos peruanos en el desempeño de aditivos plastificantes para concreto [Tesis]. PE: Pontificia Universidad Católica del Perú; 2018. http://hdl.handle.net/20.500.12404/12846
@mastersthesis{renati/536173,
title = "Influencia de la composición química de arenas y cementos peruanos en el desempeño de aditivos plastificantes para concreto",
author = "Samaniego Orellana, Luis Jesús Mijaíl",
publisher = "Pontificia Universidad Católica del Perú",
year = "2018"
}
The additives, present a long time ago in the construction technology, can transmit physical and chemical properties, having the capacity to be applied in many fields, to offer new functions and characteristics. And this is the reason why, the latest developments in the field of construction, are associated with the evolution of these additives, and are needed to generate, with the resistance to high resistance to sulfates, with an appropriate content, among other properties; maintaining the embargo to date as the main function, act as a plasticizing agent, within concrete mixtures, return to the loss of the settlement and the initial forge, through complex chemical interactions. Precisely for this reason, that this research becomes important, entitled “Influence of chemical com- position in Peruvian cements and aggregates, in the performance of plasticizers addicts“; since in this way it is possible to know, how the characteristics of the main raw materials of the concrete, can determine the performance of the plasticizing additives, which are used in them; It could already be thought that due to its marked chemical characteristics, these additives will always show the same behavior, foreseen by the manufacturer; but this research shows, with the results of the tests carried out on these mixtures, that it traditionally varies, even with changes in the composition of the cement and the aggregates (especially in the miles of sand), which compose it. Regarding the sands, we clearly noticed the influence of its modulus of fineness, and its content of clays, on the plasticizing power of the additives, and on the resistance that the mortars obtained with them; since at a lower M.F. and% Clays, the additive showed a greater plasticizing intensity within the parameters, achieving that these become more fluid for a longer time, and with better resistances. Regarding the cements, it could be observed that those with a lower content of Alkalis and Tricalcium Aluminate, maximize the effect of each additive, since they come with a great plasticizing intensity in their respective mortars; achieve that these become more fluid and longer, in addition to which they obtained the greatest resistance; The influence of the cement type on the behavior of the additives is clearly noted. And with regard to additives, it could be demonstrated that the additive is the one with the greatest initial plasticizing power, almost all cases, with some exceptions; and the additive Polycarboxylate in the change, is the time that maintains to maintain the volume, being the only one that maintains the fluidity and the workability of each mortar, for more than 120’. Finally, after a punctual analysis for each combination, a global analysis was made to do the Project; obtaining logical conclusions, which can be applied to real life; verifying especially the fickle and sensitive to the changes that is the concrete, and even more the additives.
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