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− | ==1 Title, abstract and keywords<!-- Your document should start with a concise and informative title. Titles are often used in information-retrieval systems. Avoid abbreviations and formulae where possible. Capitalize the first word of the title. | + | ==Abstract== |
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− | Provide a maximum of 6 keywords, and avoiding general and plural terms and multiple concepts (avoid, for example, 'and', 'of'). Be sparing with abbreviations: only abbreviations firmly established in the field should be used. These keywords will be used for indexing purposes.
| + | In spite of the numerous studies carried out on carbonation of the concrete, very few data have been published on the mechanism of steel depassivation and the corrosion rates involved in this type of phenomenon. Also some uncertainties remain as to the chemical composition of the pore solution of a carbonated concrete. |
| + | Random behaviours related with the changes in the corrosion rate of steel during accelerated carbonation of cement mortars have suggested the need to study the process in a more simple medium which allows the isolation of the different parameters. Thus, saturated <math>Ca(0H)_2</math>-base solutions with different additions of KOH and NaOH have been used to simulate the real pore concrete solution. |
| + | In the present work, simultaneous changes in the pH value, corrosion potential and corrosion rate (measured by means of the determination of the Polarization Resistance) of steel roads have been monitored during accelerated carbonation produced by a constant flux through the solution of <math>CO_2</math> gas and/or air. |
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− | An abstract is required for every document; it should succinctly summarize the reason for the work, the main findings, and the conclusions of the study. Abstract is often presented separately from the article, so it must be able to stand alone. For this reason, references and hyperlinks should be avoided. If references are essential, then cite the author(s) and year(s). Also, non-standard or uncommon abbreviations should be avoided, but if essential they must be defined at their first mention in the abstract itself. -->==
| + | ==Resumen== |
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| + | A pesar de los numerosos estudios realizados en torno a la carbonatación del hormigón, son muy pocos los datos publicados acerca del mecanismo de despasivación del acero y las velocidades de corrosión implicadas en el proceso de corrosión por carbonatación. Por otra parte, aún no se conoce la composición de la fase acuosa de un hormigón carbonatado. |
| + | Cierta erraticidad en los cambios registrados en la velocidad de corrosión del acero durante la carbonatación acelerada de morteros de cemento, puso de manifiesto la necesidad del estudio del proceso en un sistema simplificado que permitiera considerar aisladamente cada uno de los distintos parámetros. A este fin se utilizaron como disoluciones de simulación de la fase acuosa intersticial del hormigón, disoluciones saturadas de <math>Ca(0H)_2</math> con distintas adiciones de NaOH o KOH. |
| + | En el presente trabajo, se han registrado simultáneamente los cambios en el valor del pH de la disolución, potencial de corrosión y velocidad de corrosión (medida a través de la determinación de la Resistencia de Polarización) de redondos de acero, durante la carbonatación acelerada producida por un flujo constante de <math>CO_2</math> gaseoso y/o aire a través de la disolución. |
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| + | ==Full Document== |
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− | | + | <pdf>Media:Draft_Samper_816400519_6614_866-1006-2-PB.pdf</pdf> |
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− | ==4 Acknowledgments<!-- Acknowledgments should be inserted at the end of the document, before the references section. -->==
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In spite of the numerous studies carried out on carbonation of the concrete, very few data have been published on the mechanism of steel depassivation and the corrosion rates involved in this type of phenomenon. Also some uncertainties remain as to the chemical composition of the pore solution of a carbonated concrete.
Random behaviours related with the changes in the corrosion rate of steel during accelerated carbonation of cement mortars have suggested the need to study the process in a more simple medium which allows the isolation of the different parameters. Thus, saturated -base solutions with different additions of KOH and NaOH have been used to simulate the real pore concrete solution.
In the present work, simultaneous changes in the pH value, corrosion potential and corrosion rate (measured by means of the determination of the Polarization Resistance) of steel roads have been monitored during accelerated carbonation produced by a constant flux through the solution of gas and/or air.
A pesar de los numerosos estudios realizados en torno a la carbonatación del hormigón, son muy pocos los datos publicados acerca del mecanismo de despasivación del acero y las velocidades de corrosión implicadas en el proceso de corrosión por carbonatación. Por otra parte, aún no se conoce la composición de la fase acuosa de un hormigón carbonatado.
Cierta erraticidad en los cambios registrados en la velocidad de corrosión del acero durante la carbonatación acelerada de morteros de cemento, puso de manifiesto la necesidad del estudio del proceso en un sistema simplificado que permitiera considerar aisladamente cada uno de los distintos parámetros. A este fin se utilizaron como disoluciones de simulación de la fase acuosa intersticial del hormigón, disoluciones saturadas de con distintas adiciones de NaOH o KOH.
En el presente trabajo, se han registrado simultáneamente los cambios en el valor del pH de la disolución, potencial de corrosión y velocidad de corrosión (medida a través de la determinación de la Resistencia de Polarización) de redondos de acero, durante la carbonatación acelerada producida por un flujo constante de gaseoso y/o aire a través de la disolución.