Published

2018-09-01

Study of new formations of C-S-H in manufactured with glass powder as binder mortar

Estudio de las nuevas formaciones C-S-H en morteros fabricados con polvo de vidrio como ligante

DOI:

https://doi.org/10.15446/ing.investig.v38n3.67270

Keywords:

Glass Powder, Binder, Self-regeneration, Soil Stabilization (en)
Polvo de Vidrio, Ligante, Autoregeneración, Estabilización de suelos (es)

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Authors

  • Eva María García del Toro Universidad Politécnica de Madrid
  • María Isabel Más López Universidad Politécnica de Madrid

Mortar and paste with different composition were analyzed with X-ray diffraction and dispersive energy spectrometry (EDS) with coupled Electronic Scanning Microscope (SEM) to study the formation that appear after the setting reaction in the mortar made by using glass powder, with a size of 16μ, as binder. Such analysis shows the occurrence of formations similar to C-S-H gels, but in which, the Ca/Si ratio is lower than for typical C-S-H gels. In addition it was observed that the shape of the gels is slightly different when the samples are preserved in water. These more filamentous formations and the presence of a larger number of Si molecules causes the setting reaction to be maintained for a longer period of time and provide a certain capacity for self-regeneration without external intervention, which makes it suitable for soil stabilization.

 Para estudiar las formaciones que aparecen tras las reacciones de fraguado en los morteros fabricados utilizando polvo de vidrio como ligante, se han analizado mediante difracción por rayos X y espectrometría de energía dispersiva (EDS) con Microscopio Electrónico de Barrido (MEB) acoplado, morteros y pastas con diferentes composiciones. Dichos análisis han mostrado la aparición de unas formaciones similares a los geles C-S-H, en las que la relación Ca/Si es menor que para los C-S-H que aparecen con ligante convencionales. Además, se ha observado que la forma de los geles es ligeramente diferente cuando las muestras se conservan en agua. Estas formaciones, más filamentosas, y la presencia de mayor número de moléculas de Si hace que las reacciones de fraguado se mantengan durante más tiempo, y proporcionen una cierta capacidad de autoregeneración sin intervención externa, esto hace que su uso sea idóneo en la estabilización de suelos.

References

Comité Técnico AEN/CTN 80. (Diciembre de 2011). Norma UNE-EN 196-1. Parte I: Composición Especificaciones y criterios de conformidad de los cementos comunes. España: AENOR.

A. Prghi, M. S. (2016). Physical and mechanical properties of cementitious composites containin recycled glass power (RGP) and Styrene butadiene rubber (SBR). Construction and Building Materials, 34-43. DOI: 10.1016/j.conbuildmat.2015.12.006

Atienza, M. e. (2010). Manual de Estabilización de Suelos con Cemento y Cal. Madrid: Instituto Español del Cemento y sus aplicaciones (IECA).

C. Pade, M. G. (2017). The CO2 uptake of concrete in a 100year perspective [2]. Part II: Environmental Challenges and Opportunities. Cement and Concrete Research, 1348- 1356. DOI: 10.1016/j.cemconres.2007.06.009

C. Meyer. (2009). The greening of the concrete industry. Cement & Concrete Composites, 601-605. DOI: 10.1016/j.cemconcomp.2008.12.010

Ecovidrio. (30 de Agosto de 2018). Obtenido de https://www.ecovidrio.es/reciclado/datos-de-reciclado/mapa-interactivo.aspx

G. Vijayakumar, H. V. (2013). Studies on mechanical properties of concrete containing waste glass powder as a partial replacement of cement in concrete. Cement and Concrete Research, 153–157.

H. Rashidian-Dezfouli, K. A. ( 2017). Efficiency of Ground Glass Fiber as a cementitious material, in mitigation lf alkali-silika reaction of glass aggregates in mortars and concrete. Journal of Buiding Engineering, 171-180. DOI: 10.1016/j.jobe.2017.11.018

Hansen T, L. E. (2004). Concrete waste in a global perspective recycling concrete and other materials for sustainable development. American Concrete Institute, 35–45.

J. Chen, C. P. (2009). Photocatalytic activity of titanium dioxide modified concrete materials-Influence of utilizing recycled glass cullets as aggregates. Journal of Environmental Management, 3436-3442. DOI: 10.1016/j.jenvman.2009.05.029

Johnston, C. (1974). Waste Glass as Coarse Aggregate for Concret. Journal of Testing and Evaluation, 344-350. DOI: 10.1520/JTE10117J

M. Z. Guo, Z. C. (2015). Effects of recycled glass on properties of architectural mortar before and after exposure to elevated temperatures. Jornal of cleaner Production, 158-164. DOI: 10.1016/j.jclepro.2015.04.004

Marco, L. J.-L. (2012). Estudio de la resistencia a compresión de morteros fabricados con conglomerante compuesto de polvo de vidrio. Informes de la Construcción, 529-536. DOI: 10.3989/ic.11.100

Mas-López M.I, G. d. (2016). Análisis de la viabilidad ambiental de la utilización de morteros fabricados con polvo de vidrio en la estabilización de suelos. Información Tecnológica, 77-86. DOI: 10.4067/S0718-07642016000500010

Mohammadreza Mirzahosseini, K. A. ( 2015 ). Influence of different particle sizes on reactivity of finely ground glass as supplementary cementitious material (SCM. Cement & Concrete Composites , 95–105. DOI: 10.1016/j.cemconcomp.2014.10.004

N. A. Soliman, A. T.-H. (2016). Development of ultra-high-performance concrete using glass powder–Towards ecofriendly concrete. Construction and Building Materials, 600–612. DOI: 10.1016/j.conbuildmat.2016.08.073

R. Idir, M. C.-H. (2010). Use of fine glass as ASR inhibitor in glass aggregate mortars. Construction and Building Materials, 1309-1312.

R. Idir, M. C.-H. (2011). Pozzolanic properties of fine and coarse olormixed glass cullet. Cement and Concrete Composites, 19–29. DOI: 10.1016/j.cemconcomp.2010.09.013

R. G. Pike, D. H. (1957). Physicochemical studies of the destructive alkaliaggregate reaction in concrete. Journal of Research of the National Bureau of Standards, 127–132.

R. G. Pike, D. H. (1960). Binary silicate glasses in the study of alkali-aggregate reaction. Highway Research Board, 39–44.

S. Goni, A. G. (2011). Caracterización textural y mecánica de geles C-S-H formados en la hidratación de muestras sintéticas T1-C3S, ®-C2S y sus mezclas. Materiales de Construccción, 169-183. DOI: 10.3989/mc.2011.00511

Tagnit-Hamou, A. O. (2016). Performance of glass-powder concrete in field applications. Construction and Building Materials, 84–95. DOI: 10.1016/j.conbuildmat.2016.02.006

Torres Castellanos, N., & Torres Agredo, J. (2010). Using spent fluid catalytic cracking (FCC) catalyst as pozzolanic addition — a review. Ingeniería e Investigación, 35-42. Recuperado de https://revistas.unal.edu.co/index.php/ingeinv/article/view/15728

Tung-Chai Ling a, b. C. (2017). Spent fluorescent lamp glass as a substitute for fine aggregate in cement mortar. Journal of Cleaner Production, 646-654. DOI: 10.1016/j.jclepro.2017.05.173

Tung-Chai Linga, b. C.-S.-W. (2012). Management and recycling of waste glass in concrete products: current situations in Hong Kong. Resources Conservation and Recycling, 25-31. DOI: 10.1016/j.resconrec.2012.10.006

V. Corinaldesi, G. G.–2. (2005). Reuse of ground waste glass as aggregate for mortars. Waste Management, 197-201. DOI: 10.1016/j.wasman.2004.12.009

Y. Jani, W. H. (2014). Waste glass in the production of cement and concrete – A review. Journal of Environmental Chemical Engineering, 1767-1775. DOI: 10.1016/j.jece.2014.03.016

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How to Cite

Study of new formations of C-S-H in manufactured with glass powder as binder mortar. (2018). Ingeniería E Investigación, 38(3), 24-32. https://doi.org/10.15446/ing.investig.v38n3.67270