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QSI methods for determining the quality of the surface finish of concrete

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QSI methods for determining the quality of the surface finish of concrete

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dc.contributor.author Benito-Saorín, Francisco Javier es_ES
dc.contributor.author Miñano-Belmonte, Isabel es_ES
dc.contributor.author Parra Costa, Carlos-Jose es_ES
dc.contributor.author Rodríguez-López, Carlos es_ES
dc.contributor.author Valcuende Payá, Manuel Octavio es_ES
dc.date.accessioned 2019-06-08T20:03:17Z
dc.date.available 2019-06-08T20:03:17Z
dc.date.issued 2018 es_ES
dc.identifier.uri http://hdl.handle.net/10251/121829
dc.description.abstract [EN] The surface finish of a concrete element may become an index of its quality, relating the external and internal porosity with the mechanical and durability properties. Few methods are used to determine the surface quality of concrete elements. Mention must be made the Quality Surface Index (QSI) proposes a simplified method to quantify the surface occupied by the pores in relation with the total surface inspected, analyzing groups of pores by their diameter. The method of the CIB W29 (Commission W29 "Concrete Surface Finishings") proposes an inspection of the concrete element and its visual comparison with some standard templates. Finally, the digital processing of images allows the zones with surface defects to be delimited and quantified according to premises of quality introduced into the control software. These three methods are employed in this work and are applied in three concrete walls situated three meters from the observer (M-1, M-2 and M-3). Following the conversion of the results of the method with ImageJ and QSI, the results suppose differences that go from 0.1 tenths (2%) for M-3 up to 0.3 tenths (8%) for M-1. All values are within the obtained range with CIB W29 templates. This can validate the QSI and digital processing methods and allows a quick verification of the results. With the digital method, it is obtained that 23.5% of the total pores of M-1 have a diameter of less than 10 mm(2) and 44% of less than 100 mm(2). For M-2 and M-3 the proportions of pores with a dimension below 10 mm(2) is of 43.1% and 27.7%, respectively, and that 77.5% and 60.7% are smaller than 100 mm2. From all the above it can be highlighted that M-1 is the one with the lowest amount of pores, however the proportion of the largest is greater than for M-2 and M-3. In the case of M-3, although it has a lower proportion of larger pores than M-1, its greater amount means it is the worst in terms of surface finish of the three. es_ES
dc.language Inglés es_ES
dc.publisher MDPI AG es_ES
dc.relation.ispartof Sustainability es_ES
dc.rights Reconocimiento (by) es_ES
dc.subject Surface finish es_ES
dc.subject Pores es_ES
dc.subject Bubbles es_ES
dc.subject Analysis of images es_ES
dc.subject.classification CONSTRUCCIONES ARQUITECTONICAS es_ES
dc.title QSI methods for determining the quality of the surface finish of concrete es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.3390/su10040931 es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Construcciones Arquitectónicas - Departament de Construccions Arquitectòniques es_ES
dc.description.bibliographicCitation Benito-Saorín, FJ.; Miñano-Belmonte, I.; Parra Costa, C.; Rodríguez-López, C.; Valcuende Payá, MO. (2018). QSI methods for determining the quality of the surface finish of concrete. Sustainability. 10(4):931-1-931-14. https://doi.org/10.3390/su10040931 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://doi.org/10.3390/su10040931 es_ES
dc.description.upvformatpinicio 931-1 es_ES
dc.description.upvformatpfin 931-14 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 10 es_ES
dc.description.issue 4 es_ES
dc.identifier.eissn 2071-1050 es_ES
dc.relation.pasarela S\356559 es_ES


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