Research article

Analysis of alterations presented in a white-concrete façade exposed to a marine environment——A case study in Cádiz (Spain)

  • Received: 24 November 2021 Revised: 09 February 2022 Accepted: 17 February 2022 Published: 23 February 2022
  • This study analyses the façades of a white concrete building located in Cádiz (Spain). Numerous sections of the concrete cladding on the façades have become detached and there are clear signs of reinforcement corrosion. For the purposes of this study, the arrangement of the reinforcement was evaluated by georadar (GPR). Cylindrical concrete cores measuring 10 cm in diameter by 15–18 cm in depth were extracted and their carbonation front was evaluated. Samples were characterized by physical properties determination; chemical and mineralogical analysis and the chloride penetration profiles.

    According to the results obtained, the concrete used can be considered permeable and porous (16.5–19.7%). Only two sampling points fulfilled the minimum reinforcement coating requirements for this type of environmental exposure, in accordance with current Spanish legislation. The carbonation fronts have reached the reinforcements, causing their depassivation. Depending on the orientation of the façade, the penetration of chlorides from marine spray was observed with a maximum value of 0.250% by weight of cement, without reaching the limit states of durability.

    Citation: V. Flores-Alés, F.J. Alejandre, F.J. Blasco-López, M. Torres-González, J.M. Alducin-Ochoa. Analysis of alterations presented in a white-concrete façade exposed to a marine environment——A case study in Cádiz (Spain)[J]. AIMS Materials Science, 2022, 9(2): 255-269. doi: 10.3934/matersci.2022015

    Related Papers:

  • This study analyses the façades of a white concrete building located in Cádiz (Spain). Numerous sections of the concrete cladding on the façades have become detached and there are clear signs of reinforcement corrosion. For the purposes of this study, the arrangement of the reinforcement was evaluated by georadar (GPR). Cylindrical concrete cores measuring 10 cm in diameter by 15–18 cm in depth were extracted and their carbonation front was evaluated. Samples were characterized by physical properties determination; chemical and mineralogical analysis and the chloride penetration profiles.

    According to the results obtained, the concrete used can be considered permeable and porous (16.5–19.7%). Only two sampling points fulfilled the minimum reinforcement coating requirements for this type of environmental exposure, in accordance with current Spanish legislation. The carbonation fronts have reached the reinforcements, causing their depassivation. Depending on the orientation of the façade, the penetration of chlorides from marine spray was observed with a maximum value of 0.250% by weight of cement, without reaching the limit states of durability.



    加载中


    [1] Medeiros MHF, Gobb A, Réus GC, et al. (2013) Reinforced concrete in marine environment: Effect of wetting and drying cycles, height and positioning in relation to the sea shore. Constr Build Mater 44: 452-457. https://doi.org/10.1016/j.conbuildmat.2013.02.078 doi: 10.1016/j.conbuildmat.2013.02.078
    [2] Ahmad S (2003) Reinforcement corrosion in concrete structures, its monitoring and service life prediction-a review. Cement Concrete Comp 25: 459-471. https://doi.org/10.1016/S0958-9465(02)00086-0 doi: 10.1016/S0958-9465(02)00086-0
    [3] Nowacki C, Levitt RE, Monk A (2016) The financier state as an alternative to the developmental state: A case study of infrastructure asset recycling in New South Wales, Australia, In: Kaminsky J, Proceedings-Engineering Project Organization Conference 2016, 28-30. https://doi.org/10.2139/ssrn.2860264
    [4] Koch G, Varney J, Thompson N, et al. (2016) International measures of prevention, application, and economics of corrosion technologies study. NACE international.
    [5] Boletín Oficial del Estado (1991) De 28 de junio, por el que se aprueba la "Instrucción para el proyecto y la ejecución de obras de hormigón en masa o armado". Royal Decree 1039/1991.
    [6] De Muynck W, Ramirez AM, De Belie N, et al. (2009) Evaluation of strategies to prevent algal fouling on white architectural and cellular concrete. Int Biodeter Biodegr 63: 679-689. https://doi.org/10.1016/j.ibiod.2009.04.007 doi: 10.1016/j.ibiod.2009.04.007
    [7] Raharinaivo A, Genin JMR (1987) On the corrosion of reinforcing steels in concrete in tlie presence of chlorides. Mater Construcc 204: 5-16. https://doi.org/10.3989/mc.1986.v36.i204.881 doi: 10.3989/mc.1986.v36.i204.881
    [8] Meira GR, Andrade C, Vilar EO, et al. (2014) Analysis of chloride threshold from laboratory and field experiments in marine atmosphere zone. Constr Build Mater 55: 289-298. https://doi.org/10.1016/j.conbuildmat.2014.01.052 doi: 10.1016/j.conbuildmat.2014.01.052
    [9] Alonso C, Sánchez M (2009) Análisis de la concentración critica de cloruros en la vida útil de las estructuras, Anales de Mecánica de la Fractura, 2: 519-524.
    [10] Tamimi AK, Abdalla JA, Sakka ZI (2008) Prediction of long term chloride diffusion of concrete in harsh environment. Constr Build Mater 22: 829-836. https://doi.org/10.1016/j.conbuildmat.2007.01.001 doi: 10.1016/j.conbuildmat.2007.01.001
    [11] Wang Y, Liu C, Wang Y, et al. (2020) Semi-empirical prediction model of chloride-induced corrosion rate in uncracked reinforced concrete exposed to a marine environment. Electrochim Acta 331: 135376. https://doi.org/10.1016/j.electacta.2019.135376 doi: 10.1016/j.electacta.2019.135376
    [12] Andrade C, Merino P, Nóvoa XR, et al. (1995) Passivation of reinforcing steel in concrete. Mater Sci Forum 192: 891-898. https://doi.org/10.4028/www.scientific.net/MSF.192-194.891 doi: 10.4028/www.scientific.net/MSF.192-194.891
    [13] Yang CC, Cho SW, Wang LC (2006) The relationship between pore structure and chloride diffusivity from ponding test in cement-based materials. Mater Chem Phys 100: 203-210. https://doi.org/10.1016/j.matchemphys.2005.12.032 doi: 10.1016/j.matchemphys.2005.12.032
    [14] The Structural Concrete Instruction (EHE) (2008) De 18 de julio, por el que se aprueba la instrucción de hormigón estructural. Real Decreto 1247/2008.
    [15] Chang CF, Chen JW (2006) The experimental investigation of concrete carbonation depth. Cement Concrete Res 36: 1760-1767. https://doi.org/10.1016/j.cemconres.2004.07.025 doi: 10.1016/j.cemconres.2004.07.025
    [16] Shen XH, Liu QF, Hu Z, et al. (2019) Combine ingress of chloride and carbonation in marine-exposed concrete under unsaturated environment: A numerical study. Ocean Eng 189: 106350. https://doi.org/10.1016/j.oceaneng.2019.106350 doi: 10.1016/j.oceaneng.2019.106350
    [17] Shen XH, Jiang WQ, Hou D, et al. (2019) Numerical study of carbonation and its effect on chloride binding in concrete. Cement Concrete Comp 104: 103402. https://doi.org/10.1016/j.cemconcomp.2019.103402 doi: 10.1016/j.cemconcomp.2019.103402
    [18] Barrile V, Pucinotti R (2005) Application of radar technology to reinforced concrete structures: a case study. NDT & E Int 38: 596-604. https://doi.org/10.1016/j.ndteint.2005.02.003 doi: 10.1016/j.ndteint.2005.02.003
    [19] Hasan MI, Yazdani N (2014) Ground penetrating radar utilization in exploring inadequate concrete covers in a new bridge deck. Case Stud Constr Mat 1: 104-114. https://doi.org/10.1016/j.cscm.2014.04.003 doi: 10.1016/j.cscm.2014.04.003
    [20] UNE (2020) Testing concrete in structures-Part 1: Cored specimens-Taking, examining and testing in compression. UNE-EN 12504-1.
    [21] Wang HL, Dai JG, Sun XY, et al. (2016) Characteristics of concrete cracks and their influence on chloride penetration. Constr Build Mater 107: 216-225. https://doi.org/10.1016/j.conbuildmat.2016.01.002 doi: 10.1016/j.conbuildmat.2016.01.002
    [22] UNE (2014) Concrete durability. Test methods. Determination of the water absorption, density and accessible porosity for water in concrete. UNE-EN 83980.
    [23] CTI Consultants Pty Ltd, 2018. Chlorides in concrete (CTI Technical Note C2). Available from: https://cticonsultants.com.au/wp-content/uploads/2019/03/CTI-TN2-Chlorides-in-Concrete.pdf.
    [24] ASTM International (2017) Standard test method for water-soluble chloride in mortar and concrete. ASTM C1218/C1218M-17.
    [25] UNE (2011) Corrosion of concrete reinforcement steel. Determination of the carbonatation depht for in-service concrete. UNE-EN 112011.
    [26] UNE (2010) Testing hardened concrete-Part 6: Tensile splitting strength of test specimens. UNE-EN 12390-6.
    [27] Lian C, Zhuge Y, Beecham S (2011) The relationship between porosity and strength for porous concrete. Constr Build Mater 25: 4294-4298. https://doi.org/10.1016/j.conbuildmat.2011.05.005 doi: 10.1016/j.conbuildmat.2011.05.005
    [28] Wei Cho S (2019) Experimental study on the interfacial behavior of normal and lightweight concrete. Rev Constr 18: 476-487. https://doi.org/10.7764/RDLC.18.3.476 doi: 10.7764/RDLC.18.3.476
    [29] Sanjuán MA, Argiz C, Rodríguez Soalleiro J (2015) Precast concrete ducts. Calculation of service life. Cem Horm 970: 6-17 (In Spanish).
    [30] Borah MM, Dey A, Sil A (2020) Service life assessment of chloride affected bridge located in coastal region of India considering variation in the inherent structural parameters. Structures 23: 191-203. https://doi.org/10.1016/j.istruc.2019.09.020 doi: 10.1016/j.istruc.2019.09.020
  • Reader Comments
  • © 2022 the Author(s), licensee AIMS Press. This is an open access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0)
通讯作者: 陈斌, bchen63@163.com
  • 1. 

    沈阳化工大学材料科学与工程学院 沈阳 110142

  1. 本站搜索
  2. 百度学术搜索
  3. 万方数据库搜索
  4. CNKI搜索

Metrics

Article views(3686) PDF downloads(103) Cited by(1)

Article outline

Figures and Tables

Figures(9)  /  Tables(4)

/

DownLoad:  Full-Size Img  PowerPoint
Return
Return

Catalog