Next Article in Journal
Influence of Interlayer Materials on the Mechanical Properties and Thermal Stability of a CrAlN Coating on a Tungsten Carbide Substrate
Next Article in Special Issue
Development of a Novel Double-Sulfate Composite Early Strength Agent to Improve the Hydration Hardening Properties of Portland Cement Paste
Previous Article in Journal
Three-Dimensional Construction Method for Two-Dimensional Film Pattern Design in Sustainable Rhinoceros Skin Coating Technology
Previous Article in Special Issue
Evaluation of Half-Cell Potential Measurements for Reinforced Concrete Corrosion
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Editorial

Effective Coating System Should Be Applied to Concrete with Recycled Waste Materials

Department of Civil Engineering, Tsinghua University, Beijing 100084, China
Coatings 2022, 12(8), 1133; https://doi.org/10.3390/coatings12081133
Submission received: 11 July 2022 / Accepted: 22 July 2022 / Published: 6 August 2022
(This article belongs to the Special Issue Effective Coating Barriers for Protection of Reinforced Concrete)
With global concerns over increasing CO2 emissions, many countries have set up different strategies to achieve net zero CO2 emissions. One important way to reduce CO2 emissions is to use recycled waste materials, such as recycled aggregate concrete [1,2,3,4,5,6,7,8,9,10,11,12,13,14], recycled cement [15,16,17], and other recycled materials [18,19,20,21,22,23,24]. However, the physical properties of recycled materials might not be as good as the original ones [1,2,3,4,5]. For example, the recycled aggregates from demolished construction waste usually contain a lot of adhered mortar with a high porosity and micro cracks, which inevitably decrease the physical properties of concrete comprising 100% recycled aggregates, resulting in it being less durable under different environmental conditions (such as salt attack and carbonation). Thus, concrete that is primarily composed of recycled waste materials (e.g., >60%) is currently not allowed to be used in structural elements and can only be used in unimportant and non-structural elements.
As we know, concrete is one of the mostly widely used construction materials. Demands for raw materials such as natural stones, river sand, and limestone have been increasing due to needs for increased concrete production [16,19,22]. In local areas raw materials may be consumed at a rapid pace when there is a limited local supply. This represents an application for concrete that is primarily composed of recycled waste materials from demolition as well as other types of waste.
Steel-reinforced concrete elements may suffer steel corrosion during their service life. This corrosion is caused by the depassivation of steel by chloride ions in exposed environments [25,26,27,28,29,30] and concrete carbonation by the CO2 in the atmosphere [31,32,33]. Other types of concrete deterioration include sulfate attack by the sulfate ions in water [34] and erosion caused by water. Additionally, the presence of micro cracks could accelerate the penetration of these harmful substances into concrete elements and could thereby accelerate the deterioration of concrete elements and decrease the service life of concrete structures [27,30,35]. When the composition of concrete most comprises recycled waste materials, concrete structures may have an even shorter service life, representing the main concern over using concrete with recycled waste materials.
Given that the mechanical properties have been fulfilled and the coating system can provide a long life and sustained lasting effects, in the author’s opinion, through applying an effective coating system on the surface of concrete that is mostly composed of recycled waste materials, the deteriorated durability property of the concrete caused by recycled waste materials can be rectified.
An effective coating system [36,37,38] could provide protection to concrete made from recycled waste materials. Effective coating systems include protective coatings on concrete surfaces and steel surfaces and protection materials that can penetrate into the concrete. Coating materials include silane, corrosion inhibitors, epoxy, or other waterproof materials. Other types of innovative coatings are also encouraged. When silane is brushed or sprayed on a concrete surface, it gradually penetrates into the concrete inside and reacts with the water inside the concrete in an alkaline environment, resulting in highly reactive hydroxylases being formed that will react with the hydroxyl groups, forming a water-repellent molecular layer [39,40,41]. For example, Basheer et al. [42] showed that silane impregnation could extend the service life of concrete under freeze–thawing cycles by more than 100%.
However, there is still limited understanding on the long-term degradation of coating materials and the long-term interaction mechanisms between these materials and waste-based concrete, especially the long-term degradation mechanisms [43,44] of these materials on the surface and inside waste-based concrete. In addition, de-bonding between coating materials and concrete or steel surfaces could happen during the expected service life of waste-based concrete.
Future research on the following subjects is encouraged:
  • Long-life performance and deterioration mechanisms of coating systems on the surfaces of waste-based concrete in different exposure environments;
  • Long-term adhesion and compatibility between coating systems and waste-based concrete;
  • Multiple coating systems and their interactions with waste-based concrete.

Funding

The author wish to acknowledge the financial support provided by the National Natural Science Foundation of China (Nos. 52008232, 52038004).

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Not applicable.

Conflicts of Interest

The author declares no conflict of interest.

References

  1. Xie, J.; Huang, L.; Guo, Y.; Li, Z.; Fang, C.; Li, L.; Wang, J. Experimental study on the compressive and flexural behaviour of recycled aggregate concrete modified with silica fume and fibres. Constr. Build. Mater. 2018, 178, 612–623. [Google Scholar] [CrossRef]
  2. Wang, H.; Sun, X.; Wang, J.; Monteiro, P.J.M. Permeability of concrete with recycled concrete aggregate and pozzolanic materials under stress. Materials 2016, 9, 252. [Google Scholar] [CrossRef] [PubMed] [Green Version]
  3. Wang, H.; Wang, J.; Sun, X.; Jin, W. Improving performance of recycled aggregate concrete with superfine pozzolanic powders. J. Cent. South Univ. 2013, 20, 3715–3722. [Google Scholar] [CrossRef]
  4. Wang, J.; Liu, E. Additions of different calcium carbonate minerals in cement to increase material greenness. In Proceedings of the 1st International Conference on Innovation in Low-Carbon Cement & Concrete Technology ILCCC2019, London, UK, 24–26 June 2019. [Google Scholar]
  5. Xie, J.; Zhao, J.; Wang, J.; Fang, C.; Yuan, B.; Wu, Y. Impact behaviour of fly ash and slag-based geopolymeric concrete: The effects of recycled aggregate content, water-binder ratio and curing age. Constr. Build. Mater. 2022, 331, 127359. [Google Scholar] [CrossRef]
  6. Xie, J.; Zhao, J.; Wang, J.; Huang, P.; Liu, J. Investigation of the high-temperature resistance of sludge ceramsite concrete with recycled fine aggregates and GGBS and its application in hollow blocks. J. Build. Eng. 2021, 34, 101954. [Google Scholar] [CrossRef]
  7. Wang, J.; Liu, E. Rheological and calorimetric behaviours of cement paste with SiO2 based and CaCO3 based mineral additions. In Proceedings of the 2nd International Conference on UHPC Materials and Structures UHPC 2018, Fuzhou, China, 7–10 November 2018; pp. 200–210. [Google Scholar]
  8. Wang, H.; Wang, J.; Sun, X.; Chen, J. Chloride diffusion characteristics of the new interface transition zone in recycled aggregate concrete. Adv. Mater. Res. 2011, 261–263, 104–110. [Google Scholar] [CrossRef]
  9. Wang, J. Micro-Mechanism of Improving Mechanical Property and Durability of Recycled Aggregate Concrete Based on Material Meso-Structures and Micro-Structures. Master Thesis, Zhejiang University, Hangzhou, China, 2011; p. 81. (In Chinese). [Google Scholar]
  10. Wang, J.; Xie, J.; Wang, C.; Fang, C.; Liu, F. Study on the optimum initial curing condition for fly ash and GGBS based geopolymer recycled aggregate concrete. Constr. Build. Mater. 2020, 247, 118540. [Google Scholar] [CrossRef]
  11. Wang, J.; Xie, J.; He, J.; Sun, M.; Zhao, J. Combined use of silica fume and steel fibre to improve fracture properties of recycled aggregate concrete exposed to elevated temperature. J. Mater. Cycles Waste Manag. 2020, 22, 862–877. [Google Scholar] [CrossRef]
  12. Xie, J.; Wang, J.; Rao, R.; Wang, C.; Fang, C. Effects of combined usage of GGBS and fly ash on workability and mechanical properties of alkali activated geopolymer concrete with recycled aggregate. Compos. Part B Eng. 2019, 164, 179–190. [Google Scholar] [CrossRef]
  13. Xie, J.; Chen, W.; Wang, J.; Fang, C.; Zhang, B.; Liu, F. Coupling effects of recycled aggregate and GGBS/metakaolin on physicochemical properties of geopolymer concrete. Constr. Build. Mater. 2019, 226, 345–359. [Google Scholar] [CrossRef]
  14. Xie, J.; Wang, J.; Zhang, B.; Fang, C.; Li, L. Physicochemical properties of alkali activated GGBS and fly ash geopolymeric recycled concrete. Constr. Build. Mater. 2019, 204, 384–398. [Google Scholar] [CrossRef]
  15. Xu, L.; Wang, J.; Li, K.; Lin, S.; Li, M.; Hao, T.; Ling, Z.; Xiang, D.; Wang, T. A systematic review of factors affecting properties of thermal-activated recycled cement. Resour. Conserv. Recycl. 2022, 185, 106432. [Google Scholar] [CrossRef]
  16. He, Z.; Zhu, X.; Wang, J.; Mu, M.; Wang, Y. Comparison of CO2 emissions from OPC and recycled cement production. Constr. Build. Mater. 2019, 211, 965–973. [Google Scholar] [CrossRef]
  17. Wang, J.; Mu, M.; Liu, Y. Recycled cement. Constr. Build. Mater. 2018, 190, 1124–1132. [Google Scholar] [CrossRef]
  18. Wang, Y.; He, H.; Wang, J.; Lia, F.; Ding, Y.; Xu, L. Effect of aggregate micro fines in machine-made sand on bleeding, autogenous shrinkage and plastic shrinkage cracking of concrete. Mater. Struct. 2022, 55, 106. [Google Scholar] [CrossRef]
  19. Wang, J.; Liu, E. Upcycling waste seashells with cement: Rheology and early-age properties of Portland cement paste. Resour. Conserv. Recycl. 2020, 155, 104680. [Google Scholar] [CrossRef]
  20. Wang, Y.; Tian, Y.; Wang, J. Effects of carbide slag and CO2 curing on physical properties of gypsum plaster. ACI Mater. J. 2020, 117, 169–178. [Google Scholar] [CrossRef]
  21. He, H.; Wang, Y.; Wang, J. Compactness and hardened properties of machine-made sand mortar with aggregate micro fines. Constr. Build. Mater. 2020, 250, 118828. [Google Scholar] [CrossRef]
  22. Wang, J.; Liu, E.; Li, L. Characterization on the recycling of waste seashells with Portland cement towards sustainable cementitious materials. J. Clean. Prod. 2019, 220, 235–252. [Google Scholar] [CrossRef]
  23. Xie, J.; Liu, J.; Liu, F.; Wang, J.; Huang, P. Investigation of a new lightweight green concrete containing sludge ceramsite and recycled fine aggregates. J. Clean. Prod. 2019, 235, 1240–1254. [Google Scholar] [CrossRef]
  24. Hang, H.; Wang, Y.; Wang, J. Effects of aggregate micro fines (AMF), aluminum sulfate and polypropylene fiber (PPF) on properties of machine-made sand concrete. Appl. Sci. 2019, 9, 2250. [Google Scholar]
  25. Xie, J.; Wang, J.; Li, M.; Xu, L.; Xiang, D.; Wang, Y.; He, H.; Zhu, Y.; Zhao, J. Estimation of chloride diffusion coefficient from water permeability test of cementitious materials. Constr. Build. Mater. 2022, 340, 127816. [Google Scholar] [CrossRef]
  26. Wang, J.; Xie, J.; Wang, Y.; Liu, Y.; Ding, Y. Rheological properties, compressive strength, hydration products and microstructure of seawater-mixed cement pastes. Cem. Concr. Compos. 2020, 114, 103770. [Google Scholar] [CrossRef]
  27. Xie, J.; Wang, J.; Liu, Y.; Wang, Y. Comparison of three different methods for measuring chloride transport in predamaged concretes. J. Mater. Civ. Eng. 2020, 32, 04020033. [Google Scholar] [CrossRef]
  28. Liu, J.W.E. The relationship between steady-state chloride diffusion and migration coefficients in cementitious materials. Mag. Concr. Res. 2020, 72, 1016–1026. [Google Scholar]
  29. Wang, J.; Liu, E.; Li, L. Multiscale investigations on hydration mechanisms in seawater OPC paste. Constr. Build. Mater. 2018, 191, 891–903. [Google Scholar] [CrossRef]
  30. Wang, J. Steady-state chloride diffusion coefficient and chloride migration coefficient of cracks in concrete. J. Mater. Civ. Eng. 2017, 29, 0417117. [Google Scholar] [CrossRef]
  31. Wang, J.; Xu, L.; Li, M.; He, H.; Wang, Y.; Xiang, D.; Lin, S.; Zhong, Y.; Zhao, H. Effect of pre-carbonation on the properties of cement paste subjected to high temperatures. J. Build. Eng. 2022, 51, 104337. [Google Scholar] [CrossRef]
  32. Wang, Y.; He, F.; Wang, J.; Wang, C.; Xiong, Z. Effects of calcium bicarbonate on the properties of ordinary Portland cement paste. Constr. Build. Mater. 2019, 225, 591–600. [Google Scholar] [CrossRef]
  33. Wang, Y.; He, F.; Wang, J.; Hu, Q. Comparison of effects of sodium bicarbonate and sodium carbonate on the hydration and properties of Portland cement paste. Materials 2019, 12, 1033. [Google Scholar] [CrossRef] [Green Version]
  34. Xie, J.; Wang, J.; Wang, C.; Fang, C.; Li, L.; He, J. Sulfate resistance of recycled aggregate concrete with GGBS and fly ash-based geopolymer. Materials 2019, 12, 1247. [Google Scholar] [CrossRef] [PubMed] [Green Version]
  35. Wang, J.; Basheer, P.A.M.; Nanukuttan, S.V.; Long, A.E.; Bai, Y. Influence of service loading and the resulting micro-cracks on chloride resistance of concrete. Constr. Build. Mater. 2016, 108, 56–66. [Google Scholar] [CrossRef] [Green Version]
  36. Mu, M.; Ou, C.; Wang, J.; Liu, Y. Surface modification of prototypes in fused filament fabrication using chemical vapour smoothing. Addit. Manuf. 2020, 31, 100972. [Google Scholar] [CrossRef]
  37. Dang, Y.; Ning, X.; Kessel, A.; McVey, E.; Pace, A.; Shi, X. Accelerated laboratory evaluation of surface treatments for protecting concrete bridge decks from salt scaling. Constr. Build. Mater. 2014, 55, 128–135. [Google Scholar] [CrossRef]
  38. Pan, X.; Shi, Z.; Shi, C.; Ling, T.C.; Li, N. A review on concrete surface treatment Part I: Types and mechanisms. Constr. Build. Mater. 2017, 132, 578–590. [Google Scholar] [CrossRef]
  39. Du, Z. Organosilicon Chemistry; Higher Education Press: Beijing, China, 1990; pp. 184–206. (In Chinese) [Google Scholar]
  40. American Concrete Institute. Guide for the Use of Polymers in Concrete; ACI: Farmington Hills, MI, USA, 2009. [Google Scholar]
  41. Li, K.; Jing, W.; Yang, R. Review on silane impregnation of concrete surface and itslong-term hydrophobic performance. J. Chin. Ceram. Soc. 2019, 47, 10. [Google Scholar]
  42. Basheer, L.; Cleland, D.J. Freeze–thaw resistance of concretes treated with pore liners. Constr. Build. Mater. 2006, 20, 990–998. [Google Scholar] [CrossRef]
  43. Wang, Y.; Lu, H.; Wang, J.; He, F. Effects of highly crystalized nano C-S-H particles on performances of Portland cement paste and its mechanism. Crystals 2020, 10, 816. [Google Scholar] [CrossRef]
  44. Wang, Y.; Yu, J.; Wang, J.; Guan, X. Effects of aluminum sulfate and quicklime/fluorgypsum ratio on the properties of calcium sulfoaluminate (CSA) cement based double liquid grouting materials. Materials 2019, 12, 1222. [Google Scholar] [CrossRef] [Green Version]
Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Share and Cite

MDPI and ACS Style

Wang, J. Effective Coating System Should Be Applied to Concrete with Recycled Waste Materials. Coatings 2022, 12, 1133. https://doi.org/10.3390/coatings12081133

AMA Style

Wang J. Effective Coating System Should Be Applied to Concrete with Recycled Waste Materials. Coatings. 2022; 12(8):1133. https://doi.org/10.3390/coatings12081133

Chicago/Turabian Style

Wang, Junjie. 2022. "Effective Coating System Should Be Applied to Concrete with Recycled Waste Materials" Coatings 12, no. 8: 1133. https://doi.org/10.3390/coatings12081133

Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.

Article Metrics

Back to TopTop