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Air entrainment information


Air entrainment in concrete is the intentional creation of tiny air bubbles in a batch by adding an air entraining agent during mixing. A form of surfactant (a surface-active substance that in the instance reduces the surface tension between water and solids) it allows bubbles of a desired size to form. These are created during concrete mixing (while the slurry is in its liquid state), with most surviving to remain part of it when hardened.

Air entrainment makes concrete more workable[1] during placement, and increases its durability when hardened, particularly in climates subject to freeze-thaw cycles.[2] It also improves the workability of concrete.[2]

In contrast to the foam concrete, that is made by introducing stable air bubbles through the use of a foam agent, which is lightweight (has lower density), and is commonly used for insulation or filling voids, air entrained concrete, has evenly distributed tiny air voids introduced through admixtures to enhance durability, workability, and resistance to freeze-thaw cycles without significantly reducing its overall density, and without negative impact on its mechanical properties, allowing to use it in objects such as bridges[3] or roads built using roller compacted concrete.[4] Another difference is manufacturing process: foam concrete involves the creation of a foam mixture separately, which is then mixed with cement, sand, and water to form the final product, while air entrained concrete is produced by adding specialized admixtures or additives directly into the concrete mix during mixing to create small air bubbles throughout the mixture.[5]

Approximately 85% of concrete manufacturing in the United States contains air-entraining agents, which are considered the fifth ingredient in concrete manufacturing technology.[6]

  1. ^ Chia, K.-S.; Zhang, M.-H. (2007). "Workability of air-entrained lightweight concrete from rheology perspective". Magazine of Concrete Research. 59 (5): 367–375. doi:10.1680/macr.2007.59.5.367.
  2. ^ a b Du, Lianxiang; Folliard, Kevin J. (2005). "Mechanisms of air entrainment in concrete". Cement and Concrete Research. 35 (8): 1463–1471. doi:10.1016/j.cemconres.2004.07.026.
  3. ^ Zhang, Peng; Li, Dan; Qiao, Yun; Zhang, Sulei; Sun, Congtao; Zhao, Tiejun (2018). "Effect of Air Entrainment on the Mechanical Properties, Chloride Migration, and Microstructure of Ordinary Concrete and Fly Ash Concrete". Journal of Materials in Civil Engineering. 30 (10). doi:10.1061/(ASCE)MT.1943-5533.0002456. S2CID 139634425.
  4. ^ Wu, Zemei; Libre, Nicolas A.; Khayat, Kamal H. (2020). "Factors affecting air-entrainment and performance of roller compacted concrete". Construction and Building Materials. 259. doi:10.1016/j.conbuildmat.2020.120413. S2CID 224900303.
  5. ^ Raj, Amritha; Sathyan, Dhanya; Mini, K.M. (2019). "Physical and functional characteristics of foam concrete: A review". Construction and Building Materials. 221: 787–799. doi:10.1016/j.conbuildmat.2019.06.052. S2CID 197616669.
  6. ^ Mohammed AS, Pandey RK (2015). "Effect of Air Entrainment on Compressive Strength, Density, and Ingredients of Concrete" (PDF). International Journal of Modern Engineering Research (IJMER). 5 (1): 77–78. ISSN 2249-6645.

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