Vol 10 No 1 (2025): June (In Progress)
Engineering

Study of the Properties of Foaming Agents Ufapore gp xp 75%, Omax ks100 and Frem Foam for Foam Concrete
Studi Sifat Bahan Pembusa Ufapore gp xp 75%, Omax ks100 dan Frem Foam untuk Beton Busa


Muhammadiev Nemat
Department of Technosphere Safety of Tashkent State Transport University, Uzbekistan
Turgunbaev Urinbek
Department of Technosphere Safety of Tashkent State Transport University, Uzbekistan
Bekkulov Valijon
Department of Technosphere Safety of Tashkent State Transport University, Uzbekistan *

(*) Corresponding Author
Picture in here are illustration from public domain image or provided by the author, as part of their works
Published January 29, 2025
Keywords
  • foaming agent,
  • non-autoclave,
  • foam,
  • porous,
  • foam mass,
  • foaming agent multiplicity.
  • ...More
    Less
How to Cite
Nemat , M., Urinbek , T., & Valijon, B. (2025). Study of the Properties of Foaming Agents Ufapore gp xp 75%, Omax ks100 and Frem Foam for Foam Concrete. Academia Open, 10(1), 10.21070/acopen.10.2025.10508. https://doi.org/10.21070/acopen.10.2025.10508

Abstract

The article examines the main properties of foaming agents UFAPORE GP XP 75%, OMAX KS100 and FREM FOAM such as - high expansion and durability, sufficient foam durability in solution, durability of the mixture over time. The results of the analysis of the stability, expansion rate and mechanical strength of the foam made it possible to determine the optimal concentrations of the FREM FOAM foaming agent, at which the foam demonstrates the best technological characteristics. To assess the effect of binders and fillers on the foam volume, the foam utilization factor (FUF) was calculated, which is the ratio of the volume of the foam-cement mixture to the initial volume of foam. It is believed that high-quality foam should have a FUF in the range of 0.8–0.85. Initial experiments showed that at surfactant concentrations of up to 0.5%, the foam mass is insufficient to obtain foam-cement masses with constant properties. At the same time, at concentrations over 2.5%, there is excessive consumption of foaming agent, which leads to a violation of the homogeneity of the foam structure. As a result, the optimal range of foaming agent concentrations from 0.5 to 2.5% was selected.

Highlights:

  1. Examines properties of foaming agents: expansion, durability, and stability.
  2. Determines optimal FREM FOAM concentrations for best foam characteristics.
  3. Identifies optimal foam utilization factor range (0.8–0.85) for quality foam.

Keywords - foaming agent, non-autoclave, foam, porous , foam mass , foaming agent multiplicity.

Downloads

Download data is not yet available.

References

  1. . A. A. Bolshakov, Ed., “Foam Concrete Mixtures,” in Mathematical Methods in Engineering and Technology MMTT-26, Part 1, Angarsk: Angarsk State Technological Academy; Irkutsk: Irkutsk State University, 2013, pp. 226–229.
  2. . A. I. Savenkov and A. A. Baranova, “Strength and Mobility of Foam Cement Matrix in the Presence of Foaming Agents,” in Proc. 1st Int. Scientific and Practical Conf. Theory and Practice of Introducing New Technologies and Materials in Production and Construction, Moscow, Russia, Dec. 1, 2012, Moscow: Pero Publishing House, 2012, p. 92.
  3. . A. I. Adilkhodjaev, I. M. Makhamataliev, V. M. Tsoy, J. F. Turgaev, and F. Sh. Ruzmetov, “Assessment of Reinforcement Corrosion in High-Filled Ash-Containing Concrete,” Int. J. Innovative Technol. Exploring Eng., vol. 8, no. 12, pp. 444–446, 2019.
  4. . A. I. Adilhodzhaev, V. Tsoy, S. Khodlhaev, and K. Umarov, “Research of the Influence of Silicon-Organic Hydrophobizer on the Basic Properties of Cement Stone and Mortar,” Int. J. Adv. Sci. Technol., vol. 29, pp. 1918–1921, 2020.
  5. . A. I. Adilkhodjaev, I. M. Makhamataliev, V. M. Tsoy, and I. A. Kadyrov, “On the Effectiveness of Filling Cement Concrete with Local Zeolite Containing Rocks,” Problems of Mechanics, no. 2, pp. 9–13, 2019.
  6. . V. M. Tsoy, Methodological Foundations of the Optimal Design of Compositions and the Management of the Physicochemical Properties of Multicomponent High-Quality Concrete, Tashkent, Uzbekistan, 2017.
  7. . U. Turgunbaev and J. Turgunbaeva, “Methods for Obtaining a Composite Gypsum Binder Based on Samarkand and Bukhara Stucco,” AIP Conf. Proc., vol. 2612, Mar. 2023, art. no. 040025. [Online]. Available: https://doi.org/10.1063/5.0125342.
  8. . J. R. Turgunbayeva, Z. M. Mirzayeva, and Y. T. Hakimova, “Influence of Dispersion and Content of Mineral Filler on the Structure and Properties of Gypsum Binder,” E3S Web Conf., vol. 401, art. no. 03020, 2023. [Online]. Available: https://doi.org/10.1051/e3sconf/202340103020.
  9. . J. R. Turgunbayeva, G. B. Ismoilova, and K. M. Juraev, “Investigation of Mechanical Activation of Steelmaking Slag and Obtaining Fine Filler,” E3S Web Conf., vol. 401, art. no. 02039, 2023. [Online]. Available: https://doi.org/10.1051/e3sconf/202340102039.
  10. . A. I. Paliev, V. G. Borshnikov, and A. P. Lukoyanov, “Cement-Based Dry Building Mixes ‘TIGI-Knauf’—A New Quality of Facades,” Building Materials, no. 10, 1999.
  11. . K. N. Popov and N. K. Torpishcheva, “Rational Applications of Polymer-Cement Composites,” Composite Building Materials Using Industrial Wastes, Penza, Russia, 1988, pp. 43–44.
  12. . U. Abdullaev and U. Turgunbaev, “About the Properties of Ash-Filled Concrete and JV Gleniumsky 504,” E3S Web Conf., vol. 264, art. no. 02036, 2021. [Online]. Available: https://doi.org/10.1051/e3sconf/202126402036.
  13. . B. Toxirov and U. Turgunbaev, “Influence of Complex Chemical Additives on the Rheological Properties of Cement Paste and Concrete Mixture,” E3S Web Conf., vol. 264, art. no. 02020, 2021. [Online]. Available: https://doi.org/10.1051/e3sconf/202126402020.
  14. . Development of Dry Mixtures of Solutions and Adhesives Taking into Account the Characteristics of Mineral Fillers and Cements of Mordovia, Abstract, Diss. Candidate of Technical Sciences, Penza State Univ. of Architecture and Construction, Penza, Russia, 2005, p. 15.
  15. . V. A. Bezborodov et al., Dry Mixes in Modern Construction, Novosibirsk, Russia, 1998.
  16. . M. K. Takhirov, Concrete with Addition of Acetone-Formaldehyde Resins, Moscow, Russia: Stroyizdat, 1988.
  17. . V. I. Solomatov, M. K. Takhirov, and T. S. Md Takher, Intensive Concrete Technology, Moscow, Russia: Stroyizdat, 1989.
  18. . A. Adilkhodjaev, I. Kadyrov, B. Kudratov, D. Azimov, B. Xasanov, and I. Umarov, “On the Structure of Cement Stone with Fillers from Metallurgical Waste,” E3S Web Conf., vol. 410, art. no. 01020, 2023. [Online]. Available: https://doi.org/10.1051/e3sconf/202341001020.
  19. . I. Mukhamataliyev, F. Ruzmetov, A. Khudoyorov, and S. Uzakov, “Efficient Reception of Introducing Basalt Fiber in Cement Matrix of Fiber Concrete,” E3S Web Conf., vol. 401, art. no. 05004, 2023. [Online]. Available: https://doi.org/10.1051/e3sconf/202340105004.
  20. . V. Tsoy, F. Karimova, N. Mukhammadiyev, and J. Turgayev, “Parameters of the Oscillatory Process of the Sleeper Base in the Area of the Rail Joint When Using Elastic Spacers,” E3S Web Conf., vol. 401, art. no. 05078, 2023. [Online]. Available: https://doi.org/10.1051/e3sconf/202340105078.
  21. . R. Narov, J. Rashidov, and K. Yusupov, “Influence of Compound Additive on Concrete in Hot and Dry Climate,” E3S Web Conf., vol. 365, art. no. 02012, 2022. [Online]. Available: https://doi.org/10.1051/e3sconf/202236502012.