Chinese Journal of Applied Chemistry ›› 2024, Vol. 41 ›› Issue (11): 1585-1595.DOI: 10.19894/j.issn.1000-0518.240121

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Research on the Influence of Surface Pollutant Cleaning Agents on the Performance of High-Altitude Large Volume Concrete

Li LIU1(), Yan-Ying LI2   

  1. 1.Department of Construction Engineering,Shanxi Polytechnic College,Taiyuan 030006,China
    2.School of Electric Power,Civil Engineering and Architecture,Shanxi University,Taiyuan 030006,China
  • Received:2024-04-12 Accepted:2024-09-02 Published:2024-11-01 Online:2024-12-04
  • Contact: Li LIU
  • About author:1315345966@qq.com
  • Supported by:
    Science and Technology Innovation Program for Higher Education Institutions in Shanxi Province(2022L694)

Abstract:

Using AEO-9, sodium dodecyl sulfonate, citric acid, and hydroxyethylenediphosphate as experimental factors and rust removal as evaluation indicators, an orthogonal experiment was conducted to determine the optimal basic mix ratio of the cleaning agent. On this basis, ammonium citrate and hydroxyacetic acid were added for oxide cleaning, and papain was added for mold cleaning. The surface brightness of high-altitude large volume concrete before pollution, after pollution, and after cleaning were compared using Matlab, and the effect of cleaning agents on the compressive strength and surface porosity of high-altitude large volume concrete was studied. The research results indicate that the optimal basic ratio of cleaning agent formula X determined through orthogonal experiments is citric acid (5%, mass percent), hydroxyethylene diphosphate (4%, mass percent), sodium dodecyl sulfonate (3%, mass percent) and AEO-9 (2%, mass percent); The optimal ratio of metal oxide cleaning agent formula Y through optimization experiments is: formula X, ammonium citrate (3%, mass percent), hydroxyacetic acid (2%, mass percent), and the optimal ratio of mold cleaning agent formula Z is: formula X, papain (3%, mass percent); By calculating the strength loss rate, it can be concluded that the minimum strength loss rate of concrete occurs after 1 day of corrosion, and the maximum strength loss rate occurs after 7 days of corrosion. The strength loss rate of cleaning agent Y is greater than that of cleaning agents X and Z; Compared with non corroded concrete materials, the concrete material soaked in cleaning agents has an increase in the number of pores and spacing between pores.

Key words: Large volume concrete, Cleaning agent, Strength loss rate, Rust removal amount

CLC Number: