Assessment of surface treatment systems for protecting concrete structure

Jinping Lu , Sam Leng Choon Kim

Biogeotechnics ›› 2026, Vol. 4 ›› Issue (2) : 100134

PDF (2393KB)
Biogeotechnics ›› 2026, Vol. 4 ›› Issue (2) :100134 DOI: 10.1016/j.bgtech.2024.100134
Technical Note
research-article
Assessment of surface treatment systems for protecting concrete structure
Author information +
History +
PDF (2393KB)

Abstract

The BS EN 1504-2:2004 groups surface treatments into three types: impregnations, hydrophobic impregnations, and surface applied corrosion inhibitors. Impregnations reduce surface porosity by filling concrete pores, while hydrophobic impregnations create a water-repellent surface without filling pores. Surface applied corrosion inhibitors form a protective film on the rebar surface. Impregnation strengthens the surface by blocking pores with reaction products that reduce ingress of aggressive agents. Hydrophobic impregnation produces a hydrophobic and water-repellent surface that inhibits water penetration while allowing concrete to breathe. Corrosion inhibitors migrate to the steel surface and form a mono-molecular film, preventing further corrosion. In this study accelerated corrosion test was used for determination of the effectiveness of each category in offering corrosion protection by subjecting concrete specimens coated with these surface treatments to accelerated corrosion conditions that is intended to induce corrosion in the embedded rebars. This paper presents test results for the performance of these three surface treatments on grade G30 and G40 concretes. Results show that hydrophobic agents are more effective than traditional impregnates in reducing water absorption and chloride penetration.

Keywords

Surface treatment / Impregnation / Hydrophobic surface coating / Surface applied corrosion inhibitors / Concrete protection

Cite this article

Download citation ▾
Jinping Lu, Sam Leng Choon Kim. Assessment of surface treatment systems for protecting concrete structure. Biogeotechnics, 2026, 4(2): 100134 DOI:10.1016/j.bgtech.2024.100134

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Ahmad, S. (2003). Reinforcement corrosion in concrete structures, its monitoring and service. Cement and Concrete Composites, 25(4-5), 459-471. https://doi.org/10.1016/S0958-9465(02)00086-0

[2]

Ibrahim, M., Al-Gahtani, A., Maslehuddin, M., & Almusallam, A. (1997). Effectiveness of concrete surface treatmentmaterials in reducing chloride-induced reinforcement corrosion. Construction and Building Materials, 11(7-8), 443-451. https://doi.org/10.1016/S0950-0618(97)00023-8

[3]

Johansson, A., & Janz, J. (2009). Protection of concrete with water repellent agents-What is required to achieve a sufficient penetration depth? 2nd International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2008, 287-288.

[4]

Mammoliti, L., Hansson, C. M., & Hope, B.B. (1999). Corrosion inhibitors in concrete Part II: Effect on chloride threshold values for corrosion of steel in synthetic pore solutions, 29(10), 1583-1589. https://doi.org/10.1016/S0008-8846(99)00137-4.

[5]

Page, C.L. (2007). Corrosion and protection of reinforcing steel in concrete. Durability of Concrete. 136-186. https://doi.org/10.1533/9781845693398.136.

[6]

Tuutti, K. (1982). Corrosion of steel in concrete. Cement- och Betonginst.

PDF (2393KB)

76

Accesses

0

Citation

Detail

Sections
Recommended

/