Abstract

The biological activity occurring in urban sewerage systems usually leads to the (biogenic) corrosion of pipe infrastructure. Anti-corrosion coating technology was developed in an effort to protect sewer pipes from degradation. This study evaluates a new class of relatively low-cost magnesium hydroxide-based coatings, regarding their ability to adhere efficiently onto the concrete surface, and offer efficient corrosion protection. Six magnesium hydroxide-based coatings were prepared with the addition of two different types of cellulose, used as adhesion additives, and these were applied on concrete specimens. Pull-off measurements showed that the addition of higher amounts of cellulose could improve the coating adhesion onto the concrete surface. An accelerated sulfuric acid spraying test was used to evaluate the consumption time of the applied coatings and their efficiency in maintaining over time slightly alkaline pH values (above 8) on the coated/protected surfaces. At the end of spraying test, a mineralogical analysis of surface samples was performed, indicating that the formation of corrosion by-products (mainly gypsum) was increased when the added amount of cellulose was lower. Hardness and roughness measurements were also conducted on the concrete surfaces, revealing that the coatings helped the concrete surface to preserve its initial surface properties, in comparison to the uncoated specimens. A SEM/microstructure analysis showed that aggregates were formed (possibly consisting of Mg(OH)2), affecting the reactivity of the protected surface against sulfuric acid attack.

Highlights

  • 2020, 13, 5291 induced corrosion (MIC) or bio‐corrosion in concrete sewerage systems, especially considering those with larger diameters, is a known problem [1], involving the generation of hydrogen sulfide (H2S). This dangerous gas originates in the submerged portion of sanitary pipe ofsewers, hydrogen sulfide (H2 S). This dangerous gas originates the to submerged portion sanitary pipe where anaerobic conditions generally prevail,indue the presence of of sulphur‐reducing sewers, where anaerobic conditions generally prevail, due to the presence of sulphur-reducing bacteria bacteria (SRB) located in the slime layer, i.e., the layer consisting of bacteria and inert solids, (SRB)

  • Magnesium hydroxide lacks adhesion ability onto a concrete surface, and celluloses were added in order to promote the adhesion

  • The results of tensile bond strength between the coatings and the concrete surface are presented in Table 2 [33], and according to the results, both the thin and the thick layers showed rather similar behavior during adhesion for each coating sample

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Summary

Introduction

Induced corrosion (MIC) or bio-corrosion in concrete sewerage systems, especially considering those with larger diameters, is a known problem [1], involving the generation. 2020, 13, 5291 induced corrosion (MIC) or bio‐corrosion in concrete sewerage systems, especially considering those with larger diameters, is a known problem [1], involving the generation of hydrogen sulfide (H2S). This dangerous gas originates in the submerged portion of sanitary pipe ofsewers, hydrogen sulfide (H2 S). This dangerous gas originates the to submerged portion sanitary pipe where anaerobic conditions generally prevail,indue the presence of of sulphur‐reducing sewers, where anaerobic conditions generally prevail, due to the presence of sulphur-reducing bacteria bacteria (SRB) located in the slime layer, i.e., the layer consisting of bacteria and inert solids, (SRB)

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