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Corrosion Special Topical Papers

Emerging Corrosion Control Technologies for Repair
 and Rehabilitation of Concrete Structures
*

Dr. Jianhai Qiu
School of Materials Engineering
Nanyang Technological University
Nanyang Avenue, Singapore 639797

2.3 Chlorides

Chlorides are well known for their ability to penetrate and destroy passive films on steels and alloys.
Fe => Fe
2+ + 2e-
FeCl2+2H2O=2HCl + Fe(OH)

Chlorides may come from an external source such as seawater or exist as mixed-in. The local acidification due to the hydrolysis of metal chloride creates an auto-catalyzing situation for the corrosion of steel. Chlorides either alone or combined with carbonation are the primary cause of concrete corrosion.

2.4 Corrosion Products

As corrosion continues, corrosion products build up around the reinforcing steel. Corrosion products commonly observed when concrete cores containing corroding rebar were broken open were ferrous hydroxide (Fe(OH)2), hydrated ferrous chloride (FeC12H2O), and black ferrous oxide (Fe3O4).The exact product formed depends on the availability of oxygen, water, and chloride ion, but the result is essentially the same. These corrosion products occupy from 2 to 14 times the volume of the original steel, creating an expansive force that is sufficient to cause the concrete to crack. Propagation of the cracks leads to staining, spalling and delamination of concrete.

3.Innovative Cathodic Protection Systems for
   Concrete Repair and Rehabilitation

3.1 Introduction

Zinc, as a sacrificial anode, has been used to cathodically protect ship’s hulls for more than a century now. It has become a common practice to use cathodic protection either alone or in combination with coatings for buried pipelines, storage tanks and offshore structures. It has been well established both in theory and in practice that the process achieves an immediate reduction in corrosion rate by making the reinforcing steel the cathode, inhibiting its tendency to oxidize. In addition, the cathodic reactions at the steel/concrete interface increase the alkalinity (raise the pH) by hydroxyl ion (OH-) generation and drive chloride ions (Cl-) away from the steel as a result of the negative charge on the ions being repelled by the negative polarity of the reinforcement and attracted to the positive polarity of an installed anode. Thus Cathodic Protection of steel in concrete has always incorporated some degree of Realkalisation (increase in pH) and Chloride Extraction (redistribution of chlorides). Both these processes reduce the risk of corrosion of steel in the concrete and also achieve further protection. Recent innovations in materials and design have made CP, - the old remedy, ever more attracting and promising today.

3.2 Pressure-sensitive Zinc-Hydrogel Anode

For conventional CP systems (SA or ICCP) to function properly, it requires the presence of a continuous conductive electrolyte between the anode and the cathode. This is to form a closed circuit such that the reinforcing steel is indeed made the cathode. In areas of electrical discontinuity, reinforcing steel would not be cathodically protected. One of the recent innovations is the self-adhesive and conductive zinc-hydrogel anode that provides a continuous electrolyte contact between the anode and the reinforcing steel embedded in the concrete structure. The pressure-sensitive zinc-hydrogel anode is essentially a sheet of zinc foil coated with an ionically conductive hydrogel pressure-sensitive adhesive (Figure 1), which serves as the electrolyte between the anode (zinc foil) and the cathode (reinforcing steel in concrete). The hydrogel is covered with a liner to help protect it from contamination. At time of installation, the protective liner is removed from the hydrogel by hand, and the zinc-hydrogel anode is adhered to the clean, bare concrete surface.
 

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