Throwing power of localised anodes for the cathodic protection of slender carbonated concrete elements in atmospheric conditions

2013 ◽  
Vol 39 ◽  
pp. 95-104 ◽  
Author(s):  
Elena Redaelli ◽  
Federica Lollini ◽  
Luca Bertolini
CORROSION ◽  
10.5006/3197 ◽  
2019 ◽  
Vol 75 (12) ◽  
pp. 1541-1551 ◽  
Author(s):  
Q. Cao ◽  
M. Brameld ◽  
N. Birbilis ◽  
S. Thomas

A strategy based on cathodic protection (CP) could be a practically feasible means to protect steel piping from corrosion under insulation. However, experimental studies investigating CP of steel through moist insulation are scarce. Herein, CP was explored to protect insulated steel specimens using sacrificial zinc anodes. The conditions to effectively impart CP through the moist insulation have been discussed. The “throwing power” or protection achieved using sacrificial zinc anodes coupled with mild steel specimens in moist insulation was also estimated using copper electroplating. It was validated that the efficacy of CP depends upon the ionic resistivity of the moist insulation and the moisture content (by volume) must be >25% for efficient ionic conductivity through the insulation. The maximum throwing power of CP through the insulation was achieved when zinc was in direct physical contact with mild steel, with zinc to mild steel area ratio being 1:10.


2019 ◽  
Vol 3 (13) ◽  
pp. 93-98 ◽  
Author(s):  
Francisco Lee-Orantes ◽  
A. A. Torres-Acosta ◽  
Miguel Martínez-Madrid ◽  
Carlos López-Cajún

2021 ◽  
Vol 6 (1) ◽  
pp. 17
Author(s):  
Bjorn Van Belleghem ◽  
Tim Soetens ◽  
Mathias Maes

The chloride-induced corrosion of steel reinforcement is one of the main causes of deterioration of reinforced concrete structures. Cathodic protection (CP) of steel in concrete is a widely accepted repair technique to reduce, or completely stop, reinforcement corrosion. One possible method of cathodic protection is through the use of embedded galvanic (sacrificial) anodes, consisting of a zinc metal core surrounded by a precast alkali-activated cementitious mortar. The design of a CP system based on embedded galvanic anodes is based on the required amount of zinc material and the throwing power of the anode (i.e., radius around the anode in which the steel achieves sufficient protection). In this research, the protection of steel reinforcement in concrete surrounding an embedded galvanic anode was evaluated through depolarisation measurements with internal and external reference electrodes. Based on these measurements, the throwing power of the galvanic anode was determined, taking into account the 100 mV depolarisation criterium (cf. EN ISO 12696:2016). Additionally, the influence of the degree of chloride contamination of the concrete and relative humidity and temperature of the environment on the throwing power was evaluated. The results show a strong influence of chloride contamination on the throwing power of the galvanic anodes, in the sense that a higher chloride concentration in the concrete matrix leads to a reduction in the throwing power. This reduction can be related to the more negative potential of corroding steel reinforcement compared to passive steel, thus leading to a lower driving potential for the galvanic reaction. Especially when the chloride concentration is higher than 1 m% vs. cement mass, the throwing power is greatly reduced. Additionally, it was found that a higher relative humidity (RH) of the environment (and consequently, a higher RH of the concrete) resulted in a higher throwing power.


2015 ◽  
Vol 1125 ◽  
pp. 350-354 ◽  
Author(s):  
Jin A Jeong ◽  
Chung Kuk Jin

This paper represents the experimental studies on the throwing power of sacrificial anode cathodic protection system applied to reinforced concrete piles in salt water condition by means of zinc anodes. Many previous studies show the effectiveness of sacrificial anode cathodic protection system, however, the major problem of sacrificial anode cathodic protection system is limited a distance to the point reaching protection current from the anode in high resistivity environments such as concrete, etc. In case of concrete pile in sea water condition, it should be combined submerged zone, tidal zone, splash zone, and atmospheric zone. In this study, the cathodic protection current by zinc sacrificial anodes was limited to scores of centimeters above the water line with tidal, depending on the concrete resistivity. Experimental tests were carried out on pile type reinforced concrete specimens with the change of water level. The test factors were corrosion and protection potential, current, and 4 hour depolarization potential. As a result of tests, cathodic protection current by zinc sacrificial anode was influenced up to about 10cm above the water line, and high resistivity areas such as atmospheric zone could not be protected with this system.


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