Carbonation

The protection of the reinforcing bars is provided by a thin surface layer – a film of hydrated iron oxide, which is created due to the high alkalinity that characterizes the concrete layers surrounding them. This alkalinity is achieved for pH values ​​above 12.5, which corresponds to the equilibrium concentration of calcium hydroxide Ca(OH)2, in water in the capillary system of the pores at normal temperature.

Chloride ions, if the concentration of the latter exceeds 0.2 to 0.6% of the weight of the cement, or disappears completely, due to a decrease in the alkalinity of the concrete around the bar, at pH values ​​below 9.0. Therefore, passivation of the steel is observed.

The decrease in the pH of concrete to values ​​below 9.0 is due to the chemical reaction of Ca(OH)2 in the pore water (and more generally in the tissue of the hardened cement paste) with carbon dioxide (CO2) in the atmosphere, which gradually diffuses into the interior of the concrete through the gas phase of the pores. This process results in the conversion of Ca(OH)2 into calcium carbonate (CaCO3) according to the reaction: Ca(OH)2 + CO2 -> CaCO3 + H2O

The process is called carbonation of concrete. It is worth mentioning that carbonation leads to the hardening of lime to the point where the concrete blocks disintegrate.

Parameters that affect carbonation. (Tasios, Th. P. and Aligizaki, K.)

  • Environmental conditions: For a relatively ambient humidity of 50% to 70%, the maximum carbonation rate is observed

  • Quality and thickness of the coating of reinforcing bars

• Low permeability. Reduces or even inhibits CO2 penetration.

• Cracks

• Low W/T values. Moisture and CO2 penetration is greatly limited

  • Cement type

• According to U. Ludwig (1890). Cements containing blast furnace slag and pozzolans carbonize faster than Portland. Panagiotis Tsikas – Charalambos Papaspyridakos.

• According to Matthews (1984). The addition of fly ash to cement accelerates carbonization in concrete with strengths less than 30 to 35 MPa.

• By A. Zhu (1982), and X. Tan (1982). The addition of lignosulfone to concrete in an amount of 0.25% by weight reduces the carbonization rate by 10 to 30%.

• The addition of silica fume. Accelerates carbonization.