concrete carbonation ~ the construction civil
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Carbonation ofconcrete is a processby which carbondioxide from the airpenetrates intoconcrete and reactswith calciumhydroxide to formcalcium carbonates.The conversion ofCa(OH)2 into CaCO3by the action of CO2results in a smallshrinkage.
CO2 by itself is notreactive. In thepresence ofmoisture, CO2changes into dilutecarbonic acid whichattacks the concrete and also reduces alkalinity of concrete.
Air contains CO2. The concentration of CO2 in rural air may be about 0.03 percent by volume. In large cities the content may go up to 0.3 per cent orexceptionally it may go up to even 1.0 per cent. In the tunnel, if not wellventilated the intensity may be much higher.
The pH value of pore water in the hardened concrete is generally between12.5 to 13.5 depending upon the alkali content of cement. The high alkalinityforms a thin passivating layer around steel reinforcement and protect it fromaction of oxygen and water. As long as steel is placed in a highly alkalinecondition, it is not going to corrode. Such condition is known as passivation.
In actual practice CO2 present in atmosphere in smaller or greaterconcentration, permeates into concrete and carbonates the concrete andreduces the alkalinity of concrete. The pH value of pore water in the hardenedcement paste which was around 13 will be reduced to around 9.0. When allthe Ca(OH)2 has become carbonated, the pH value will reduce upto about 8.3In such a low pH value, the protective layer gets destroyed and the steel isexposed to corrosion.
The carbonation of concrete is one of the main reasons for corrosion ofreinforcement. Of course, oxygen and moisture are the other componentsrequired for corrosion of embedded steel.
The carbonation of concrete is one of the main reasons for corrosion ofreinforcement. Of course, oxygen and moisture are the other componentsrequired for corrosion of embedded steel.
Rate of Carbonation:
The rate of carbonation depends on the following factors.
1. The level of pore water i.e., relative humidity.2. Grade of concrete3. Permeability of concrete4. Whether the concrete is protected or not5. depth of cover6. Time
It is interesting to know that if pore is filled with water the diffusion of CO2 isvery slow. But whatever CO2 is diffused into the concrete, is readily formedinto dilute carbonic acid reduces the alkalinity. On the other hand if the poresare rather dry, that is at low relative humidity the CO2 remains in gaseousform and does not react with hydrated cement. The moisture penetrationfrom external source is necessary to carbonate the concrete.
The highest rate of carbonation occurs at a relative humidity of between 50and 70 percent.The rate of carbonation depth will be slower in case ofstronger concrete for the obvious reason that stronger concrete is muchdenser with lower W/C ratio. It again indicates that the permeability of theconcrete, particularly that of skin concrete is much less at lower W/C and assuch the diffusion of CO2 does not take place faster, as in the case of morepermeable concrete with higher W/C ratio. Depth of cover plays an importantrole in protecting the steel from carbonation.
Measurement of depth of carbonation:
A common and simple method for establishing the extent of carbonation is totreat the freshly broken surface of concrete with a solution of phenophthaleinin diluted alcohol. If the Ca(OH) is unaffected by CO2 the colour turns out tobe pink. If the concrete is carbonated it will remain uncloured. It should be
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Concrete Carbonation ~ The Construction Civil http://www.theconstructioncivil.com/2010/02/concrete-carbonation.html
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