Posted by John MC on 03/09/2023 07:20:03:
Is RAAC failure the same as "concrete cancer"? My understanding of the current problems of with RAAC is water ingress leading to corrosion of the steel reinforcement.
Concrete cancer is a chemical reaction within the concrete, alkali vs silica(?). This causes spalling of the surface of the structure that, in turn, eventually exposes the reinforcement which then corrodes.
The media seemed to have latched on to the term concrete cancer when it is, in fact, another mode of failure.
Agreed, John,
Alkali aggregate reaction was my take, on the original use of that term. Recognised from about the early’70’s as I recall – particularly with cement manufactured by the ‘dry’ process (as opposed to the ‘wet’ process where the raw materials were fed to the kilns as a slurry). The dry process involves heat transfer within cyclones as the kiln exhaust gases exit the system and the powder feed descends the cyclone tower before entering the kin at near to (or even above) calcining temperature – depending on whether extra fuel is injected at the flue gas exit to the kiln. Alkali metal salts (mainly as chlorides and sulphates), sulphates were a result sulphur content in the coal and gypsum in the raw materials These mostly evaporate in the kiln burning zone and recirculate by condensation within the cyclone tower. This led to build-up, and possible blockage, in the final cyclone feed pipe – from the hottest cyclone to the kiln.
The alkali metals either eventually passed through to the cement clinker or, in some cases some exhaust gases were bled away, via a bypass system, where the high alkali metal salts were collected (along with a fraction of what was the kiln feed) and dumped back to the quarry. In the much less energy efficient wet process, the alkalis were generally lower, even though far more coal was consumed in the process (approx twice the amount!). They were collected in the dust collectors and dumped in the quarry.
As a addition to the discussion of RAAC, it may be noted that the ‘norm’ for removing frost protection from curing concrete/mortar was around the ‘5N’ level – 10N levels were typical for one-day strengths under standard condition, so less in cold weather – so any RAAC which might absorb water could suffer from frost damage. Not a good idea for flat roof structures – so just yet another risk with older buildings – and particularly roofs over (heated) swimming pools!