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Reducing friction coeff of concrete

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graduatequestions

Structural
Mar 6, 2008
23
Anybody got any suggestions on suitable coatings/paints for contact between two concrete surface? The codes seem to indicate you have to take a coeff of between 0.5 and 1 (when its beneficial) - i need to reduce that somewhere below 0.3, which is prob the max i can get away with.

Theres a fairly sizeable load on the concrete so the coating (or similiar) needs to be fairly hardy
 
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You need to give more details. How long, how often, how far?

TTFN

FAQ731-376
 
And what is the expected stress on the coating (load per unit area)?
 
Its a one off 300mm movement taking place slowly (years rather than days) & the load on the surface is 130kPa. It only moves one way & like i said it only happens once.

I think I'm using a sliding bearing now, but I'm still interested in what is alternatives there are, maybe some sort of bituminous paint...? I'm not really sure, not my area of expertise!
 
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