ssbear
Structural
- May 12, 2014
- 4
Hi there,
Does any code specify the maximum concrete cover? It is the concrete embedding a turbine in a hydro-power plant. Due to some construction issues the contractor wants to lower the top rebar mat, which makes the concrete cover 120mm for the top rebar. I don't know if that would cause any cracking problems in the long run. The project design basis report required a minimum of 40-70 mm concrete for different locations but it didn't specify the maximum values. My thought is that the rebar should be close to the concrete face due to constant vibration from turbine and generator but I can't find anything documents to support it. The concrete has a strength of 35 MPa.
Thanks,
Alex
Does any code specify the maximum concrete cover? It is the concrete embedding a turbine in a hydro-power plant. Due to some construction issues the contractor wants to lower the top rebar mat, which makes the concrete cover 120mm for the top rebar. I don't know if that would cause any cracking problems in the long run. The project design basis report required a minimum of 40-70 mm concrete for different locations but it didn't specify the maximum values. My thought is that the rebar should be close to the concrete face due to constant vibration from turbine and generator but I can't find anything documents to support it. The concrete has a strength of 35 MPa.
Thanks,
Alex