Help with pouring basement concrete floors
Posted: Wed Jan 13, 2021 12:58 pm
Hi,
I have a few questions about concrete floors that I’m trying to get answers to before I contact BC.
This is a DIY basement refurb with building control approval. DPM has been inspected and OK to pour concrete floors. There are four separate rooms to pour ranging from 13.7 Msq to 3.8 Msq all at 100mm thick. Jabcore hardcore replacement/insulation 100mm thick is installed above DPM with an additional layer of DPM covering ready for concrete. My plans require “100mm of concrete” with no further detail. Site access is terrible and I want to avoid ready mixed and pumping in as it will need to be done in two phases due to room layout. My preference is to do It with a couple of mixers and lots of hard work doing a room at a time.
Is it a requirement to reinforce the concrete as it has an insulation layer below? If so what type?
I’ve looked at NHBC standards for site mixed concrete to try and get a guide on what mix to use
ST 2 or ST3 if un reinforced, ST5 if Reinforced.
What proportions would a builder use If I got them to do it and would they reinforce it?
Any comments/ help/advice is most welcome
Cheers
I have a few questions about concrete floors that I’m trying to get answers to before I contact BC.
This is a DIY basement refurb with building control approval. DPM has been inspected and OK to pour concrete floors. There are four separate rooms to pour ranging from 13.7 Msq to 3.8 Msq all at 100mm thick. Jabcore hardcore replacement/insulation 100mm thick is installed above DPM with an additional layer of DPM covering ready for concrete. My plans require “100mm of concrete” with no further detail. Site access is terrible and I want to avoid ready mixed and pumping in as it will need to be done in two phases due to room layout. My preference is to do It with a couple of mixers and lots of hard work doing a room at a time.
Is it a requirement to reinforce the concrete as it has an insulation layer below? If so what type?
I’ve looked at NHBC standards for site mixed concrete to try and get a guide on what mix to use
ST 2 or ST3 if un reinforced, ST5 if Reinforced.
What proportions would a builder use If I got them to do it and would they reinforce it?
Any comments/ help/advice is most welcome
Cheers