
General Information
Domesticore 600mm wide precast hollowcore floor slabs are manufactured as a 210mm deep unit. Domesticore slabs are ideally suited for house construction and can be used with o without structural screed depending on loading requirements.
Benefits of using of Domesti-Core Slabs
- A reinforced precast concrete flooring system, ideal for use in dwellings at ground and first floor level.
- Available in widths of up to 600mm, lengths from 1m to 8m in 50mm increments.
- Reduces sound transmission between floors and gives options of blockwork partitions at first floor thus reducing sound transmissions between rooms.
- Improved durability and sound insulation increases the value of your home.
- Installed in a matter of hours, it provides a safe working platform for other trades to follow on immediately.
- Provides an excellent base for underfloor heating.
- In dormer or attic construction, roof trusses can be significantly reduced in size with Domesti-core, thus reducing costs.
- A full technical design support service is provided.
Properties
210mm Domesti-Core without Screed | |||
---|---|---|---|
Span(m) | Dead Load Kn/m2 |
Live Load Kn/m2 |
Total Load Kn/m2 |
5.00 | 5.80 | 1.50 | 7.30 |
5.50 | 4.00 | 1.50 | 5.50 |
6.00 | 2.75 | 1.50 | 4.25 |
6.50 | 1.75 | 1.50 | 3.25 |
7.00 | 1.00 | 1.50 | 2.50 |
210mm Domesti-Core with 50mm Structural Screed | |||
---|---|---|---|
Span(m) | Dead Load Kn/m2 |
Live Load Kn/m2 |
Total Load Kn/m2 |
5.00 | 9.40 | 1.50 | 10.90 |
5.50 | 6.30 | 1.50 | 7.80 |
6.00 | 4.00 | 1.50 | 5.50 |
6.50 | 2.50 | 1.50 | 4.00 |
7.00 | 1.50 | 1.50 | 3.00 |
Propping is required during pouring & curing of structural screed |
- Loads indicated are guidance loads only. Where openings, cantilevers or concetrated loads are required consult our technical department.
- Propping may be required during pouring & curing of structural screed.
- Screed is to be minimum 30N10.
- Loads are based on limiting deflections of finishes L/500 and Creep L/500
- For spans (to 8m) or loading conditions greater than those shown, please consult our technical department.
Cross Sections
