Difference between revisions of "12.7 - Concrete mix requirements"
From TGN Online
| Line 8: | Line 8: | ||
'''[http://www.concretebookshop.com/tr75-composite-concrete-slabs-using-steel-decking-4324-p.asp Refer to 'Concrete Society Technical Report No.75 - Composite slabs using steel decking' for more information]''' | '''[http://www.concretebookshop.com/tr75-composite-concrete-slabs-using-steel-decking-4324-p.asp Refer to 'Concrete Society Technical Report No.75 - Composite slabs using steel decking' for more information]''' | ||
| − | '''[https://smdltd.co.uk/wp-content/uploads/ | + | '''[https://smdltd.co.uk/wp-content/uploads/2023/10/SCI-P-300-Composite-SLabs-and-Beams-using-steel-decking-Third-Edition.pdf MCRMA/SCI Technical Paper No. 13/SCI P300 REVISED EDITION. Composite slabs and beams using steel decking: Best practice for design and construction]''' |
Latest revision as of 08:57, 19 October 2023
The concrete mix design must be suitable for the intended method of installation (e.g. pumpable) and finishing. Concrete with a minimum consistence class of S3 should be utilised, in accordance with BS 8500.
The mix design should be prepared in accordance with the strength class, maximum water/cement ratio and minimum cement content specified the engineer. The concrete contractors proposed mix design must be approved by the engineer prior to commencement of concrete placement works.
BS 8500-1:2006 + A1:2012: Concrete. Complementary British Standard to BS EN 206-1. Method of specifying and guidance for the specifier.
Go to NEXT section
