Difference between revisions of "12.7 - Concrete mix requirements"

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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 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.
 
   
 
   
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Other items within 12.0 - Concrete:-
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Go to '''[[12.8 - Placement|NEXT]]''' section
: [[12.1 - Site considerations]]
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: [[12.2 - Temporary propping]]
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: [[12.3 - Cleaning the decking]]
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: [[12.4 - Damaged decking]]
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: [[12.5 - Construction joints]]
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: [[12.6 - Reinforcement drawings and bending schedules]]
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: [[12.7 - Concrete mix requirements]]
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: [[12.8 - Placement]]
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: [[12.9 - Surface finish]]
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: [[12.10 - Surface flatness]]
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: [[12.11 - Curing]]
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: [[12.12 - Post-installation characteristics]]
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Revision as of 09:59, 21 March 2017

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.

Refer to 'Concrete Society Technical Report No.75 - Composite slabs using steel decking' for more information

MCRMA/SCI Technical Paper No. 13/SCI P300 REVISED EDITION. Composite slabs and beams using steel decking: Best practice for design and construction




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