European standards for concrete

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EN 206-1, Concrete:Specification, performance, production & conformity

EN 206-1 is a 'framework standard' with national provisions, detailed requirements, rules of application etc being provided by a complementary national standard, which for the UK is BS 8500, Complementary British Standard to BS EN 206-1.
 
The old British Standard for concrete, BS 5328, was withdrawn in December 2003 and replaced by BS EN 206-1, published in 2000, and the UK complementary standard BS 8500, published in  February 2002.
 

BS 8500 Concrete, Complementary British Standard to EN 206-1

Part 1 covers 'Method of specifying and guidance for the specifier' and Part 2 'Specification for constituent materials and concrete'.
 
BS 8500 is significantly different from BS 5328 in both approach and specific requirements. It has changed the way concrete specifications are written. In essence under BS 8500, concrete may be specified as either proprietary, standardised prescribed, prescribed, designated or designed concrete.
 
Designed concrete contains a requirement for strength and this may be satisfied by using a designed concrete where the specifier states the limitations on the mix design (e.g. in industrial ground floor slabs). Or a designated concrete, where a supplier accredited by a third party (e.g. QARMC etc) designs the mix to suit the requirements of the designation given by the specifier (e.g. GEN, RC35 as defined in BS8500).
 
For most building and commercial structures, the designated concrete method of specification is appropriate. BS 8500-1, A.4 gives guidance on the selection of designated concrete. The inputs are the exposure classes and intended working life. The appropriate designated concrete and nominal cover to reinforcement are then selected from BS 8500-1, table A6 ensuring that the strength class associated with the selected designated concrete is adequate for structural purposes.
 
Two of the main changes are Exposure and Consistence classes
 
Exposure classification
 
Consistence classification
Class
Corrosion induced by
 
Class
Slump, mm
XO
No risk
 
S1
10 to 40
XC
Carbonation
 
S2
50 to 90
XD
Chlorides (excl seawater)
 
S3
100 to 150
XS
Seawater
 
 
 
XF
Freeze/thaw attack
 
 
 
XA
Chemical attack
 
 
 
With the exception of XO, each class of
exposure is split into a number of sub-classes.
 
It should be noted that BS8500-1 is due for revision during 2005 to reflect changes in BRE Special Digest 1 relating to concretes in aggressive conditions.
 
Concrete for industrial floors
Concrete for industrial floors is normally specified as designed concrete with special mix limitations.The requirements in the specification for concrete to be used in floors are normally determined by the service conditions (abrasion resistance, surface finish and flatness), method of construction and any requirements related to the method of finishing. Please refer to:-
  • BS 8204-2, In-situ floorings.  Code of practice for concrete wearing surfaces.
  • The Concrete Society Technical Report No 34 Concrete industrial ground floors. A guide to their design and construction (Third edition).
  • The Concrete Society's Good concrete guide 1, Guidance on specification, mix design and production of concrete for industrial floors.
For a designed concrete, specify that the concrete shall be produced in accordance with the relevant clauses of BS EN 206-1/BS8500 and also specifying the following:
  • compressive strength class;
  • exposure class or limiting values for concrete composition related to durability and abrasion resistance. Note: in some cases it may not be necessary to specify a maximum w/c ratio;
  • nominal upper aggregate size;
  • requirements for aggregates including physical and mechanical characteristics;
  • type and quantity of fibres (if used);
  • chloride content class; consistence class;
  • permitted cement types;
  • permitted admixtures.
Typically C28/35 or C32/40 concretes with minimum binder contents of 325 kg/m3 and maximum w/c ratio of 0.55 are used to provide for a good surface finish and ensure adequate abrasion resistance.

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