BS EN 206-1:2000
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
Concrete Specification, performance, production and conformity
Hardcopy , PDF
English
22-03-2006
26-08-2021
Foreword
Introduction
1 Scope
2 Normative references
3 Definitions, symbols and abbreviations
3.1 Terms and definitions
3.2 Symbols and abbreviations
4 Classification
4.1 Exposure classes related to environmental actions
4.2 Fresh concrete
4.2.1 Consistence classes
4.2.2 Classes related to maximum aggregate size
4.3 Hardened concrete
4.3.1 Compressive strength classes
4.3.2 Density classes for light-weight concrete
5 Requirements for concrete and methods of verification
5.1 Basic requirements for constituent materials
5.1.1 General
5.1.2 Cement
5.1.3 Aggregates
5.1.4 Mixing water
5.1.5 Admixtures
5.1.6 Additions (including mineral fillers and pigments)
5.2 Basic requirements for composition of concrete
5.2.1 General
5.2.2 Selection of cement
5.2.3 Use of aggregates
5.2.4 Use of recycled water
5.2.5 Use of additions
5.2.6 Use of admixtures
5.2.7 Chloride content
5.2.8 Concrete temperature
5.3 Requirements related to exposure classes
5.3.1 General
5.3.2 Limiting values for concrete composition
5.3.3 Performance-related design methods
5.4 Requirements for fresh concrete
5.4.1 Consistence
5.4.2 Cement content and water/cement ratio
5.4.3 Air content
5.4.4 Maximum aggregate size
5.5 Requirements for hardened concrete
5.5.1 Strength
5.5.2 Density
5.5.3 Resistance to water penetration
5.5.4 Reaction to fire
6 Specification of concrete
6.1 General
6.2 Specification for designed concrete
6.2.1 General
6.2.2 Basic requirements
6.2.3 Additional requirements
6.3 Specification for prescribed concrete
6.3.1 General
6.3.2 Basic requirements
6.3.3 Additional requirements
6.4 Specification of standardized prescribed concrete
7 Delivery of fresh concrete
7.1 Information from the user of the concrete to the producer
7.2 Information from the producer of the concrete to the user
7.3 Delivery ticket for ready-mixed concrete
7.4 Delivery information for site-mixed concrete
7.5 Consistence at delivery
8 Conformity control and conformity criteria
8.1 General
8.2 Conformity control for designed concrete
8.2.1 Conformity control for compressive strength
8.2.2 Conformity control for tensile splitting strength
8.2.3 Conformity control for properties other than strength
8.3 Conformity control of prescribed concrete including
standardized prescribed concrete
8.4 Actions in the case of non-conformity of the product
9 Production control
9.1 General
9.2 Production control systems
9.3 Recorded data and other documents
9.4 Testing
9.5 Concrete composition and initial testing
9.6 Personnel, equipment and installation
9.6.1 Personnel
9.6.2 Equipment and installation
9.7 Batching of constituent materials
9.8 Mixing of concrete
9.9 Production control procedures
10 Evaluation of conformity
10.1 General
10.2 Assessment, surveillance and certification of production
control
11 Designation for designed concrete
Annex A (normative) Initial test
Annex B (normative) Identity testing for compressive strength
Annex C (normative) Provisions for assessment, surveillance and
certification of production control
Annex D (informative) Bibliography
Annex E (informative) Guidance on the application of the
equivalent performance concept of concrete properties
Annex F (informative) Recommendations for limiting values of
concrete compositions
Annex G Text deleted
Annex H (informative) Additional provisions for high strength
concrete
Annex J (informative) Performance-related design methods with
respect to durability
Annex K (informative) Concrete families
Figures
Tables
Pertains to concrete for structures cast in situ, precast structures, and structural precast products for buildings and civil engineering structures.
| Committee |
B/517/1
|
| DevelopmentNote |
Supersedes DD ENV 206:1992. To be read in conjunction with BS 8500-1(2002) and BS 8500-2(2002 (03/2001) Together with BS 8500-1(2002) and BS 8500-2(2002), supersedes BS 5328-1(1997), BS 5328-2(1997), BS 5328-3(1990) and BS 5328-4(1990). Supersedes 97/104685 DC. (09/2002) Also available as part of BS KIT 163. (09/2005)
|
| DocumentType |
Standard
|
| Pages |
74
|
| PublisherName |
British Standards Institution
|
| Status |
Superseded
|
| SupersededBy | |
| Supersedes |
This European Standard applies to concrete for structures cast in situ, precast structures, and precast structural elements for buildings and civil engineering structures. The concrete may be mixed on site, ready-mixed concrete or produced in a plant for precast concrete. This standard specifies requirements for: - the constituent materials of concrete; - the properties of fresh and hardened concrete and their verification; - the limitations for concrete composition; - the specification of concrete; - the delivery of fresh concrete; - the production control procedures; - the conformity criteria and evaluation of conformity.
| Standards | Relationship |
| NBN EN 206-1 : 2001 AMD 2 2006 | Identical |
| NF EN 206-1 : 2004 AMD 2 2005 | Identical |
| NS EN 206-1 : 2000 AMD 2 2005 | Identical |
| I.S. EN 206-1:2002 | Identical |
| NEN EN 206-1 : 2001 AMD 2 2005 | Identical |
| EN 206-1:2000 | Equivalent |
| DIN EN 206-1:2001-07 | Identical |
Please Login or Create an Account so you can add users to your Multi user PDF Later.
Important note : All end users must be registered with an Account prior to user licenses being assigned.
Users cannot be edited or removed once added to your Multi user PDF.