oSIST prEN 206-1:2024
(Main)Concrete - Specification, performance, production and conformity - Part 1: Performance, requirements, factory production control and assessment criteria for individual values
Concrete - Specification, performance, production and conformity - Part 1: Performance, requirements, factory production control and assessment criteria for individual values
(1) This document applies to concrete for structures cast in situ, precast structures, and structural precast products for buildings and civil engineering structures.
(2) The concrete under this document can be:
- normal-weight, heavy-weight and lightweight;
- mixed on site, ready-mixed or produced in a plant for precast concrete products;
- compacted or self-compacting to retain no appreciable amount of entrapped air other than entrained air.
(3) This document specifies requirements for:
- the constituents of concrete;
- the properties of fresh and hardened concrete;
- the limitations for concrete composition;
- the specification of concrete;
- the delivery of fresh concrete,
- the production control procedures;
- the assessment criteria for individual values.
(4) This document does not apply to:
- aerated concrete;
- foamed concrete;
- concrete with density less than 800 kg/m3;
- refractory concrete.
(5) This document does not cover health and safety requirements for the protection of workers during production and delivery of concrete.
Beton - Festlegung, Eigenschaften, Herstellung und Konformität - Teil 1: Eigenschaften, Anforderungen, werkseigene Produktionskontrolle und Bewertungskriterien für einzelne Werte
(1) Dieses Dokument gilt für Beton, der für Ortbetonbauwerke, vorgefertigte Betonbauwerke sowie für Fertigteile für Gebäude und Ingenieurbauwerke verwendet wird.
(2) Der Beton nach diesem Dokument kann Folgendes sein:
- Normal , Schwer und Leichtbeton;
- Baustellenbeton, Transportbeton oder in einem Fertigteilwerk hergestellter Beton;
- verdichteter oder selbstverdichtender Beton, der, abgesehen von künstlich eingeführten Luftporen, keinen nennenswerten Anteil an eingeschlossener Luft enthält.
(3) Dieses Dokument legt Anforderungen fest an:
- die Betonausgangsstoffe;
- die Eigenschaften von Frisch und Festbeton;
- die Einschränkungen für die Betonzusammensetzung;
- die Festlegung des Betons;
- die Lieferung von Frischbeton;
- die Verfahren der Produktionskontrolle;
- die Bewertungskriterien für Einzelwerte.
(4) Dieses Dokument gilt nicht für:
- Porenbeton;
- Schaumbeton;
- Beton mit einer Rohdichte von weniger als 800 kg/m3;
- Feuerfestbeton.
(5) Dieses Dokument enthält keine Anforderungen hinsichtlich Gesundheit und Sicherheit zum Schutz der Arbeiter während der Herstellung und Lieferung des Betons.
Béton - Spécification, performances, production et conformité - Partie 1 : Performances, exigences, contrôle de la production en usine et critères d’évaluation des valeurs individuelles
(1) Le présent document s’applique au béton destiné aux structures coulées en place, aux structures préfabriquées, ainsi qu’au béton destiné aux produits préfabriqués structurels pour les bâtiments et les structures de génie civil.
(2) Le béton relevant du présent document peut être :
- lourd, léger ou de masse volumique normale ;
- fabriqué sur chantier, prêt à l’emploi ou produit dans une unité de production de produits préfabriqués ;
- compacté ou autoplaçant, de telle manière que la quantité d’air occlus autre que l’air entraîné soit négligeable.
(3) Le présent document spécifie les exigences concernant :
- les constituants du béton ;
- les propriétés du béton frais et durci ;
- les limitations imposées à la composition du béton ;
- la spécification du béton ;
- la livraison du béton frais ;
- les procédures de contrôle de production ;
- les critères d’évaluation des valeurs individuelles.
(4) Le présent document ne s’applique pas :
- au béton cellulaire ;
- au béton-mousse ;
- au béton de masse volumique inférieure à 800 kg/m3 ;
- au béton réfractaire.
(5) Le présent document ne couvre pas les exigences relatives à la santé et à la sécurité pour la protection des opérateurs lors de la production et de la livraison de béton.
Beton - Specifikacija, lastnosti, proizvodnja in skladnost - 1. del: Lastnosti, zahteve, kontrola tovarniške proizvodnje in kriteriji vrednotenja posameznih vrednosti
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
01-oktober-2024
Beton - Specifikacija, lastnosti, proizvodnja in skladnost - 1. del: Lastnosti,
zahteve, kontrola tovarniške proizvodnje in kriteriji vrednotenja posameznih
vrednosti
Concrete - Specification, performance, production and conformity - Part 1: Performance,
requirements, factory production control and assessment criteria for individual values
Beton - Festlegung, Eigenschaften, Herstellung und Konformität - Teil 1: Eigenschaften,
Anforderungen, werkseigene Produktionskontrolle und Bewertungskriterien für einzelne
Werte
Béton - Spécification, performances, production et conformité - Partie 1 : Performances,
exigences, contrôle de la production en usine et critères d’évaluation des valeurs
individuelles
Ta slovenski standard je istoveten z: prEN 206-1
ICS:
91.100.30 Beton in betonski izdelki Concrete and concrete
products
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
DRAFT
EUROPEAN STANDARD
NORME EUROPÉENNE
EUROPÄISCHE NORM
August 2024
ICS 91.100.30 Will supersede EN 206:2013+A2:2021
English Version
Concrete - Specification, performance, production and
conformity - Part 1: Performance, requirements, factory
production control and assessment criteria for individual
values
Béton - Spécification, performance, production et Beton - Festlegung, Eigenschaften, Herstellung und
conformité - Partie 1 Performance, exigences, contrôle Konformität
de production et- critère de conformité pour valeurs
individuelles
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 104.
If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations
which stipulate the conditions for giving this European Standard the status of a national standard without any alteration.
This draft European Standard was established by CEN in three official versions (English, French, German). A version in any other
language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC
Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and
United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2024 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 206-1:2024 E
worldwide for CEN national Members.
Contents Page
European foreword . 4
0 Introduction . 5
1 Scope . 9
2 Normative references . 9
3 Terms and definitions . 11
3.1 General . 11
3.2 Constituents . 15
3.3 Fresh concrete . 17
3.4 Hardened concrete . 19
3.5 Conformity and production control . 20
4 Symbols and abbreviations . 20
5 Classification . 22
5.1 Exposure classes related to environmental actions . 22
5.2 Classes for properties of fresh concrete . 22
5.3 Classes for properties of hardened concrete . 25
5.4 Classes regarding CO emissions . 27
6 Requirements for concrete and methods of verification . 28
6.1 Basic requirements for constituents . 28
6.2 Basic requirements for composition of concrete . 30
6.3 Requirements related to exposure classes . 35
6.4 Requirements for fresh concrete . 36
6.5 Requirements for hardened concrete . 38
7 Specification of concrete . 40
7.1 General . 40
7.2 Specification for designed concrete . 41
7.3 Specification for prescribed concrete . 42
7.4 Specification of standardized prescribed concrete . 43
8 Delivery of fresh concrete . 43
8.1 Information from the user of the concrete to the producer . 43
8.2 Information from the producer of the concrete to the user . 43
8.3 Delivery ticket for ready-mixed concrete . 44
8.4 Delivery information for site-mixed concrete . 46
8.5 Mix adjustments after the main mixing process and prior to discharge . 46
9 Factory Production control . 46
9.1 General . 46
9.2 Production control systems . 47
9.3 Recorded data and other documentation . 47
9.4 Testing . 48
9.5 Concrete composition and initial type testing . 48
9.6 Personnel, equipment and installation. 49
9.7 Batching of constituents . 50
9.8 Mixing of concrete . 50
9.9 Production control procedures . 51
10 Assessment criteria for individual values . 58
10.1 Assessment criteria for compressive strength . 58
10.2 Assessment criteria for tensile splitting strength . 58
10.3 Assessment criteria for properties other than strength . 58
11 Designation for designed concrete . 61
Annex A (normative) Initial Type Test . 62
Annex B (informative) Concrete families . 65
Annex C (informative) Exposure classes from EN 1992-1-1. 67
Annex D (informative) Guidelines for self-compacting concrete requirements in the fresh
state . 71
Annex E (informative) Recommendation for the use of aggregates . 73
Annex F (informative) Limiting values of concrete composition . 76
Annex G (informative) Guidance on reference concrete . 78
Bibliography . 80
European foreword
This document (prEN 206-1:2024) has been prepared by Technical Committee CEN/TC 104 “Concrete
and related products”, the secretariat of which is held by SN.
This document is currently submitted to the CEN Enquiry.
This document will supersede EN 206:2013+A2:2021.
In particular, the following main items had been subject to revision when preparing prEN 206-1:2024:
a) Moving all aspects concerning conformity assessment and certification into a separate part
EN 206-2;
b) Annex D on concrete for geotechnical purposes has been moved to a separate part EN 206-3;
c) Opening for national provisions on exposure resistance classes;
d) Included new terminology for binder;
e) Annex M “Guidance on provisions valid in the place of use” moved to Introduction;
f) Annex L “Additional information for specific clauses” included in main text where appropriate;
g) Informative content in Clause 5.1 “Exposure classes” moved to informative Annex C;
h) New Clause 5.4 “Classes regarding CO emissions”;
i) General updates to align with revised EN 1992-1-1:2023;
j) General editorial changes.
This document forms part of three European Standards, written by CEN/TC 104 and covering
specification, performance, production and conformity of concrete.
— Concrete — Specification, performance, production and conformity — Part 1: Performance,
requirements, factory production control and assessment criteria for individual values.
— Concrete — Specification, performance, production and conformity — Part 2: Conformity
assessment and certification.
— Concrete — Specification, performance, production and conformity — Part 3: Additional
requirements for specification and conformity of concrete for special geotechnical works
0 Introduction
0.1 Introduction to EN 206-1
(1) This document defines tasks for the specifier, producer and user.
(2) If the concrete is in conformity with this document, the concrete in the structure is deemed to satisfy
the durability requirements for the intended use in the specific environmental condition, provided:
— the appropriate exposure classes were selected;
— the concrete has the minimum cover to reinforcement in accordance with the relevant design
standard required for the specific environmental condition, e.g. EN 1992-1-1;
— the concrete is properly placed, compacted and cured, e.g. in accordance with EN 13670 or other
relevant standards;
— the appropriate maintenance is applied during the service life.
(3) Concrete conforming to this document may be ass
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