SIST EN 206-9:2010

Concrete - Part 9: Additional Rules for Self-compacting Concrete (SCC)

This European Standard applies to SCC for structures cast in situ, precast structures, and structural precast products for buildings and civil engineering structures. This European Standard applies to SCC which is self-compacting by gravity to retain no appreciable amount of entrapped air other than entrained air. This Standard applies to normal-weight concrete. Experience with SCC containing light-weight or heavy-weight aggregate and fibres is limited. Some but not all provisions of this Standard apply for these forms of SCC but the requirements have to be determined on a case by case basis. The SCC may be mixed on site, ready-mixed concrete or produced in a plant for precast concrete products. In addition to those in EN 206-1:2000, this European Standard specifies requirements for: the constituent materials of SCC; the properties of fresh and hardened SCC and their verification; the limitations for SCC composition; the specification of SCC; the factory production control procedures; the conformity criteria.

Beton - Teil 9: Ergänzende Regeln für selbstverdichtenden Beton (SVB)

Diese Europäische Norm gilt für selbstverdichtenden Beton für  Ortbetontragwerke, für vorgefertigten Bauteilen sowie für Fertigteile für Gebäude und Ingenieurbauwerke.
Diese Europäische Norm gilt für selbstverdichtenden Beton, der sich auf Grund der Schwerkraft soweit verdichtet, dass er außer Luftporen keine weiteren Lufteinschlüsse enthält. Sie gilt für Normalbeton. Es liegen nur begrenzte Erfahrungen mit SVB, der leichte oder schwere Gesteinskörnungen und Fasern enthält, vor. Für die letztgenannten Arten von selbstverdichtendem Beton gelten einige, jedoch nicht alle Festlegungen dieser Norm. Daher sind die jeweiligen Anforderungen im Einzelfall festzulegen.
Selbstverdichtender Beton kann als Baustellenbeton, als Transportbeton oder in einem Werk für Beton¬fertig-teile hergestellt werden.
Neben den Anforderungen nach EN 206-1:2000 legt diese Europäische Norm Anforderungen an folgende Aspekte fest:
-   Bestandteile von SVB;
-   Eigenschaften von frischem und erhärtetem SVB sowie deren Nachweis;
-   Einschränkungen bezüglich der Zusammensetzung von SVB;
-   Festlegung von SVB;
-   Verfahren zur werkseigenen Produktionskontrolle;
-   Konformitätskriterien.
Weitere Europäische Normen für bestimmte Produkte, z. B. Betonfertigteile, oder für Verfahren im Anwen-dungsbereich dieser Europäischen Norm können von dieser Norm abweichende Regelungen erfordern oder zulassen.
Die in EN 206-1:2000 angegebenen Einschränkungen des Anwendungsbereiches gelten für Selbstverdich-tenden Beton nach dieser Europäischen Norm.
Gesundheits- und sicherheitstechnische Anforderungen an den Schutz von Personal während der Herstellung und Lieferung von Beton sind nicht Gegenstand dieser Europäischen Norm.

Béton - Partie 9 : Règles complémentaires pour le béton auto placant

La présente Norme européenne s'applique au BAP destiné aux structures coulées en place, aux structures préfabriquées et aux éléments de structures préfabriquées pour bâtiments et ouvrages de génie civil.
La présente Norme européenne s'applique au BAP, compact par seul effet gravitaire, de sorte qu'il ne conserve aucun volume notable d'air occlus autre que l'air entraîné. La présente norme s'applique au béton de masse volumique normale. Les cas d'application de BAP contenant des granulats légers ou lourds, ou des fibres, sont limités. Certaines dispositions de la présente norme s'appliquent à ces formes de BAP, les exigences devant toutefois être déterminées au cas par cas.
Le BAP peut être du béton fabriqué sur chantier, du béton prêt à l'emploi ou du béton fabriqué dans une usine de produits de béton préfabriqués.
Outre les exigences définies dans l'EN 206-1:2000, la présente Norme européenne définit des exigences relatives :
-   aux constituants du BAP ;
-   aux propriétés du BAP frais et durci et à leur vérification ;
-   aux limitations applicables à la composition du BAP ;
-   à la spécification du BAP ;
-   aux procédures de contrôle de la production en usine ;
-   aux critères de conformité.
D'autres Normes européennes relatives à des produits spécifiques, par exemple des produits préfabriqués, ou à des procédés entrant dans le domaine d'application de la présente Norme européenne, peuvent nécessiter ou autoriser des dérogations par rapport au présent document.
Les limites spécifiées dans le domaine d'application de l'EN 206-1:2000 s'appliquent au BAP conforme à la présente Norme européenne.
La présente Norme européenne 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 du béton.

Beton - 9. del: Dodatna pravila za samozgoščevalni beton (SCC)

Ta evropski standard velja za samozgoščevalni beton (SCC) za konstrukcije, ki se ulivajo in situ, za montažne konstrukcije in strukturne montažne proizvode za stavbe in gradbene inženirske konstrukcije. Ta evropski standard velja za samozgoščevalni beton, ki se samozgoščuje s težnostjo in razen uvedenega zraka ne zadržuje znatnih količin ujetega zraka. Ta standard velja za beton z običajno težo. Izkušnje s samozgoščevalnim betonom, ki vsebuje lahek ali težak agregat in vlakna, so omejene. Za tovrstni samozgoščevalni beton veljajo nekatere, a ne vse določbe tega standarda, vendar je treba zahteve določiti za vsak primer posebej. Samozgoščevalni beton se lahko zmeša in situ, lahko je že zmešan ali pa je narejen v tovarni za montažne betonske proizvode. Poleg zahtev v EN 206-1:2000 ta evropski standard določa zahteve za: sestavne materiale za samozgoščevalni beton; lastnosti svežega in strjenega samozgoščevalnega betona in njihovo preverjanje; omejitve sestave samozgoščevalnih betonov; specifikacijo samozgoščevalnih betonov; postopke kontrole proizvodnje v tovarni; merila za skladnost.

General Information

• Status: Withdrawn
• Publication Date: 14-Sep-2010
• Withdrawal Date: 04-Dec-2013
• ICS: 91.100.30 - Concrete and concrete products
• Technical Committee: BBB - Concrete, reinforced concrete and prestressed concrete
• Current Stage: 9900 - Withdrawal (Adopted Project)
• Start Date: 05-Dec-2013
• Due Date: 28-Dec-2013
• Completion Date: 05-Dec-2013
• Directive: 89/106/EEC - Construction products
• Ref Project: EN 206-9:2010 - Concrete - Part 9: Additional Rules for Self-compacting Concrete (SCC)

Relations

• Replaced By: SIST EN 206:2013 - Concrete - Specification, performance, production and conformity
• Effective Date: 08-Jun-2022
• Replaced By: SIST EN 206:2013 - Concrete - Specification, performance, production and conformity
• Effective Date: 01-Dec-2013

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Beton - Teil 9: Ergänzende Regeln für selbstverdichtenden Beton (SVB)Béton - Partie 9 : Règles complémentaires pour le béton auto placantConcrete - Part 9: Additional Rules for Self-compacting Concrete (SCC)91.100.30Beton in betonski izdelkiConcrete and concrete productsICS:Ta slovenski standard je istoveten z:EN 206-9:2010SIST EN 206-9:2010en,de01-oktober-2010SIST EN 206-9:2010SLOVENSKI
STANDARD



SIST EN 206-9:2010



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 206-9
April 2010 ICS 91.100.30 English Version
Concrete - Part 9: Additional Rules for Self-compacting Concrete (SCC)
Béton - Partie 9 : Règles complémentaires pour le béton auto-plaçant
Beton -Teil 9: Ergänzende Regeln für selbstverdichtenden Beton (SVB) This European Standard was approved by CEN on 27 February 2010.
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. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN Management Centre or to any CEN member.
This European Standard exists 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 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, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2010 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 206-9:2010: ESIST EN 206-9:2010



EN 206-9:2010 (E) 2 Contents Page Foreword .4Introduction .51Scope .62Normative references .63Terms, definitions, symbols and abbreviations .73.1Terms and definitions .73.2Symbols and abbreviations .74Classification .84.1Exposure classes related to environmental actions .84.2Fresh concrete .84.3Hardened concrete .95Requirements for concrete and methods of verification . 105.1Basic requirements for constituent materials . 105.2Basic requirements for composition of concrete . 105.3Requirements related to exposure classes . 115.4Requirements for fresh concrete . 115.5Requirements for hardened concrete . 126Specification of concrete . 126.1General . 126.2Specification for designed concrete . 126.3Specification for prescribed concrete . 136.4Specification of standardized prescribed concrete . 137Delivery of fresh concrete . 137.1Information from the user of the concrete to the producer . 137.2Information from the producer of the concrete to the user . 137.3Delivery ticket for ready-mixed concrete . 137.4Delivery information for site-mixed concrete . 137.5Consistence at delivery . 138Conformity control and conformity criteria . 148.1General . 148.2Confomity control for designed concrete . 148.3Conformity control of prescribed concrete including standardized prescribed concrete . 148.4Actions in the case of non-conformity of the product . 149Production control . 149.1General . 149.2Production control systems . 159.3Recorded data and other documents . 159.4Testing . 159.5Concrete composition and initial testing . 159.6Personnel, equipment and installation . 159.7Batching of constituent materials . 159.8Mixing of concrete . 159.9Production control procedures . 1510Evaluation of conformity . 1611Designation for designed concrete . 16SIST EN 206-9:2010



EN 206-9:2010 (E) 3 Annex A (normative)
Initial Test . 17A.1 General . 17A.2 Party responsible for initial tests . 17A.3 Frequency of initial tests . 17A.4 Test conditions . 17A.5 Criteria for adoption of initial tests . 17Annex B (normative)
Identity testing for compressive strength . 18Annex C (normative)
Provisions for assessment , surveillance and certification of production control . 19Annex D (informative)
Bibliography . 20Annex E (informative)
Guidance on the application of the equivalent performance concept of concrete properties . 21Annex F (informative)
Recommendations for limiting values of concrete compositions . 22Annex H (informative)
Additional provisions for high strength concrete . 23Annex J (informative)
Performance-related design methods with respect to durability . 24Annex K (informative)
Concrete families . 25Annex L (informative)
Guidelines for SCC requirements in the fresh state . 26L.1General . 26L.2Recommendations on classification of SCC . 27L.2.1Slump flow . 27L.2.2Viscosity . 27L.2.3Passing ability . 27L.2.4Stability . 27 SIST EN 206-9:2010



EN 206-9:2010 (E) 4 Foreword This document (EN 206-9:2010) has been prepared by Technical Committee CEN/TC 104 “Concrete and related products”, the secretariat of which is held by DIN. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by October 2010, and conflicting national standards shall be withdrawn at the latest by October 2010. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: 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, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. This European Standard is additional to EN 206-1:2000 and it gives the rules for self-compacting concrete (SCC). Common rules are not repeated in this European Standard and as a consequence, it has to be used with EN 206-1:2000. When EN 206-1:2000 is revised, this European Standard will be merged into the main document. The numbering of this European Standard follows EN 206-1:2000. SIST EN 206-9:2010



EN 206-9:2010 (E) 5
Introduction Self-compacting concrete (SCC) is an evolving technology and practices vary. This European Standard sets common requirements, but where this is not possible the relevant clause contains permission for the application of national standards or provisions valid in the place of use of the concrete. This European Standard will be applied in Europe under different climatic and geographical conditions, different levels of protection and under different, well established, regional traditions and experience. Classes for self-compacting concrete properties have been introduced to cover this situation. Where such general solutions were not possible, the relevant clauses contain permission for the application of national standards or provisions valid in the place of use of the concrete. In tables, notes and footnotes in this European Standard are normative unless stated otherwise; other notes and footnotes are informative. Further explanations and guidance on the application of this European Standard are given in other documents valid in the place of use. Further guidance on the production and other aspects of SCC is given in The European Guidelines for Self-Compacting Concrete – Specification, Production and Use , see also Annex D. SIST EN 206-9:2010



EN 206-9:2010 (E) 6
1 Scope This European Standard applies to SCC for structures cast in situ, precast structures, and structural precast products for buildings and civil engineering structures. This European Standard applies to SCC which is self-compacting by gravity to retain no appreciable amount of entrapped air other than entrained air. This Standard applies to normal-weight concrete. Experience with SCC containing light-weight or heavy-weight aggregate and fibres is limited. Some but not all provisions of this Standard apply for these forms of SCC but the requirements have to be determined on a case by case basis. The SCC may be mixed on site, ready-mixed concrete or produced in a plant for precast concrete products. In addition to those in EN 206-1:2000, this European Standard specifies requirements for:  the constituent materials of SCC;  the properties of fresh and hardened SCC and their verification;  the limitations for SCC composition;  the specification of SCC;  the factory production control procedures;  the conformity criteria. Other European Standards for specific products e.g. precast products or for processes within the field of the scope of this European Standard may require or permit deviations from this European Standard. The limitations described in the scope of
EN 206-1:2000 apply to SCC conforming to this European Standard. This European Standard does not cover health and safety requirements for the protection of workers during production and delivery of concrete. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 206-1:2000, Concrete - Part 1: Specification, performance, production and conformity FprEN 12350-8, Testing fresh concrete - Part 8: Self-compacting concrete – Slump-flow test FprEN 12350-9, Testing fresh concrete - Part 9: Self-compacting concrete – V-funnel test FprEN 12350-10, Testing fresh concrete - Part 10: Self-compacting concrete – L box test FprEN 12350-11, Testing fresh concrete - Part 11: Self-compacting concrete – Sieve segregation test FprEN 12350-12, Testing fresh concrete - Part 12: Self-compacting concrete – J-ring test SIST EN 206-9:2010



EN 206-9:2010 (E) 7 3 Terms, definitions, symbols and abbreviations 3.1 Terms and definitions For the purposes of this document, the terms and definitions given in EN 206-1:2000 and the following apply. 3.1.47 self-compacting concrete (SCC) concrete that is able to flow and compact under its own weight, fill the formwork with its reinforcement, ducts, boxouts etc., whilst maintaining homogeneity 3.1.48 flowability the ease of flow of fresh SCC when unconfined by formwork and/or reinforcement
3.1.49 segregation resistance the ability of fresh SCC to remain homogeneous in composition while in its fresh state
3.1.50 slump-flow the mean diameter of the spread of fresh SCC from a conventional slump cone 3.1.51 viscosity the resistance to flow of fresh SCC once flow has started 3.1.52
passing ability the ability of fresh SCC to flow through tight openings such as spaces between steel reinforcing bars without segregation or blocking 3.2 Symbols and abbreviations For the purposes of this document, the symbols and abbreviations given in EN 206-1:2000 and the following apply. SCC Self-compacting concrete SF
Slump-flow class VS
Viscosity class for the t500 test VF
Viscosity class for the V-funnel test t500
Time in seconds to flow to a diameter of 500 mm in a slump-flow test PL
Passing ability class for the L-box-test PJ
Passing ability class for the J-ring-test SR
Segregation resistance class SIST EN 206-9:2010



EN 206-9:2010 (E) 8 4 Classification 4.1 Exposure classes related to environmental actions EN 206-1:2000, 4.1 applies 4.2 Fresh concrete 4.2.1 Consistence classes The following consistence classes apply to SCC: Table 1 — Slump-flow classes Class Slump-flow in mm a, b (Limit values for individual batches) SF1 SF2 SF
...