EN 10025-6:2004+A1:2009

Hot rolled products of structural steels - Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition

Part 6 of this document, in addition to part 1, specifies requirements for flat products of high yield strength alloy special steels. The grades and qualities are given in Tables 2 to 4 (chemical composition) and Tables 5 to 7 (mechanical properties) and are supplied in the quenched and tempered condition as given in 6.3.
The steels specified in this document are applicable to hot-rolled flat products with a minimum nominal thickness of 3 mm and a maximum nominal thickness <= 150 mm for grades S460, S500, S550, S620 and S690, a maximum nominal thickness <= 100 mm for grade S890 and a maximum nominal thickness <= 50 mm for grade S960, in steels which, after quenching and tempering, have a specified minimum yield strength of 460 MPa ) to 960 MPa1).

Warmgewalzte Erzeugnisse aus Baustählen - Teil 6: Technische Lieferbedingungen für Flacherzeugnisse aus Stählen mit höherer Streckgrenze im vergüteten Zustand

Teil 6 dieses Dokumentes legt — zusätzlich zu Teil 1 — die Anforderungen fest für Flacherzeugnisse aus
legierten Edelstählen mit höherer Streckgrenze. Die Sorten und Gütegruppen sind in den Tabellen 2 bis 4
(chemische Zusammensetzung) sowie 5 bis 7 (mechanische Eigenschaften) aufgeführt und sie werden im
vergüteten Zustand nach 6.3 geliefert.
Die Stähle nach diesem Dokument werden für warmgewalzte Flacherzeugnisse mit Nenndicken von 3 mm bis
150 mm bei den Sorten S460, S500, S550, S620 und S690, maximal 100 mm bei der Sorte S890 und
maximal 50 mm bei der Sorte S960 verwendet und weisen im vergüteten Zustand Mindestwerte der
Streckgrenze im Bereich von 460 MPa1) bis 960 MPa1) auf.

Produits laminés à chaud en aciers de construction - Partie 6: Conditions techniques de livraison pour produits plats en aciers à haute limite d'élasticité à l'état trempé et revenu

La présente partie 6 de l’EN 10025 spécifie, avec la partie 1, les exigences pour les produits plats en aciers alliés
spéciaux à haute limite d’élasticité. Les nuances et qualités sont données dans les Tableaux 2 à 4 (composition
chimique) et 5 à 7 (caractéristiques mécaniques) et sont livrés à l’état trempé et revenu spécifié en 6.3.
Les aciers spécifiés dans le présent document sont applicables aux produits plats laminés à chaud d’épaisseur
nominale minimale de 3 mm et d’épaisseur nominale maximale ≤ 150 mm pour les nuances S460, S500, S550,
S620 et S690, d’épaisseur nominale maximale ≤ 100 mm pour la nuance S890, et d’épaisseur nominale
maximale ≤ 50 mm pour la nuance S960, en acier ayant, après trempe et revenu, une limite d’élasticité minimale
spécifiée de 460 MPa 1) à 960 MPa 1).

Vroče valjani izdelki iz konstrukcijskih jekel - 6. del: Tehnični dobavni pogoji za ploščate izdelke iz konstrukcijskih jekel z veliko plastično trdnostjo v kaljenem in popuščenem stanju

General Information

• Status: Withdrawn
• Publication Date: 12-May-2009
• Withdrawal Date: 13-Aug-2019
• ICS: 77.140.10 - Heat-treatable steels
• ICS: 77.140.50 - Flat steel products and semi-products
• Technical Committee: ECISS/TC 103 - Structural steels other than reinforcements
• Drafting Committee: ECISS/TC 103 - Structural steels other than reinforcements
• Current Stage: 9960 - Withdrawal effective - Withdrawal
• Completion Date: 14-Aug-2019
• Directive: 305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
• Directive: 89/106/EEC - Construction products
• Mandate: M/120 - Mandate to CEN/CENELEC concerning the execution of standardization work for harmonized standards on structural metallic products and ancillaries
• Ref Project: SIST EN 10025-6:2005+A1:2009 - Hot rolled products of structural steels - Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition

Relations

• Merged From: EN 10025-6:2004 - Hot rolled products of structural steels - Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition
• Effective Date: 18-Jan-2023
• Replaced By: EN 10025-6:2019 - Hot rolled products of structural steels - Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition
• Effective Date: 21-Aug-2019

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Warmgewalzte Erzeugnisse aus Baustählen - Teil 6: Technische Lieferbedingungen für Flacherzeugnisse aus Stählen mit höherer Streckgrenze im vergüteten ZustandProduits laminés à chaud en aciers de construction - Partie 6: Conditions techniques de livraison pour produits plats des aciers à haute limite d'élasticité à l'état trempé et revenuHot rolled products of structural steels - Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition77.140.50SROL]GHONLFlat steel products and semi-products77.140.10Jekla za toplotno obdelavoHeat-treatable steelsICS:Ta slovenski standard je istoveten z:EN 10025-6:2004+A1:2009SIST EN 10025-6:2005+A1:2009en,fr,de01-julij-2009SIST EN 10025-6:2005+A1:2009SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 10025-6:2004+A1
May 2009 ICS 77.140.10; 77.140.50 Supersedes EN 10025-6:2004English Version
Hot rolled products of structural steels - Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition
Produits laminés à chaud en aciers de construction - Partie 6: Conditions techniques de livraison pour produits plats enaciers à haute limite d'élasticité à l'état trempé et revenu
Warmgewalzte Erzeugnisse aus Baustählen - Teil 6: Technische Lieferbedingungen für Flacherzeugnisse aus Stählen mit höherer Streckgrenze im vergüteten Zustand This European Standard was approved by CEN on 1 April 2004 and includes Amendment 1 approved by CEN on 17 April 2009.
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, 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 © 2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 10025-6:2004+A1:2009: ESIST EN 10025-6:2005+A1:2009

List of corresponding former designations . 21Annex B (informative)
List of national standards which correspond with ECSC IC 2 referenced . 22Annex C (informative)
Minimum recommended inside bend radii for flanging . 23Bibliography . 24 SIST EN 10025-6:2005+A1:2009
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