EN 10219-3:2020
(Main)Cold formed welded steel structural hollow sections - Part 3: Technical delivery conditions for high strength and weather resistant steels
Cold formed welded steel structural hollow sections - Part 3: Technical delivery conditions for high strength and weather resistant steels
This document specifies the technical delivery conditions for high strength and weather resistant electric welded and submerged arc welded cold formed steel structural hollow sections of circular, square, rectangular or elliptical forms and formed cold without subsequent heat treatment other than the heat treatment of the weld line.
NOTE 1 The requirements for tolerances, dimensions and sectional properties can be found in EN 10219 2.
NOTE 2 The attention of users is drawn to the fact that whilst cold formed grades in this document can have equivalent mechanical properties to hot-finished grades in EN 10210 3, the sectional properties of square and rectangular hollow sections in EN 10219 2 and EN 10210 2 are not equivalent.
NOTE 3 A range of steel grades is specified in this document and the user can select the grade most appropriate to the intended use and service conditions. The grades and mechanical properties, but not the final supply condition of cold formed hollow sections are generally comparable with those in EN 10025 3, EN 10025 4, EN 10025 5, EN 10025 6, EN 10149 2 and EN 10149 3.
Kaltgeformte geschweißte Hohlprofile für den Stahlbau - Teil 3: Technische Lieferbedingungen für höher- und wetterfeste Stähle
Dieses Dokument legt die technischen Lieferbedingungen für kaltgeformte elektrisch und unterpulvergeschweißte Hohlprofile aus höher- und wetterfesten Stählen mit kreisförmiger, quadratischer, rechteckiger oder elliptischer Form fest ohne nachfolgende Wärmebehandlung mit Ausnahme der Wärmebehandlung der Schweißnaht.
ANMERKUNG 1 Die Anforderungen an die Grenzabmaße, Maße und statischen Werte sind in EN 10219-2 festgelegt.
ANMERKUNG 2 Der Anwender wird darauf aufmerksam gemacht, dass die kaltgeformten Hohlprofile nach EN 10219-3 zwar vergleichbare mechanische Eigenschaften zu den warmgefertigten Hohlprofilen nach EN 10210-3 aufweisen können, dass aber die Maße und statischen Werte von quadratischen und rechteckigen Hohlprofilen nach EN 10210-2 und EN 10219-2 nicht vergleichbar sind.
ANMERKUNG 3 Eine Anzahl von Stahlsorten ist in dieser Norm festgelegt und der Anwender kann die geeignetste Sorte für die beabsichtigte Verwendung aussuchen. Die Sorten und die mechanischen Eigenschaften, aber nicht der Auslieferungszustand der kaltgeformten Hohlprofile sind im Allgemeinen vergleichbar mit den Sorten die in EN 10025 3, EN 10025-4, EN 10025-5, EN 10025-6, EN 10149-2 und EN 10149-3 aufgeführt sind.
Profils creux de construction en acier, soudés et formés à froid - Partie 3 : Conditions techniques de livraison des aciers à haute limite élastique et des aciers à résistance améliorée à la corrosion atmosphérique
Le présent document spécifie les conditions techniques de livraison pour les profils creux de construction formés à froid en aciers à haute limite élastique et en aciers à résistance améliorée à la corrosion atmosphérique, soudés électriquement et soudés à l’arc immergé de forme circulaire, carrée, rectangulaire ou elliptique et formés à froid sans traitement thermique ultérieur autre que le traitement thermique de la ligne de soudure.
NOTE 1 Les exigences pour les tolérances, dimensions et caractéristiques de section peuvent être trouvées dans l’EN 10219-2.
NOTE 2 L’attention des utilisateurs est attirée sur le fait que, même si les nuances formées à froid du
présent document peuvent avoir des caractéristiques mécaniques équivalentes aux nuances finies à chaud de l’EN 10210-3, les caractéristiques de section des profils creux carrés et rectangulaires de l’EN 10219-2 et de l’EN 10210-2 ne sont pas équivalentes.
NOTE 3 Une gamme de nuances d’acier est spécifiée dans le présent document, et l’utilisateur peut sélectionner la nuance la plus appropriée à l’utilisation et aux conditions de service prévues. Les nuances et caractéristiques mécaniques, mais pas l’état de livraison final des profils creux formés à froid, sont généralement comparables à celles de l’EN 10025-3, l’EN 10025-4, l’EN 10025-5, l’EN 10025-6, l’EN 10149-2 et l’EN 10149-3.
Hladno oblikovani varjeni votli konstrukcijski profili iz jekla - 3. del: Tehnični dobavni pogoji za jekla z visoko trdnostjo in vodoodporna
General Information
Standards Content (Sample)
SLOVENSKI STANDARD
01-november-2020
Hladno oblikovani varjeni votli konstrukcijski profili iz jekla - 3. del: Tehnični
dobavni pogoji za jekla z visoko trdnostjo in vodoodporna
Cold formed welded steel structural hollow sections - Part 3: Technical delivery
conditions for high strength and weather resistant steels
Kaltgeformte geschweißte Hohlprofile für den Stahlbau - Teil 3: Technische
Lieferbedingungen für Anwendungen im Maschinenbau
Profils creux de construction en acier, soudés et formés à froid - Partie 3 : Conditions
techniques de livraison pour des applications de construction mécanique
Ta slovenski standard je istoveten z: EN 10219-3:2020
ICS:
77.140.45 Nelegirana jekla Non-alloyed steels
77.140.70 Jekleni profili Steel profiles
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
EN 10219-3
EUROPEAN STANDARD
NORME EUROPÉENNE
September 2020
EUROPÄISCHE NORM
ICS 77.140.75
English Version
Cold formed welded steel structural hollow sections - Part
3: Technical delivery conditions for high strength and
weather resistant steels
Profils creux de construction en acier, soudés et formés Kaltgeformte geschweißte Hohlprofile für den Stahlbau
à froid - Partie 3 : Conditions techniques de livraison - Teil 3: Technische Lieferbedingungen für höher- und
des aciers à haute limite élastique et des aciers à wetterfeste Stähle
résistance améliorée à la corrosion atmosphérique
This European Standard was approved by CEN on 10 August 2020.
This European Standard was corrected and reissued by the CEN-CENELEC Management Centre on 23 September 2020.
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-CENELEC 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-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, Turkey and
United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATIO N
EUROPÄISCHES KOMITEE FÜR NORMUN G
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2020 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 10219-3:2020 E
worldwide for CEN national Members.
Contents Page
European foreword . 4
1 Scope . 5
2 Normative references . 5
3 Terms, definitions and symbols . 7
3.1 Terms and definitions . 7
3.2 Symbols . 8
4 Classification and designation . 8
4.1 Classification . 8
4.2 Designation. 8
5 Information to be obtained by the manufacturer . 10
5.1 Mandatory information . 10
5.2 Options . 10
5.3 Example of an order . 11
6 Manufacturing process . 11
6.1 General . 11
6.2 Steel manufacturing process . 11
6.3 Grain structure . 11
6.4 Condition of feedstock material . 11
6.5 Structural hollow section manufacturing process . 11
6.6 Delivery condition . 12
7 Requirements . 12
7.1 Chemical composition . 12
7.2 Mechanical properties . 15
7.3 Technological properties . 16
7.4 Product supply condition . 17
7.5 Non-destructive testing. 17
7.6 Tolerances and mass . 17
8 Inspection . 18
8.1 Types of inspection . 18
8.2 Types and contents of inspection documents . 18
8.3 Summary of inspection . 19
9 Frequency of testing and preparation of samples and test pieces . 20
9.1 Frequency of tests . 20
9.2 Selection and preparation of samples for product analysis . 21
9.3 Location and orientation of samples for mechanical tests . 21
9.4 Preparation of test pieces for mechanical tests . 22
10 Test methods . 22
10.1 Chemical analysis . 22
10.2 Mechanical tests . 22
10.3 Visual inspection and dimensional check . 23
10.4 Non-destructive testing. 23
10.5 Retests, sorting and reprocessing . 24
11 Marking . 24
Annex A (informative) Structural hollow sections of non-alloy quality steels - Chemical
composition and mechanical properties . 26
Annex B (normative) Structural hollow sections of normalized/normalized rolled steels -
Chemical composition and mechanical properties . 27
Annex C (normative) Structural hollow sections of thermomechanical formed steels -
Chemical composition and mechanical properties . 29
Annex D (normative) Structural hollow sections of quenched and tempered steels —
Chemical composition and mechanical properties . 34
Annex E (normative) Structural hollow sections of steels with improved atmospheric
corrosion resistance — Chemical composition and mechanical properties . 39
Annex F (normative) Location of samples and test pieces . 41
Bibliography . 43
European foreword
This document (EN 10219-3:2020) has been prepared by Technical Committee CEN/TC 459/SC 3
“Structural steels other than reinforcements”, 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 March 2021, and conflicting national standards shall
be withdrawn at the latest by March 2021.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
EN 10219 consists of the following parts:
— EN 10219-1, Cold formed welded steel structural hollow sections - Part 1: Technical delivery
conditions
— EN 10219-2, Cold formed welded steel structural hollow sections - Part 2: Tolerances, dimensions
and sectional properties
— EN 10219-3, Cold formed welded steel structural hollow sections - Part 3: Technical delivery
conditions for high strength and weather resistant steels.
It forms part of a series of standards on hollow sections together with EN 10210-1 to EN 10210-3.
According to the CEN-CENELEC Internal Regulations, the national standards organisations 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, Republic of
North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the
United Kingdom.
1 Scope
This document specifies the technical delivery conditions for high strength and weather resistant
electric welded and submerged arc welded cold formed steel structural hollow sections of circular,
square, rectangular or elliptical forms and formed cold without subsequent heat treatment other than
the heat treatment of the weld line.
NOTE 1 The requirements for tolerances, dimensions and sectional properties can be found in EN 10219-2.
NOTE 2 The attention of users is drawn to the fact that whilst cold formed grades in this document can have
equivalent mechanical properties to hot-finished grades in EN 10210-3, the sectional properties of square and
rectangular hollow sections in EN 10219-2 and EN 10210-2 are not equivalent.
NOTE 3 A range of steel grades is specified in this document and the user can select the grade most appropriate
to the intended use and service conditions. The grades and mechanical properties, but not the final supply
condition of cold formed hollow sections are generally comparable with those in EN 10025-3, EN 10025-4,
EN 10025-5, EN 10025-6, EN 10149-2 and EN 10149-3.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements 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 1011-1, Welding - Recommendations for weld
...
SLOVENSKI STANDARD
01-november-2020
Hladno oblikovani varjeni votli konstrukcijski profili iz jekla - 3. del: Tehnični
dobavni pogoji za jekla z visoko trdnostjo in vodoodporna
Cold formed welded steel structural hollow sections - Part 3: Technical delivery
conditions for high strength and weather resistant steels
Kaltgeformte geschweißte Hohlprofile für den Stahlbau - Teil 3: Technische
Lieferbedingungen für Anwendungen im Maschinenbau
Profils creux de construction en acier, soudés et formés à froid - Partie 3 : Conditions
techniques de livraison pour des applications de construction mécanique
Ta slovenski standard je istoveten z: EN 10219-3:2020
ICS:
77.140.45 Nelegirana jekla Non-alloyed steels
77.140.70 Jekleni profili Steel profiles
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
EN 10219-3
EUROPEAN STANDARD
NORME EUROPÉENNE
September 2020
EUROPÄISCHE NORM
ICS 77.140.75
English Version
Cold formed welded steel structural hollow sections - Part
3: Technical delivery conditions for high strength and
weather resistant steels
Profils creux de construction en acier, soudés et formés Kaltgeformte geschweißte Hohlprofile für den Stahlbau
à froid - Partie 3 : Conditions techniques de livraison - Teil 3: Technische Lieferbedingungen für höher- und
des aciers à haute limite élastique et des aciers à wetterfeste Stähle
résistance améliorée à la corrosion atmosphérique
This European Standard was approved by CEN on 10 August 2020.
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-CENELEC 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-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, Turkey and
United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2020 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 10219-3:2020 E
worldwide for CEN national Members.
Contents Page
European foreword . 4
1 Scope . 5
2 Normative references . 5
3 Terms, definitions and symbols . 7
3.1 Terms and definitions . 7
3.2 Symbols . 8
4 Classification and designation . 8
4.1 Classification . 8
4.2 Designation. 8
5 Information to be obtained by the manufacturer . 10
5.1 Mandatory information . 10
5.2 Options . 10
5.3 Example of an order . 11
6 Manufacturing process . 11
6.1 General . 11
6.2 Steel manufacturing process . 11
6.3 Grain structure . 11
6.4 Condition of feedstock material . 11
6.5 Structural hollow section manufacturing process . 11
6.6 Delivery condition . 12
7 Requirements . 12
7.1 Chemical composition . 12
7.2 Mechanical properties . 15
7.3 Technological properties . 16
7.4 Product supply condition . 17
7.5 Non-destructive testing. 17
7.6 Tolerances and mass . 17
8 Inspection . 18
8.1 Types of inspection . 18
8.2 Types and contents of inspection documents . 18
8.3 Summary of inspection . 19
9 Frequency of testing and preparation of samples and test pieces . 20
9.1 Frequency of tests . 20
9.2 Selection and preparation of samples for product analysis . 21
9.3 Location and orientation of samples for mechanical tests . 21
9.4 Preparation of test pieces for mechanical tests . 22
10 Test methods . 22
10.1 Chemical analysis . 22
10.2 Mechanical tests . 22
10.3 Visual inspection and dimensional check . 23
10.4 Non-destructive testing. 23
10.5 Retests, sorting and reprocessing . 24
11 Marking . 24
Annex A (informative) Structural hollow sections of non-alloy quality steels - Chemical
composition and mechanical properties . 26
Annex B (normative) Structural hollow sections of normalized/normalized rolled steels -
Chemical composition and mechanical properties . 27
Annex C (normative) Structural hollow sections of thermomechanical formed steels -
Chemical composition and mechanical properties . 29
Annex D (normative) Structural hollow sections of quenched and tempered steels —
Chemical composition and mechanical properties . 34
Annex E (normative) Structural hollow sections of steels with improved atmospheric
corrosion resistance — Chemical composition and mechanical properties . 39
Annex F (normative) Location of samples and test pieces . 41
Bibliography . 43
European foreword
This document (EN 10219-3:2020) has been prepared by Technical Committee CEN/TC 459/SC 3
“Structural steels other than reinforcements”, 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 March 2021, and conflicting national standards shall
be withdrawn at the latest by March 2020.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
EN 10219 consists of the following parts:
— EN 10219-1, Cold formed welded steel structural hollow sections - Part 1: Technical delivery
conditions
— EN 10219-2, Cold formed welded steel structural hollow sections - Part 2: Tolerances, dimensions
and sectional properties
— EN 10219-3, Cold formed welded steel structural hollow sections - Part 3: Technical delivery
conditions for high strength and weather resistant steels.
It forms part of a series of standards on hollow sections together with EN 10210-1 to EN 10210-3.
According to the CEN-CENELEC Internal Regulations, the national standards organisations 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, Republic of
North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the
United Kingdom.
1 Scope
This document specifies the technical delivery conditions for high strength and weather resistant
electric welded and submerged arc welded cold formed steel structural hollow sections of circular,
square, rectangular or elliptical forms and formed cold without subsequent heat treatment other than
the heat treatment of the weld line.
NOTE 1 The requirements for tolerances, dimensions and sectional properties can be found in EN 10219-2.
NOTE 2 The attention of users is drawn to the fact that whilst cold formed grades in this document can have
equivalent mechanical properties to hot-finished grades in EN 10210-3, the sectional properties of square and
rectangular hollow sections in EN 10219-2 and EN 10210-2 are not equivalent.
NOTE 3 A range of steel grades is specified in this document and the user can select the grade most appropriate
to the intended use and service conditions. The grades and mechanical properties, but not the final supply
condition of cold formed hollow sections are generally comparable with those in EN 10025-3, EN 10025-4,
EN 10025-5, EN 10025-6, EN 10149-2 and EN 10149-3.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements 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 1011-1, Welding - Recommendations for welding of metallic materials - Part 1: General guidance for
arc welding
EN 1011-2, Welding - Recommendations for welding
...
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