1、February 2012 Translation by DIN-Sprachendienst.English price group 18No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).I
2、CS 91.080.10!$ys1“1868014www.din.deDDIN EN 1090-1Execution of steel structures and aluminium structures Part 1: Requirements for conformity assessment of structuralcomponents (includes Amendment A1:2011)English translation of DIN EN 1090-1:2012-02Ausfhrung von Stahltragwerken und Aluminiumtragwerken
3、 Teil 1: Konformittsnachweisverfahren fr tragende Bauteile (enthlt nderung A1:2011)Englische bersetzung von DIN EN 1090-1:2012-02Excution des structures en acier et des structures en aluminium Partie 1: Exigences pour lvaluation de la conformit des lments structuraux(Amendement A1:2011 inclus)Traduc
4、tion anglaise de DIN EN 1090-1:2012-02SupersedesDIN EN 1090-1:2010-07www.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be considered authoritative.4501.12 DIN EN 1090-1:2012-02 2 A comma is used as the decimal marker. Start of application The start of applicati
5、on of this standard is due to be 1 February 2012. It should be noted that, in Germany, CE conformity marking of construction products will be permitted once this standard has been listed in the Bundesanzeiger (German Federal Gazette) and from the date given therein. National foreword This standard h
6、as been prepared by Technical Committee CEN/TC 135 “Execution of steel structures and aluminium structures” (Secretariat: SN, Norway). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 0
7、05-08-14 AA Stahlbauten; Herstellung (Sp CEN/TC 135). Fire resistance classes of construction products and the relevant assessment criteria are given in the decision of the European Commission of 3 May 2000 and implemented in Directive 89/106/EEC. Amendments This standard differs from DIN EN 1090-1:
8、2010-07 as follows: a) Subclause 4.5.5 “Deformation at serviceability limit state” has been included; b) Annex ZA, ZA.1 “Scope and relevant characteristics” has been editorially revised; c) in the German version, the abbreviation “KLF” has been replaced by “NPD” (no performance determined). Previous
9、 editions DIN EN 1090-1: 2009-10, 2010-07 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1090-1:2009+A1 November 2011 ICS 91.080.10 Supersedes EN 1090-1:2009English Version Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural com
10、ponents Excution des structures en acier et des structures en aluminium - Partie 1: Exigences pour lvaluation de la conformit des lments structuraux Ausfhrung von Stahltragwerken und Aluminiumtragwerken - Teil 1: Konformittsnachweisverfahren fr tragende Bauteile This European Standard was approved b
11、y CEN on 15 June 2008 and includes Corrigendum 1 issued by CEN on 17 November 2010 and Amendment 1 approved by CEN on 3 October 2011. 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 st
12、andard 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
13、 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 R
14、epublic, 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 COMIT EUROPEN
15、 DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2011 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1090-1:2009+A1:2011: EEN 1090-1:2009+A1:2011 (E) 2 Contents Page Foreword 4I
16、ntroduction .51 Scope 62 Normative references 63 Terms, definitions and abbreviations 73.1 Terms and definitions .73.2 Abbreviations .84 Requirements .94.1 Constituent products 94.1.1 General 94.1.2 Constituent products for steel components .94.1.3 Constituent products for aluminium components .94.2
17、 Tolerances on dimensions and shape 94.3 Weldability 94.4 Fracture toughness 104.5 Structural characteristics 104.5.1 General . 104.5.2 Load bearing capacity 104.5.3 Fatigue strength 104.5.4 Resistance to fire 104.5.5 Deformation at serviceability limit state . 114.6 Reaction to fire 114.7 Dangerous
18、 substances 114.8 Impact resistance 114.9 Durability . 115 Evaluation methods 125.1 General . 125.2 Constituent products . 125.3 Tolerances on dimensions and shape . 125.4 Weldability . 125.5 Fracture toughness 125.6 Structural characteristics 135.6.1 General . 135.6.2 Structural design 135.6.3 Manu
19、facturing characteristics . 145.7 Resistance to fire 145.8 Reaction to fire 145.9 Dangerous substances 145.10 Impact resistance 145.11 Durability . 146 Evaluation of conformity 156.1 General . 156.2 Initial type testing . 156.2.1 General . 156.2.2 Characteristics 166.2.3 Use of historical data . 166
20、.2.4 Use of structural calculations for conformity assessment 166.2.5 Initial type calculation 166.2.6 Sampling, evaluation and conformity criteria 166.2.7 Declaration of performance characteristics 16DIN EN 1090-1:2012-02 3 6.2.8 Recording of results from evaluations 176.2.9 Corrective actions . 17
21、6.3 Factory production control. 196.3.1 General . 196.3.2 Personnel . 196.3.3 Equipment 196.3.4 Structural design process 196.3.5 Constituent products used in manufacture 206.3.6 Component specification 206.3.7 Product evaluation 206.3.8 Non-conforming products 207 Classification and designation 218
22、 Marking . 22Annex A (informative) Guidelines for preparation of the component specification 23A.1 General . 23A.2 Purchaser provided component specification (PPCS) 23A.3 Manufacturer provided component specification (MPCS) 23Annex B (normative) Assessment of factory production control 25B.1 General
23、 . 25B.2 Initial inspection 25B.3 Continuous surveillance . 26B.4 Frequency of inspection . 27B.4.1 General . 27B.4.2 Surveillance intervals 27B.4.3 Declaration by manufacturer 28B.4.4 Action in case of non-compliance . 28B.5 Reports . 28Annex ZA (informative) Clauses of this European Standard Addre
24、ssing the provisions of EU Construction Products Directive (CPD) 29ZA.1 Scope and relevant characteristics . 29ZA.2 Procedures for the attestation of conformity of structural steel and aluminium components . 31ZA.2.1 System of attestation of conformity 31ZA.2.2 Assignment of tasks . 31ZA.2.3 Declara
25、tion of conformity . 32ZA.3 CE marking and labelling 33ZA.3.1 General . 33ZA.3.2 Declaration of product properties by material properties and geometrical data . 33ZA.3.3 Declaration of the strength value(s) of the component . 37ZA.3.4 Declaration of compliance with a given component specification 39
26、ZA.3.5 Declaration of the strength value(s) of the component from purchasers order 41Bibliography 43EN 1090-1:2009+A1:2011 (E) DIN EN 1090-1:2012-02 EN 1090-1:2009+A1:2011 (E) 4 Foreword This document (EN 1090-1:2009+A1:2011) has been prepared by Technical Committee CEN/TC 135 “Execution of steel an
27、d aluminium structures”, the secretariat of which is held by SN. 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 May 2012, and conflicting national standards shall be withdrawn at the latest by Ma
28、y 2012. This document includes Corrigendum 11issued by CEN on 2010-11-17 and Amendment 1, approved by CEN on 2011-10-03. This document supersedes EN 1090-1:2009. The start and finish of text introduced or altered by amendment is indicated in the text by tags ! “. Attention is drawn to the possibilit
29、y 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. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Associ
30、ation, and supports essential requirements of EU Directive(s). For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to
31、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
32、, Switzerland and United Kingdom. 1This corrigendum has been superseded by the changes of EN 1090-1:2009/FprA1:2011. DIN EN 1090-1:2012-02 5 Introduction This harmonised European Standard is a part of a group of European standards dealing with design and manufacturing of load bearing components and
33、structures made of steel or aluminium. This harmonised European Standard deals with provisions for conformity assessment of components which imply conformity to performance characteristics declared by the manufacturer of the components. The components have structural characteristics which make them
34、fit for their particular use and function. The structural characteristics are governed by the design and the manufacture of the components. This harmonised European Standard does not contain rules for structural design and manufacture. Such rules are called up from the relevant parts of Eurocode for
35、 design requirements and from EN 1090-2 (steel) and EN 1090-3 (aluminium) for execution requirements. To use this harmonised European Standard for assessment and declaration of conformity of structural steel or aluminium components all relevant design and execution standards within the group need to
36、 be available. This harmonised European Standard has been prepared to satisfy Mandate M 120 Structural metallic products and ancillaries (2/4) issued by the European Commission. EN 1090-1:2009+A1:2011 (E) DIN EN 1090-1:2012-02 EN 1090-1:2009+A1:2011 (E) 6 1 Scope This European Standard specifies req
37、uirements for conformity assessment of performance characteristics for structural steel and aluminium components as well as for kits placed on the market as construction products. The conformity assessment covers the manufacturing characteristics, and where appropriate the structural design characte
38、ristics. This European Standard covers also the conformity assessment of steel components used in composite steel and concrete structures. The components can be used directly or in construction works or as structural components in the form of kits. This European Standard applies to series and non-se
39、ries structural components including kits. The components can be made of hot rolled or cold formed constituent products or constituent products produced with other technologies. They may be produced of sections/profiles with various shapes, flat products (plates, sheet, strip), bars, castings, forgi
40、ngs made of steel and aluminium materials, unprotected or protected against corrosion by coating or other surface treatment, e.g. anodising of aluminium. This European Standard covers structural cold formed members and sheeting as defined in EN 1993-1-3 and EN 1999-1-4. This European Standard does n
41、ot cover conformity assessment of components for suspended ceilings, rails or sleepers for use in railway systems. NOTE For certain steel and aluminium components, particular specifications for performance and other requirements have been developed. The particular specifications may be issued as an
42、EN or as Clauses within an EN. An example is given in EN 13084-7 for single wall steel chimneys and steel liners. Such particular specifications will take precedence in case of non-compliance with the requirements of this European Standard. 2 Normative references The following referenced documents a
43、re 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 1090-2 Execution of steel structures and aluminium structures Part 2: Technical re
44、quirements for steel structures EN 1090-3 Execution of steel structures and aluminium structures Part 3: Technical requirements for aluminium structuresEN 1990:2002 Eurocode: Basis of structural design EN 1991 (all parts) Eurocode 1: Actions on structures EN 1993 (all parts) Eurocode 3: Design of st
45、eel structures EN 1994 (all parts) Eurocode 4: Design of composite steel and concrete structures EN 1998 (all parts) Eurocode 8: Design of structures for earthquake resistance EN 1999 (all parts) Eurocode 9: Design of aluminium structures EN 10045-1 Metallic materials Charpy impact test Part 1: Test
46、 method DIN EN 1090-1:2012-02 7 EN 10164 Steel products with improved deformation properties perpendicular to the surface of the product Technical delivery conditions EN 13501-1 Fire classification of construction products and building elements Part 1: Classification using data from reaction to fire
47、 tests EN 13501-2 Fire classification of construction products and building elements Part 2: Classification using data from fire resistance tests, excluding ventilation services EN ISO 9001 Quality management systems Requirements (ISO 9001:2000) EN ISO 14731 Welding coordination Tasks and responsibilities (ISO 14731:2006) ISO 7976-1 Tolerances for building Methods of measurement of buildings and building products Part 1: Methods and instruments ISO 7976-2 Tolerance
