1、BS EN1090-1:2009ICS 91.080.10NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISH STANDARDExecution of steelstructures andaluminium structuresPart 1: Requirements for conformityassessment of structural components+A1:2011National forewordThis British Standard is the UK implem
2、entation of EN 1090-1:2009+A1:2011. It supersedes BS EN 1090-1:2009, which is withdrawn.The start and finish of text introduced or altered by amendment is indicated in the text by tags. Tags indicating changes to CEN text carry the number of the CEN amendment. For example, text altered by CEN amendm
3、ent A1 is indicated by !“.The UK participation in its preparation was entrusted to Technical Committee CB/203, Design and execution of steel structures.A list of organizations represented on this committee can be obtained on request to its secretary.This publication does not purport to include all t
4、he necessary provisions of a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations.BS EN 1090-1:2009+A1:2011This British Standardwas published under theauthority of the StandardsPolicy and StrategyCommittee on 31
5、August2009 The British Standards Institute 2012Amendments/corrigenda issued since publicationDate Comments 30 June 2011 Implementation of CEN corrigendum November 2010:Clause ZA.1 modified31 January 2012 Implementation of CEN amendment A1:2011ISBN 978 0 580 77419 8EUROPEAN STANDARD NORME EUROPENNE E
6、UROPISCHE 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 components Excution des structures en acier et des structures en aluminium - Par
7、tie 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 by CEN on 15 June 2008 and includes Corrigendum 1 issued by CEN on 17 November
8、 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 standard without any alteration. Up-to-date lists and bibliographical reference
9、s 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 mem
10、ber 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
11、, 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 DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Ma
12、rnix 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 4Introduction .51 Scope 62 Normative references 63 Terms, definitions and abbre
13、viations 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 Tolerances on dimensions and shape 94.3 Weldability 94.4 Fracture toughness
14、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 substances 114.8 Impact resistance 114.9 Durability . 115 Evaluation methods
15、 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 Manufacturing characteristics . 145.7 Resistance to fire 145.8 Reaction to fire 1
16、45.9 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 . 166.2.4 Use of structural calculations for conformity assessment 166.2.5 Initial
17、 type calculation 166.2.6 Sampling, evaluation and conformity criteria 166.2.7 Declaration of performance characteristics 16BS EN 1090-1:2009+A1:20113 6.2.8 Recording of results from evaluations 176.2.9 Corrective actions . 176.3 Factory production control. 196.3.1 General . 196.3.2 Personnel . 196.
18、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 Marking . 22Annex A (informative) Guidelines for preparation of the compo
19、nent 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 . 25B.2 Initial inspection 25B.3 Continuous surveillance . 26B.4 Frequenc
20、y 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 Addressing the provisions of EU Construction Products Directive (CPD) 29ZA.1 Sc
21、ope 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 Declaration of conformity . 32ZA.3 CE marking and labelling 33ZA.3.1 General . 33
22、ZA.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 39ZA.3.5 Declaration of the strength value(s) of the component from purchase
23、rs order 41Bibliography 43BS EN 1090-1:2009+A1:2011 EN 1090-1:2009+A1:2011 (E)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 and aluminium structures”, the secretariat of which is held by SN. This E
24、uropean 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 May 2012. This document includes Corrigendum 11issued by CEN on 2010-11-1
25、7 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 possibility that some of the elements of this document may be the subject of pate
26、nt 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 Association, and supports essential requirements of EU Directive(s). For rela
27、tionship 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 implement this European Standard: Austria, Belgium, Bulgaria, Croatia,
28、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. 1This corrigendum has been superseded
29、 by the changes of EN 1090-1:2009/FprA1:2011. BS EN 1090-1:2009+A1:20115 Introduction This harmonised European Standard is a part of a group of European standards dealing with design and manufacturing of load bearing components and structures made of steel or aluminium. This harmonised European Stan
30、dard 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 fit for their particular use and function. The structural characteri
31、stics 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 design requirements and from EN 1090-2 (steel) and EN 1090-3 (alumi
32、nium) 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 be available. This harmonised European Standard has been prepared t
33、o satisfy Mandate M 120 Structural metallic products and ancillaries (2/4) issued by the European Commission. BS EN 1090-1:2009+A1:2011 EN 1090-1:2009+A1:2011 (E)EN 1090-1:2009+A1:2011 (E) 6 1 Scope This European Standard specifies requirements for conformity assessment of performance characteristic
34、s 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 characteristics. This European Standard covers also the conformity assess
35、ment 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-series structural components including kits. The components can be
36、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, forgings made of steel and aluminium materials, unprotected or protect
37、ed 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 not cover conformity assessment of components for suspended ceilin
38、gs, 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 EN or as Clauses within an EN. An example is given in EN 13084-7
39、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 are indispensable for the application of this document. For dated
40、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 requirements for steel structures EN 1090-3 Execution of steel stru
41、ctures 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 steel structures EN 1994 (all parts) Eurocode 4: Design of composit
42、e 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 method BS EN 1090-1:2009+A1:20117 EN 10164 Steel products with i
43、mproved 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 tests EN 13501-2 Fire classification of construction products
44、 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 Met
45、hods of measurement of buildings and building products Part 1: Methods and instruments ISO 7976-2 Tolerances for building Methods of measurement of buildings and building products Part 2: Position of measuring points ISO 17123-1 Optics and optical instruments Field procedures for testing geodetic an
46、d surveying instruments Part 1: Theory 3 Terms, definitions and abbreviations 3.1 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1.1 component specification document or documents giving all necessary information and technical requirements for ma
47、nufacturing the structural component 3.1.2 constituent products materials or products used in manufacturing with properties which enter into structural calculations or otherwise relate to the mechanical resistance and stability of works and parts thereof, and/or their fire resistance, including aspe
48、cts of durability and serviceability 3.1.3 design brief documents containing all information necessary to perform a structural design of the component, considering its intended use 3.1.4 European technical specifications European Standards and European Technical Approvals for construction products 3.1.5 evaluation method means to check that the performance characteristics of the component comply with the values to be declared and any other required values which are used for evaluation of conf
