EN 1090-3-2008 en Execution of steel structures and aluminium structures Part 3 Technical requirements for aluminium structures《钢结构和铝结构的施工 第3部分 铝结构的技术要求》.pdf

《EN 1090-3-2008 en Execution of steel structures and aluminium structures Part 3 Technical requirements for aluminium structures《钢结构和铝结构的施工 第3部分 铝结构的技术要求》.pdf》由会员分享，可在线阅读，更多相关《EN 1090-3-2008 en Execution of steel structures and aluminium structures Part 3 Technical requirements for aluminium structures《钢结构和铝结构的施工 第3部分 铝结构的技术要求》.pdf（116页珍藏版）》请在麦多课文档分享上搜索。

1、BS EN1090-3:2008ICS 77.150.10; 91.080.10NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISH STANDARDExecution of steelstructures andaluminium structuresPart 3: Technical requirements foraluminium structuresThis British Standardwas published under theauthority of the Standar

2、dsPolicy and StrategyCommittee on 31 August2008 BSI 2008ISBN 978 0 580 55320 2Amendments/corrigenda issued since publicationDate CommentsBS EN 1090-3:2008National forewordThis British Standard is the UK implementation of EN 1090-3:2008. Itsupersedes DD ENV 1090-3:2000 which is withdrawn.The UK parti

3、cipation in its preparation was entrusted to TechnicalCommittee B/525/9, Structural use of aluminium.A list of organizations represented on this committee can be obtained onrequest to its secretary.This publication does not purport to include all the necessary provisionsof a contract. Users are resp

4、onsible for its correct application.Compliance with a British Standard cannot confer immunityfrom legal obligations.BS EN 1090-3:2008EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1090-3 June 2008 ICS 77.150.10; 91.080.10 English Version Execution of steel structures and aluminium structures -

5、 Part 3: Technical requirements for aluminium structures Excution des structures en acier et des structures en aluminium - Partie 3 : Exigences techniques pour lexcution des structures en aluminium Ausfhrung von Stahltragwerken und Aluminiumtragwerken - Teil 3: Technische Regeln fr die Ausfhrung von

6、 Aluminiumtragwerken This European Standard was approved by CEN on 25 April 2008. 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

7、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 responsibi

8、lity 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

9、, 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: rue de St

10、assart, 36 B-1050 Brussels 2008 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1090-3:2008: EBS EN 1090-3:2008EN 1090-3:2008 (E) 2 Contents Foreword7 Introduction .8 1 Scope 9 2 Normative references 10 3 Terms and definitions .13

11、4 Specifications and documentation 15 4.1 Execution specification.15 4.1.1 General15 4.1.2 Execution classes15 4.1.3 Tolerance types15 4.1.4 Tolerance class for shell structures 15 4.1.5 Testing and acceptance criteria for welding.15 4.2 Constructors documentation.16 4.2.1 Quality documentation16 4.

12、2.2 Quality plan 16 4.2.3 Safety during erection.16 4.2.4 Execution documentation.16 5 Constituent products 17 5.1 General17 5.2 Identification, inspection documents and traceability.17 5.3 Parent material.17 5.4 Aluminium products19 5.5 Welding consumables.20 5.6 Mechanical fasteners 20 5.6.1 Bolts

13、, nuts and plain washers 20 5.6.2 Studs .22 5.6.3 Rivets 22 5.6.4 Self-drilling and self-tapping screws.22 5.6.5 Bearings22 5.7 Adhesive bonding22 6 Preparation .22 6.1 General22 6.2 Identification.23 6.3 Handling, storage and transportation23 6.4 Cutting 23 6.5 Forming.23 6.6 Holing for fasteners.2

14、4 6.7 Cut outs 25 6.8 Full contact bearing surfaces.25 6.9 Assemblies .25 6.10 Heat treatment25 6.11 Straightening25 7 Welding .26 7.1 General26 7.2 Welding plan.26 7.2.1 Requirement for a welding plan .26 7.2.2 Content of a welding plan .26 7.3 Welding process 27 7.4 Qualification of welding proced

15、ures and welding personnel .27 7.4.1 Qualification of welding procedures27 7.4.2 Validity of the welding procedure qualification27 BS EN 1090-3:2008EN 1090-3:2008 (E) 3 7.4.3 Qualification of welders and welding operators 28 7.4.4 Welding coordination personnel29 7.5 Preparation and execution of wel

16、ding.29 7.5.1 General29 7.5.2 Joint preparation .30 7.5.3 Weather protection30 7.5.4 Assembly for welding30 7.5.5 Temporary attachments30 7.5.6 Tack welds30 7.5.7 Preheating and interpass temperature31 7.5.8 Butt welds.31 7.5.9 Slot and plug welds.31 7.5.10 Other welds 31 7.6 Acceptance criteria31 7

17、.7 Post-weld heat treatment31 8 Mechanical fastening and adhesive bonding .32 8.1 Joint assembly for mechanical fastening .32 8.1.1 Preparation of contact surfaces.32 8.1.2 Fit-up.32 8.1.3 Preparations of contact surfaces in slip-resistant connections 33 8.2 Bolted connections .33 8.2.1 General33 8.

18、2.2 Bolts34 8.2.3 Fitted bolts .34 8.2.4 Countersunk bolts .34 8.2.5 Nuts.34 8.2.6 Washers35 8.3 Tightening of bolted connections35 8.3.1 Non-preloaded connections .35 8.3.2 Preloaded connections .35 8.4 Riveting.37 8.4.1 General37 8.4.2 Installation of rivets.37 8.5 Fastening of cold formed members

19、 and sheeting .37 8.6 Adhesive bonded connections 37 9 Erection.37 9.1 General37 9.2 Site conditions .37 9.3 Erection method statement 37 9.4 Supports .38 9.5 Execution on site .38 9.5.1 Site survey38 9.5.2 Marking .38 9.5.3 Handling and storage at site 38 9.5.4 Erection methods 38 9.5.5 Alignment a

20、nd grouting 39 9.6 Protection of surfaces, cleaning after erection 39 10 Surface treatment 39 10.1 General39 10.2 Protection of the structure and components39 10.3 Protection of contact surfaces and fasteners 40 10.3.1 General40 10.3.2 Contact surfaces aluminium-to-aluminium and aluminium-to-plastic

21、s.40 10.3.3 Contact surfaces of aluminium and steel or wood 40 10.3.4 Contact surfaces of aluminium and concrete, brickwork and plaster, etc40 10.3.5 Fasteners41 10.3.6 Bonded joints.41 10.4 Fire protection41 11 Geometrical tolerances.41 11.1 Types of tolerances.41 11.2 Essential tolerances42 BS EN

22、1090-3:2008EN 1090-3:2008 (E) 4 11.2.1 General42 11.2.2 Manufacturing tolerances .42 11.2.3 Erection tolerances42 11.3 Functional tolerances43 11.3.1 General43 11.3.2 Manufacturing tolerances .43 12 Inspection, testing and corrections.44 12.1 General44 12.2 Constituent products and components 44 12.

23、2.1 Constituent products 44 12.2.2 Components.44 12.3 Preparation .45 12.3.1 Forming.45 12.3.2 Geometrical dimensions of components 45 12.4 Welding .45 12.4.1 Inspection stages.45 12.4.2 Methods of inspection and personnel qualification.45 12.4.3 Extent of inspection.46 12.4.4 Acceptance criteria fo

24、r welds.48 12.4.5 Repair welds.50 12.4.6 Inspection of temporary attachment locations after removal.50 12.5 Mechanical fasteners 51 12.5.1 Inspection of connections with non-preloaded bolts 51 12.5.2 Inspection of connections with preloaded bolts 51 12.5.3 Inspection of riveted connections .51 12.6

25、Adhesive bonding52 12.7 Nonconforming products52 12.7.1 Nonconforming constituent products .52 12.7.2 Nonconforming components and structures .52 Annex A (normative) Required additional information, options to be specified and requirements for execution classes 53 A.1 List of required information53

26、A.2 List of options to be specified55 A.3 Requirements related to execution classes56 Annex B (informative) Checklist for the content of a quality plan .58 B.1 Introduction58 B.2 Content .58 B.2.1 Management.58 B.2.2 Specification review 58 B.2.3 Documentation.58 B.2.4 Inspection and testing procedu

27、res59 Annex C (normative) Cruciform weld test 60 C.1 Introduction60 C.2 Test piece .61 C.3 Examination and testing .62 Annex D (normative) Procedure for determination of slip factor.64 D.1 The purpose of testing 64 D.2 Significant variables64 D.3 Test specimens64 D.4 Slip test procedure and evaluati

28、on of results.65 D.5 Extended creep test procedure and evaluation66 D.6 Test results.67 Annex E (informative) Fastening of cold formed members and sheeting.69 E.1 General69 E.2 Use of self-tapping and self-drilling screws .69 E.3 Use of blind rivets70 E.4 Fastening sidelaps.71 Annex F (informative)

29、Surface treatment72 F.1 Anodic oxidation72 BS EN 1090-3:2008EN 1090-3:2008 (E) 5 F.2 Coatings .72 F.2.1 General72 F.2.2 Pre-treatment .73 F.2.3 Base coat73 F.2.4 Final coat 73 F.2.5 Coatings with bitumen or bituminous combinations 73 F.2.6 Repair coatings73 F.3 Passivation.73 Annex G (normative) Geo

30、metrical tolerances Essential tolerances.75 G.1 Manufacturing tolerances.75 G.1.1 General75 G.1.2 Welded I-sections 75 G.1.3 Welded box sections.77 G.1.4 Webs .77 G.1.5 Components.79 G.1.6 Base plates and end plate connections 79 G.1.7 Column splices 80 G.1.8 Lattice components.81 G.2 Erection toler

31、ances .82 G.2.1 Columns .82 G.2.2 Beams .83 G.2.3 Full contact bearing.84 Annex H (normative) Geometrical tolerances - Functional tolerances .85 H.1 General85 H.2 Manufacturing tolerances.85 H.2.1 Box sections 85 H.2.2 Components.86 H.2.3 Stiffeners 87 H.2.4 Fastener holes, notches and edges.89 H.2.

32、5 Lattice components.90 H.3 Erection tolerances .90 H.3.1 Columns .90 H.3.2 Beams, rafters and trusses 92 H.4 Bridges93 Annex I (normative) Geometrical tolerances Shell structures 96 I.1 General96 I.2 Out-of roundness tolerances .96 I.3 Non-intended eccentricity due to execution.97 I.4 Dent toleranc

33、es98 I.5 Interface flatness tolerances 100 Annex J (informative) Designation of requirements to welds on drawings101 J.1 General101 J.2 Global specification.101 J.3 Specific designations for welds, part of welds, details.102 Annex K (informative) Recommendations for description of site conditions an

34、d erection in the execution specification.103 K.1 Site conditions .103 K.2 Erection method statement 103 Annex L (informative) Guide for preparation of the execution specification for quality requirements of welds.105 L.1 General105 L.2 Utilization grades and utilization ranges.105 L.2.1 General105

35、L.2.2 Utilization grade for components and structures in service category SC1 106 L.2.3 Utilization grade for components and structures in service category SC2 106 L.3 Extent of additional NDT.106 L.3.1 Extent of NDT (%) for components/structures in service category SC1 .106 L.3.2 Extent of addition

36、al NDT (%) for components/structures in service category SC2 .106 L.4 Acceptance criteria for welds.107 L.4.1 Acceptance criteria for welds in service category SC1.107 BS EN 1090-3:2008EN 1090-3:2008 (E) 6 L.4.2 Acceptance criteria for welds in service category SC2.108 Annex M (informative) Guide fo

37、r specification of quality requirements for components and structures in SC2109 Annex N (informative) Chart for development and use of a welding procedure specification (WPS) .112 Bibliography 113 BS EN 1090-3:2008EN 1090-3:2008 (E) 7 Foreword This document (EN 1090-3:2008) has been prepared by Tech

38、nical Committee CEN/TC 135 “Execution of steel structures and 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 December 2008, and conf

39、licting national standards shall be withdrawn at the latest by December 2008. 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. Accordin

40、g to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia,

41、Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. BS EN 1090-3:2008EN 1090-3:2008 (E) 8 Introduction This European Standard specifies requirements for the execution of aluminium structures, in order to

42、 ensure adequate levels of mechanical resistance and stability, serviceability and durability. This European Standard specifies requirements for the execution of aluminium structures in particular those that are designed according to EN 1999-1-1, EN 1999-1-2, EN 1999-1-3, EN 1999-1-4 and EN 1999-1-5

43、. This European Standard presupposes that the work is carried out with the necessary skill and adequate equipment and resources to perform the work in accordance with the execution specification and the requirements of this European Standard. BS EN 1090-3:2008EN 1090-3:2008 (E) 9 1 Scope This Europe

44、an Standard specifies requirements for the execution of aluminium structural components and structures made from: a) rolled sheet, strip and plate; b) extrusions; c) cold drawn rod, bar and tube; d) forgings; e) castings. NOTE 1 The execution of structural components is referred to as manufacturing,

45、 in accordance with EN 1090-1. This European Standard specifies requirements independent of the type and shape of the aluminium structure, and this European Standard is applicable to structures under predominantly static loads as well as structures subject to fatigue. It specifies requirements relat

46、ed to the execution classes that are linked with consequence classes. NOTE 2 Consequence classes are defined in EN 1990. NOTE 3 Recommendations for selection of execution class in relation to consequence class are given in EN 1999-1-1. This European Standard covers components made of constituent pro

47、ducts with thickness not less than 0,6 mm for welded components not less than 1,5 mm. This European Standard applies to structures designed according to the relevant parts of EN 1999. If this European Standard is used for structures designed according to other design rules or used for other alloys a

48、nd tempers not covered by EN 1999, a judgement of the reliability elements in these design rules should be made. This European Standard specifies requirements for surface preparation prior to application of a protective treatment, and gives guidelines for application for such treatment in an informa

49、tive annex. This European Standard gives options for specifying requirements to match project specific requirements. This European Standard is also applicable to temporary aluminium structures. BS EN 1090-3:2008EN 1090-3:2008 (E) 10 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 473 Non destructive testing - Qualification and certification of N