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本文(DIN EN ISO 16433-2007 Resistance welding - Procedure for seam welding of uncoated and coated low carbon steels (ISO 16433 2006) German version EN ISO 16433 2007《电阻焊接 涂覆和非涂覆低碳钢的缝焊用程.pdf)为本站会员(eveningprove235)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

DIN EN ISO 16433-2007 Resistance welding - Procedure for seam welding of uncoated and coated low carbon steels (ISO 16433 2006) German version EN ISO 16433 2007《电阻焊接 涂覆和非涂覆低碳钢的缝焊用程.pdf

1、September 2007DEUTSCHE NORM English price group 13No part of this standard 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).ICS 25.160.10!$I0n“13813

2、75www.din.deDDIN EN ISO 16433Resistance welding Procedure for seam welding of uncoated and coated low carbon steels(ISO 16433:2006)English version of DIN EN ISO 16433:2007-09Widerstandsschweien Verfahren zum Rollennahtschweien von niedriglegierten Sthlen mit oder ohnemetallischem berzug (ISO 16433:2

3、006)Englische Fassung DIN EN ISO 16433:2007-09www.beuth.deDocument comprises 29 pages11.07DIN EN ISO 16433:2007-09 2 National foreword This standard has been prepared by the International Institute for Welding (IIW). The responsible German body involved in its preparation was the Normenausschuss Sch

4、weitechnik (Welding Standards Committee), Technical Committee NA 092-00-12 AA Widerstandsschweien (DVS AG V 3). The DIN Standards corresponding to the International Standards referred to in this document are as follows: ISO 669 DIN ISO 669 ISO 3573 DIN EN 10111 ISO 3574 DIN EN 10130 ISO 3575 DIN EN

5、10327 ISO 4950-1 DIN EN 10025-1 ISO 4950-2 DIN EN 10025-3 ISO 5002 DIN EN 10152 ISO 5182 DIN ISO 5182 ISO 10447 DIN EN ISO 10447 ISO 14270 DIN EN ISO 14270 ISO 14327 DIN EN ISO 14327 ISO 14329 DIN EN ISO 14329 ISO 15609-5 DIN EN ISO 15609-5 ISO 15614-12 DIN EN ISO 15614-12 ISO 17654 DIN EN ISO 17654

6、 National Annex NA (informative) Bibliography DIN EN 10025-1, Hot rolled products of structural steels Part 1: General technical delivery conditions DIN EN 10025-3, Hot rolled products of structural steels Part 3: Technical delivery conditions for normal-ized/normalized rolled weldable fine grain st

7、ructural steels DIN EN 10111, Continuously hot-rolled low carbon steel sheet and strip for cold forming Technical delivery conditions DIN EN 10130, Cold rolled low carbon steel flat products for cold forming Technical delivery conditions DIN EN 10152, Electrolytically zinc coated cold rolled steel f

8、lat products for cold forming Technical delivery conditions DIN EN 10327, Continuously hot-dip coated strip and sheet of low carbon steels for cold forming Technical delivery conditions DIN EN ISO 10447, Resistance welding Peel and chisel testing of resistance spot and projection welds DIN EN ISO 16

9、433:2007-09 3 DIN EN ISO 14270, Specimen dimensions and procedure for mechanized peel testing resistance spot, seam and embossed projection welds DIN EN ISO 14327, Resistance welding Procedures for determining the weldability lobe for resistance spot, projection and seam welding DIN EN ISO 14329, Re

10、sistance welding Destructive tests of welds Failure types and geometric measure-ments for resistance spot, seam and projection welds DIN EN ISO 15609-5, Specification and qualification of welding procedures for metallic materials Welding procedure specification Part 5: Resistance welding DIN EN ISO

11、15614-12, Specification and qualification of welding procedures for metallic materials Welding procedure test Part 12: Spot, seam and projection welding DIN EN ISO 17654, Destructive tests on welds in metallic materials Resistance welding Pressure test on resistance seam welds DIN ISO 669, Resistanc

12、e welding Resistance welding equipment Mechanical and electrical requirements DIN ISO 5182, Welding Materials for resistance welding electrodes and ancillary equipment DIN EN ISO 16433:2007-09 4 This page is intentionally blank EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN ISO 16433June 2007ICS

13、25.160.10English VersionResistance welding - Procedure for seam welding of uncoatedand coated low carbon steels (ISO 16433:2006)Soudage par rsistance - Mode opratoire pour le soudage la molette des aciers bas carbone revtus et nonrevtus (ISO 16433:2006)Widerstandsschweien - Verfahren zumRollennahtsc

14、hweien von niedriglegierten Sthlen mit oderohne metallischem berzug (ISO 16433:2006)This European Standard was approved by CEN on 19 May 2007.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a nati

15、onal standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards 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 an

16、y other language made by translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Eston

17、ia, 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 STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHE

18、S KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2007 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN ISO 16433:2007: EContents Page 1 2 3 4 4.1 4.2 4.3 5 5.1 5.2 6 6.1 6.2 6.3 6.4 6.5 6.6 7 7.1 7.2 7.2.1 7.

19、2.2 7.3 8 9 9.1 9.1.1 9.1.2 9.1.3 9.1.4 9.1.5 9.2 9.2.1 9.2.2 9.2.3 9.2.4 9.2.5 9.3 10 10.1 10.2 10.3 10.4 10.5 EN ISO 16433:2007 (E)2Welding equipment. 10 Foil seam welding. 9 Wide-electrode seam welding . 9 Foreword. 4 Scope . 6 Terms and definitions. 7 Form . 7 Surface conditions 7 Component desi

20、gn . 8 Process requirements 8 Seam welding with thin wheels . 8 Wire seam welding 9 Introduction . 5 Normative references . 6 Materials 7 Steel grades. 7 Component design and manufacture . 8 Component manufacture . 8 Seam welding with wide wheels 8 Mash seam welding 9 Welding machine 10 Electrode di

21、mensions. 10 Electrodes (wheels, mandrels, pads, backing bars) . 10 Electrode-wheel cooling 12 Electrode materials. 10 Weldability assessment . 12 General. 13 Weld assessment Type tests 13 Manual peel test piece 13 Test pieces 13 Mechanised peel test piece . 13 Metallurgical examination 14 Weld dime

22、nsions 14 Pressure test . 14 Test requirements. 14 Manual peel test 14 Pressure test . 14 Mechanised peel test 14 Visual and metallurgical examination. 14 Acceptance requirements 15 General. 15 Test pieces and test procedures. 15 Weld assessment routine tests 15 Batch testing . 15 Number of tests. 1

23、5 Test requirements. 15 11 11.1 11.2 11.3 11.4 11.5 12 EN ISO 16433:2007 (E)3Routine production weld quality-control requirements 16 Weld dimensions. 16 Weld appearance surface condition 17 Weld size nugget width 16 Weld failure mode . 17 Distortion . 17 Annex A (informative) Welding equipment 18 An

24、nex B (informative) Typical seam welding conditions . 19 Reclamation of non-conformant assemblies . 17 Annex C (Informative) Partial list of steel types applicable to the standard 24 Bibliography . 25 EN ISO 16433:2007 (E) 4 Foreword The text of ISO 16433:2006 has been prepared by IIW, International

25、 Institute of Welding, and has been taken over as EN ISO 16433:2007 by Technical Committee CEN/TC 121 “Welding” 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 lates

26、t by December 2007, and conflicting national standards shall be withdrawn at the latest by December 2007. 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, Cypr

27、us, 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. Endorsement notice The text of ISO 16433:

28、2006 has been approved by CEN as a EN ISO 16433:2007 without any modification. Introduction Requests for official interpretations of provisions in this standard should be made in writing and sent to the ISO Central Secretariat who will forward them to the IIW Secretariat for an official response. EN

29、 ISO 16433:2007 (E)51 Scope This International Standard specifies requirements for resistance seam welding in the fabrication of assemblies of uncoated and metallic coated low carbon steel comprising two sheets of metal, where the maximum single sheet thickness of components to be welded is within t

30、he range 0,4 mm to 3 mm for the following materials: uncoated steels; hot-dip zinc or iron-zinc alloy (galvannealed) coated steel; electrolytic zinc, zinc-iron, or zinc-nickel coated steel; aluminium coated steel; zinc-aluminium coated steel. Organic-coated or primer-coated steels are not covered by

31、 this International Standard. Guidelines for the design of appropriate seam welding equipment and welding conditions are given in Annexes A and B. These are for guidance only and may need to be adapted to suit the specified service conditions of the fabrication, prevailing production conditions, typ

32、e of welding equipment, mechanical and electrical characteristics of the welding machine, electrode configuration, and material. These requirements shall be taken from the relevant welding procedure specification for the application or procedure, where these exist. 2 Normative references The followi

33、ng 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. ISO 669, Resistance welding Resistance welding equipment Mec

34、hanical and electrical requirements ISO 5182:1991, Welding Materials for resistance welding electrodes and ancillary equipment ISO 10447, Welding Peel and chisel testing of resistance spot, projection and seam welds ISO 14270, Specimen dimensions and procedure for mechanized peel testing resistance

35、spot, seam and embossed projection welds ISO 14327, Resistance welding Procedures for determining the weldability lobe for resistance spot, projection and seam welding ISO 14329, Resistance welding Destructive tests of welds Failure types and geometric measurements for resistance spot, seam and proj

36、ection welds ISO 15609-5, Specification and qualification of welding procedures for metallic materials Welding procedure specification Part 5: Resistance welding EN ISO 16433:2007 (E)6ISO 15614-12, Specification and qualification of welding procedures for metallic materials Welding procedure test Pa

37、rt 12: Spot, seam and projection welding ISO 17654, Destructive tests on welds in metallic materials Resistant welding Pressure test on resistance seam welds 3 Terms and definitions For the purposes of this document, the terms and definitions given in ISO 669 and ISO 14329 and the following apply. 3

38、.1 continuous-current seam welding use of a continuous-current waveform to make a weld NOTE A continuous weld nugget is formed along the weld seam. 3.2 interrupted-current seam welding use of a current program comprising two or more pulses of current (commonly known as “on-time”) separated by a pre-

39、set cool time (commonly known as “off-time”) NOTE A weld nugget is produced during each pulse. 3.3 tread width width of the electrode face which is in contact with the work piece NOTE Sometimes this is called electrode face width. 4 Materials 4.1 Form The steel shall be flat rolled, in coils or cut

40、to length, and shall be free of all harmful imperfections. 4.2 Steel grades A partial list of steel grades to which this International Standard is applicable is given in Annex C. 4.3 Surface conditions Prior to welding, all surfaces of components to be seam welded shall be free of contaminants such

41、as grease, scale, corrosion products, paint, dirt or excessive pitting. This condition shall be maintained until the welding process is completed. Uncoated hot-rolled steel shall be in the pickled condition. Certain surface treatments, such as the application of paint primers, rust preventions, and

42、oils may be applied before welding, provided that the coating is uniform in thickness and it has been demonstrated that consistent welds, conforming to this International Standard, can be obtained. Excessive use of surface pre-treatments may adversely affect electrode life and should therefore be av

43、oided. Coated steels can be supplied with a chromate or phosphate passivation treatment. Phosphated mild steel may be used in certain applications. These materials can be resistance seam welded, although the welding parameters outlined in Annex B may require appropriate adjustment. Generally, only t

44、hin phosphate pre-treatment of steel is acceptable prior to seam welding. EN ISO 16433:2007 (E)75 Component design and manufacture 5.1 Component design Components shall be designed and manufactured to provide adequate flange widths, free from potentially harmful physical deformations and internal st

45、resses, and which can accommodate the weld seam. The flange width should also provide proper access for the electrodes and any necessary tooling. Account shall be taken of the degree of mechanization for guiding the components along the weld path/track during the welding process. The procedure shall

46、 include provision for reviewing the design as a result of tests, whether compliance with this International Standard is achievable or not. The design of the assembly to be seam welded shall take into account the process requirements specified in Clause 6, and the process variation appropriate to th

47、e application. The shape of both components shall be such that there is proper contact over the entire weld path. The weld size (seam width) and the distance (edge distance) from the centre of the weld to the nearest edge of the components shall comply with the process requirements given in Clause 6

48、. NOTE Reducing the edge distance below the recommended values can affect weld quality and reduce the operating tolerances. In this case, the nominal weld size may need to be specified below the value given in 9.2.1, and allowance for a lower weld strength made in the design. The pitch between two p

49、arallel seam welds, i.e., the centre-to-centre distance of the seam welds, shall not be less than 16 sheet thickness (t) and preferably larger. When seam welding sheets up to, and including, t = 1,5 mm, the inter-weld pitch shall therefore approximate to 3 We(We= tread width). To stabilize any shunting effects, this pitch shall be maintained within t 10 % over the entire length of the joint. In cases where smaller weld pitches are necessary, the weld cur

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