1、AWS STANDARD WELDING PROCEDURE SPECIFICATION LICENSE IMPORTANTREAD CAREFULLY BEFORE PROCEEDING THE ENTITY OR INDIVIDUAL PURCHASING THIS AWS STANDARD WELDING PROCEDURE SPECIFICATION AGREES TO BE BOUND BY THE TERMS OF THIS LICENSE. IF YOU DO NOT AGREE TO THE TERMS OF THIS LICENSE, DO NOT USE THE STAND
2、ARD AND PROMPTLY RETURN THE PACKAGE UNOPENED, AND THE LICENSE PRICE WILL BE REFUNDED. The enclosed AWS STANDARD WELDING PROCEDURE SPECIFICATION (“SWPS”) is provided to the End User by the American Welding Society (“AWS”) for use only under the terms of this License. AWS reserves any right not expres
3、sly granted to the End User. 1. Ownership: The SWPS is proprietary to AWS and is protected by United States and foreign copyright laws. AWS retains the title to, and ownership of, the SWPS, which is licensed, not sold, to the End User. 2. Acceptance of responsibility: Prior to use of an SWPS, the em
4、ployer shall signify acceptance of responsibility for the production application of the procedure by signing and dating the SWPS on the appropriate page. 3. Definitions: Authorized User shall mean an employee or contractor of the End User. End User shall mean the purchaser of the SWPS. 4. License: T
5、he End User is granted a limited, non-exclusive license to the SWPS for internal business purposes by Authorized Users. 5. Sublicensing: The End User may not sublicense, assign, or otherwise transfer this License to End User employees or contractors who are not Authorized Users. 6. Modifications: Th
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13、ate or federal court in or for Miami, Florida. Standard Welding Procedure Specification (SWPS) for Shielded Metal Arc Welding of Carbon Steel (M-1/P-1, Group 1 or 2) 1/8 inch 3 mm through 1-1/2 inch 38 mm Thick, E6010 (Vertical Uphill) Followed by E7018, in the As-Welded or PWHT Condition, Primarily
14、 Plate and Structural ApplicationsSite LicenseAWS B2.1-1-022:2018An American National StandardAWS B2.1-1-022:2018An American National StandardApproved by theAmerican National Standards InstituteApril 10, 2018Standard Welding Procedure Specification (SWPS) for Shielded Metal Arc Welding of Carbon Ste
15、el (M-1/P-1, Group 1 or 2) 1/8 inch 3 mm through 1-1/2 inch 38 mm Thick, E6010 (Vertical Uphill) Followed by E7018, in the As-Welded or PWHT Condition, Primarily Plate and Structural Applications2nd EditionSupersedes AWS B2.1-1-022-94RPrepared by theAmerican Welding Society (AWS) B2 Committee on Pro
16、cedure and Performance QualificationUnder the Direction of theAWS Technical Activities CommitteeApproved by theAWS Board of DirectorsAbstractThis standard contains the essential welding variables for carbon steel in the thickness range of 1/8 inch 3 mm through 1-1/2 inch 38 mm, using manual shielded
17、 metal arc welding. It cites the base metals and operating conditions necessary to make the weldment, the filler metal specifications, and the allowable joint designs for fillet and groove welds. This SWPS was developed primarily for plate and structural applications.AWS B2.1-1-022:2018ISBN Print: 9
18、78-0-87171-965-2ISBN PDF: 978-0-87171-966-9 2018 by American Welding SocietyAll rights reservedPrinted in the United States of AmericaPhotocopy Rights. No portion of this standard may be reproduced, stored in a retrieval system, or transmitted in any form, including mechanical, photocopying, recordi
19、ng, or otherwise, without the prior written permission of the copyright owner.Authorization to photocopy items for internal, personal, or educational classroom use only or the internal, personal, or educational classroom use only of specific clients is granted by the American Welding Society provide
20、d that the appropri-ate fee is paid to the Copyright Clearance Center, 222 Rosewood Drive, Danvers, MA 01923, tel: (978) 750-8400; Internet: .iiStatement on the Use of American Welding Society StandardsAll standards (codes, specifications, recommended practices, methods, classifications, and guides)
21、 of the American Welding Society (AWS) are voluntary consensus standards that have been developed in accordance with the rules of the American National Standards Institute (ANSI). When AWS American National Standards are either incorporated in, or made part of, documents that are included in federal
22、 or state laws and regulations, or the regulations of other governmen-tal bodies, their provisions carry the full legal authority of the statute. In such cases, any changes in those AWS standards must be approved by the governmental body having statutory jurisdiction before they can become a part of
23、 those laws and regulations. In all cases, these standards carry the full legal authority of the contract or other document that invokes the AWS standards. Where this contractual relationship exists, changes in or deviations from requirements of an AWS stand-ard must be by agreement between the cont
24、racting parties.AWS American National Standards are developed through a consensus standards development process that brings together volunteers representing varied viewpoints and interests to achieve consensus. While AWS administers the process and establishes rules to promote fairness in the develo
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30、endments, errata, and addenda.Publication of this standard does not authorize infringement of any patent or trade name. Users of this standard accept any and all liabilities for infringement of any patent or trade name items. AWS disclaims liability for the infringement of any patent or product trad
31、e name resulting from the use of this standard.AWS does not monitor, police, or enforce compliance with this standard, nor does it have the power to do so.Official interpretations of any of the technical requirements of this standard may only be obtained by sending a request, in writing, to the appr
32、opriate technical committee. Such requests should be addressed to the American Welding Society, Attention: Managing Director, Standards Development (see Annex A). With regard to technical inquiries made concerning AWS standards, oral opinions on AWS standards may be rendered. These opinions are offe
33、red solely as a convenience to users of this standard, and they do not constitute professional advice. Such opinions represent only the personal opinions of the particular individuals giving them. These individuals do not speak on behalf of AWS, nor do these oral opinions constitute official or unof
34、ficial opinions or interpretations of AWS. In addition, oral opinions are informal and should not be used as a substitute for an official interpretation.This standard is subject to revision at any time by the AWS B2 Committee on Procedure and Performance Qualification. It must be reviewed every five
35、 years, and if not revised, it must be either reaffirmed or withdrawn. Comments (recom-mendations, additions, or deletions) and any pertinent data that may be of use in improving this standard are requested and should be addressed to AWS Headquarters. Such comments will receive careful consideration
36、 by the AWS B2 Committee on Procedure and Performance Qualification and the author of the comments will be informed of the Committees response to the comments. Guests are invited to attend all meetings of the AWS B2 Committee on Procedure and Performance Qualification to express their comments verba
37、lly. Procedures for appeal of an adverse decision concerning all such com-ments are provided in the Rules of Operation of the Technical Activities Committee. A copy of these Rules can be obtained from the American Welding Society, 8669 NW 36 St, # 130, Miami, FL 33166.AWS B2.1-1-022:2018iiiAWS B2.1-
38、1-022:2018This page is intentionally blankivAWS B2.1-1-022:2018PersonnelAWS B2 Committee on Procedure and Performance QualificationJ. L. Cooley, Chair J. C. therefore, each system must be used independently.Safety. Safety and health issues and concerns are beyond the scope of this standard and there
39、fore are not addressed herein. Safety and health information is available from the following sources:American Welding Society:(1) ANSI Z49.1, Safety in Welding, Cutting, and Allied Processes(2) AWS Safety and Health Fact Sheets(3) Other safety and health information on the AWS websiteMaterial or Equ
40、ipment Manufacturers:(1) Safety Data Sheets supplied by materials manufacturers(2) Operating Manuals supplied by equipment manufacturersApplicable Regulatory Agencies:Work performed in accordance with this standard may involve the use of materials that have been deemed hazardous, and may involve ope
41、rations or equipment that may cause injury or death. This standard does not purport to address all safety and health risks that may be encountered. The user of this standard should establish an appropriate safety program to address such risks as well as to meet applicable regulatory requirements. AN
42、SI Z49.1 should be considered when develop-ing the safety program.AWS B2.1-1-022:2018Page 3 of 22Permission to reproduce for intra-company use only is granted by the American Welding SocietyStandard Welding Procedure Specification (SWPS)LIMITATIONSThis procedure is not qualified for Notch Toughness
43、applications.WELDING PROCESSWelding Process: SMAW (Shielded Metal Arc Welding)Method of Application: ManualBASE METALSBase Metal:1Carbon Steel, M-1 or P-1, Group 1 or 2 to M-1 or P-1, Group 1 or 2Thickness Range: 1/8 in 3 mm through 1-1/2 in 38 mm for groove welds, 1/8 in 3 mm minimum for fillet wel
44、dsDiameter: Groove Welds: 1 in 25 mm minimumFillet Welds: all diametersCoating: UncoatedFILLER METALSFiller Metal Specification:1AWS A5.1/A5.1M or ASME SFA 5.1A Number 1, F Number 3 for E6010, and F Number 4 for E7018Classification: E6010 and E7018Deposit Thickness Range: 1-1/2 in 38 mm maximum plus
45、 reinforcement for groove welds; the maximum deposit thickness for E6010 electrode is limited to 3/8 in 10 mm (nominal)1-1/2 in 38 mm fillet weld size for fillet welds; the maximum fillet deposit size for E6010 electrode is limited to 3/8 in 10 mm (nominal)JOINT DESIGNSJoint Designs: See Figure 1Bac
46、king: When required by Figure 1Backing Material:1Carbon steel, M-1 or P-1, Group 1, 2, or 3 or carbon steel weld metal.Nonmetallic or nonfusing metal retainers are not permitted.POSITIONSPermitted Positions: All, except as notedVertical Progression: UphillPREHEAT AND INTERPASS TEMPERATURESPreheat Te
47、mperature:250F 10C Minimum; 150F 65C minimum for E6010 on base metal thickness over 3/4 in 19 mm thickInterpass Temperature:250F 10C Minimum, 500F 260C maximum; 150F 65C minimum, 500F 260C maximum for base metal thickness over 3/4 in 19 mmPreheat Maintenance: Continuous or special heating not requir
48、ed1M and P numbers for base metal and F and A numbers for filler metal and weld metal, respectively, are as detailed in AWS B2.1/B2.1M or ASME Boiler and Pressure Vessel Code, Section IX.2Preheat and interpass temperatures must be sufficient to prevent crack formation. Temperatures above the minimum
49、 shown may be required for base metals with a specified carbon content greater than 0.25%, for highly restrained welds, or to meet the requirements of the fabrication document(s).AWS B2.1-1-022:2018Page 4 of 22Permission to reproduce for intra-company use only is granted by the American Welding SocietyStandard Welding Procedure Specification (SWPS)POSTWELD HEAT TREATMENTPostweld Heat Treatment: Welds may either be as-welded or postweld heat treated at 1100F 595C to 1200F 650C. If heat treated, the heat treatment time shall be 1
