ANSI AWS D14.1 D 14.1M-2005 Specification for Welding of Industrial and Mill Cranes and Other Material Handling Equipment《工业和工厂用起重机及其它物料运输设备的焊接规范》.pdf

《ANSI AWS D14.1 D 14.1M-2005 Specification for Welding of Industrial and Mill Cranes and Other Material Handling Equipment《工业和工厂用起重机及其它物料运输设备的焊接规范》.pdf》由会员分享，可在线阅读，更多相关《ANSI AWS D14.1 D 14.1M-2005 Specification for Welding of Industrial and Mill Cranes and Other Material Handling Equipment《工业和工厂用起重机及其它物料运输设备的焊接规范》.pdf（152页珍藏版）》请在麦多课文档分享上搜索。

1、Specification forWelding ofIndustrial and MillCranes and OtherMaterial HandlingEquipmentAWS D14.1/D14.1M:2005An American National StandardCopyright American Welding Society Provided by IHS under license with AWSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-550 N.

2、W. LeJeune Road, Miami, Florida 33126AWS D14.1/D14.1M:2005An American National StandardApproved byAmerican National Standards InstituteFebruary 24, 2005Specification forWelding of Industrial andMill Cranes and OtherMaterial Handling Equipment4th EditionSupersedes ANSI/AWS D14.1-97Prepared byAWS D14

3、Committee on Machinery and EquipmentUnder the Direction ofAWS Technical Activities CommitteeApproved byAWS Board of DirectorsAbstractRequirements are presented for the design and fabrication of constructional steel weldments that are used in industrialand mill cranes, lifting devices and other mater

4、ial handling equipment. Requirements are also included for modification,weld repair, and postweld treatments of new and existing weldments. Filler metal and welding procedure guidelines arerecommended for the applicable base metals, which are limited to carbon and low-alloy steels. Allowable unit st

5、ressesare provided for weld metal and base metal for various cyclically loaded joint designs.Key WordsCranes, industrial cranes, lifting devices, material handling equipment, mill cranesCopyright American Welding Society Provided by IHS under license with AWSNot for ResaleNo reproduction or networki

6、ng permitted without license from IHS-,-,-iiStatement on Use of AWS American National StandardsAll standards (codes, specifications, recommended practices, methods, classifications, and guides) of the AmericanWelding Society (AWS) are voluntary consensus standards that have been developed in accorda

7、nce with the rules of theAmerican National Standards Institute (ANSI). When AWS standards are either incorporated in, or made part of,documents that are included in federal or state laws and regulations, or the regulations of other governmental bodies,their provisions carry the full legal authority

8、of the statute. In such cases, any changes in those AWS standards must beapproved by the governmental body having statutory jurisdiction before they can become a part of those laws andregulations. In all cases, these standards carry the full legal authority of the contract or other document that inv

9、okes theAWS standards. Where this contractual relationship exists, changes in or deviations from requirements of an AWSstandard must be by agreement between the contracting parties.International Standard Book Number: 0-87171-736-0American Welding Society, 550 N.W. LeJeune Road, Miami, FL 33126 2005

10、by American Welding Society. All rights reservedPrinted in the United States of AmericaAWS American National Standards are developed through a consensus standards development process that bringstogether volunteers representing varied viewpoints and interests to achieve consensus. While AWS administe

11、rs the processand establishes rules to promote fairness in the development of consensus, it does not independently test, evaluate, orverify the accuracy of any information or the soundness of any judgments contained in its standards.AWS disclaims liability for any injury to persons or to property, o

12、r other damages of any nature whatsoever, whether spe-cial, indirect, consequential or compensatory, directly or indirectly resulting from the publication, use of, or reliance on thisstandard. AWS also makes no guaranty or warranty as to the accuracy or completeness of any information published here

13、in.In issuing and making this standard available, AWS is not undertaking to render professional or other services for or onbehalf of any person or entity. Nor is AWS undertaking to perform any duty owed by any person or entity to someoneelse. Anyone using these documents should rely on his or her ow

14、n independent judgment or, as appropriate, seek the adviceof a competent professional in determining the exercise of reasonable care in any given circumstances.This standard may be superseded by the issuance of new editions. Users should ensure that they have the latest edition.Publication of this s

15、tandard does not authorize infringement of any patent or trade name. Users of this standard acceptany and all liabilities for infringement of any patent or trade name items. AWS disclaims liability for the infringement ofany patent or product trade name resulting from the use of this standard.Finall

16、y, AWS does not monitor, police, or enforce compliance with this standard, nor does it have the power to do so.On occasion, text, tables, or figures are printed incorrectly, constituting errata. Such errata, when discovered, are postedon the AWS web page (www.aws.org).Official interpretations of any

17、 of the technical requirements of this standard may only be obtained by sending a request, in writ-ing, to the Managing Director, Technical Services Division, American Welding Society, 550 N.W. LeJeune Road, Miami, FL33126 (see Annex C). With regard to technical inquiries made concerning AWS standar

18、ds, oral opinions on AWS standardsmay be rendered. However, such opinions represent only the personal opinions of the particular individuals giving them. Theseindividuals do not speak on behalf of AWS, nor do these oral opinions constitute official or unofficial opinions or interpreta-tions of AWS.

19、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 D14 Committee on Machinery and Equipment. It must bereviewed every five years, and if not revised, it must be either reaffirmed or

20、 withdrawn. Comments (recommendations,additions, or deletions) and any pertinent data that may be of use in improving this standard are required and should beaddressed to AWS Headquarters. Such comments will receive careful consideration by the AWS D14 Committee onMachinery and Equipment and the aut

21、hor of the comments will be informed of the Committees response to thecomments. Guests are invited to attend all meetings of the AWS D14 Committee on Machinery and Equipment toexpress their comments verbally. Procedures for appeal of an adverse decision concerning all such comments areprovided in th

22、e Rules of Operation of the Technical Activities Committee. A copy of these Rules can be obtained fromthe American Welding Society, 550 N.W. LeJeune Road, Miami, FL 33126.Photocopy RightsAuthorization to photocopy items for internal, personal, or educational classroom use only, or the internal, pers

23、onal, oreducational classroom use only of specific clients, is granted by the American Welding Society (AWS) provided that theappropriate fee is paid to the Copyright Clearance Center, 222 Rosewood Drive, Danvers, MA 01923, Tel: 978-750-8400;online: http:/.Copyright American Welding Society Provided

24、 by IHS under license with AWSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-iiiPersonnelAWS D14 Committee on Machinery and EquipmentJ. L. Warren, Chair CNH America LLCD. J. Malito, 1st Vice Chair Girard Machine Company, IncorporatedL. L. Schweinegruber, 2nd Vice

25、Chair Robinson Industries, IncorporatedP. Howe, Secretary American Welding SocietyD. B. Ashley Hartford Steam Boiler Inspection Complete Joint Penetration Groove Welds.4615 Acceptable Reinforcement on Groove Welds in Pipe and Tubing 5516 SMAW Electrode Groups 5517 Number and Type of Test Specimens a

26、nd Range of Thickness QualifiedWelder andWelding Operator Qualification.5718 Welder QualificationType and Position Limitations .5819 Penetrameter Requirements .8120 Ultrasonic Testing Angle .8921 Ultrasonic Acceptance and Rejection Criteria .91AWS D14.1/D14.1M:2005Copyright American Welding Society

27、Provided by IHS under license with AWSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-xiiList of FiguresFigure Page No.1 Illustrative Examples for Table 4.132 Fillet and Combined Weld Dimension.153 Size and Effective Throat Measurements for Fillet and Partial Penet

28、ration Groove Weldswith Reinforcing Fillet Welds164 Staggered Intermittent Fillet Weld.175 Classification of Welded Joints186 Transition of Butt Joints in Parts Having Unequal Thickness .217 Transition of Width at Butt Joints of Parts Having Unequal Width 228 Edge Discontinuities in Cut Material.259

29、 Pneumatic Hammer Peening2910 Unacceptable Submerged Arc Weld Pass where the Depth and Width Exceed the Face Width 3211 Positions of Test Plates for Groove Welds 4312 Positions of Test Pipe or Tubing for Groove Welds4413 Positions of Test Plates for Fillet Welds4514A Location of Test Specimens on We

30、lded Test Pipe 2 in. 50 mm or 3 in. 75 mm in Diameter 4714B Location of Test Specimens on Welded Test Pipe 6 in. 150 mm or 8 in. 200 mm in Diameter 4714C Location of Test Specimens on Welded Test PlateElectroslag and Electrogas WeldingProcedure Qualification .4814D Location of Test Specimens on Weld

31、ed Test Plate Over 3/8 in. 10 mm ThickProcedureQualification.4914E Location of Test Specimens on Welded Test Plate 3/8 in. 10 mm Thick and UnderProcedure Qualification .5015A Reduced-Section Tension Specimens 5115B All-Weld-Metal Tension Specimens5215C Face- and Root-Bend Specimens .5315D Side-Bend

32、Specimens 5416 Fillet Weld Soundness Test for Procedure Qualification.5417A Test Plate for Unlimited ThicknessWelder Qualification5917B Optional Test Plate for Unlimited Thickness, Horizontal PositionWelder Qualification5918A Test Plate for Limited Thickness, All PositionsWelder Qualification.6018B

33、Optional Test Plate for Limited Thickness, Horizontal PositionWelder Qualification .6019A Pipe Test Butt Joint without BackingWelder Qualification.6119B Pipe Test Butt Joint with BackingWelder Qualification6120 Test Joint for T-, Y-, and K-Connections on Pipe or TubingWelder Qualification 6121 Locat

34、ion of Test Specimens on Welded Test PipeWelder Qualification.6222 Fillet Weld Break and Macroetch Test PlateWelder Qualification, Option 1 .6323 Fillet Weld Root-Bend Test PlateWelder Qualification, Option 2 6424A Guided-Bend Test JigStandard Design 6624B Alternative Guided-Bend Test JigWraparound

35、Design .6724C Alternative Guided-Bend Test JigRoller-Equipped Design for Bottom Ejection of Test Specimens .6825 Examples of Workmanship Samples .6926 Test Plate for Unlimited ThicknessWelding Operator Qualification.7127 Butt Joint for Electroslag and ElectrogasWelding Operator Qualification7228 Fil

36、let Weld Break and Macroetch Test PlateWelding Operator Qualification, Option 1 7329 Fillet Weld Root-Bend Test PlateWelding Operator Qualification, Option 2.74AWS D14.1/D14.1M:2005Copyright American Welding Society Provided by IHS under license with AWSNot for ResaleNo reproduction or networking pe

37、rmitted without license from IHS-,-,-xiiiFigure Page No.30 Fillet Weld Break SpecimenTack Welder Qualification .7631 Method of Fracturing Fillet Weld Break SpecimenTack Welder Qualification7632 Acceptable and Unacceptable Weld Profiles .7933 Weld Quality Requirements for Discontinuities Occurring in

38、 Welds (Limitation of Porosity andFusion-Type Discontinuities).8234A RC Resolution Reference Block (U.S. Units)8434B RC Resolution Reference Block (SI Units) .8534C Typical Transducer Positions.8635 Plan View of UT Scanning Patterns 88I.1 Prequalified Complete Joint Penetration Groove Welded Joints.

39、95I.2 Prequalified Partial Joint Penetration Groove Welded Joints109A.1 Sample Form E1, Front120A.2 Sample Form E1, Back 121A.3 Sample Form E2.122A.4 Sample Form E3.123A.5 Sample Form E4.124A.6 Sample Form E5.125A.7 Sample Form E6.126A.8 Sample Form E7.128B.1 Examples of Weld Quality Requirements129

40、AWS D14.1/D14.1M:2005Copyright American Welding Society Provided by IHS under license with AWSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-xivThis page is intentionally blank.AWS D14.1/D14.1M:2005Copyright American Welding Society Provided by IHS under license w

41、ith AWSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-AWS D14.1/D14.1M:200511. Scope and General Provisions1.1 Scope. This specification applies to the welding of allprincipal structural weldments and all primary weldsused in the manufacture of cranes for industri

42、al, mill,power house, and nuclear facilities. Furthermore, thespecification applies to other overhead material handlingmachinery and equipment that support and transportloads within the design rating, vertically or horizontally,during normal operations, and, when agreed uponbetween the Owner and Man

43、ufacturer, to loading causedby abnormal operations or environmental events, such asseismic loading.Secondary welds that will be subjected to tensilestresses of less than 5000 psi 34.5 MPa need only meetthe requirements of Section 7, Workmanship, and Sec-tion 10, Weld Quality and Inspection. The engi

44、neeringdrawings shall specify the joint detail, type, and size ofweld. This specification is not intended for application toconstruction- or crawler-type cranes. For the welding ofrails, refer to AWS D15.2, Recommended Practice forthe Welding of Rails and Related Rail Components forUse by Rail Vehic

45、les.All provisions of this specification are equally appli-cable to the strengthening and repairing of existingoverhead cranes and material handling equipment asdescribed above.This specification makes use of both U.S. CustomaryUnits and the International System of Units (SI). Themeasurements may no

46、t be exact equivalents; thereforeeach system shall be used independently of the otherwithout combining in any way. The specification withthe designation D14.1 uses U.S. Customary Units. Thespecification D14.1M uses SI Units. The latter are shownin appropriate columns in tables and figures or withinb

47、rackets . Detailed dimensions on figures are ininches. A separate tabular form that relates the U.S.Customary Units with SI Units may be used in tables andfigures.Safety and health issues and concerns are beyond thescope of this standard, and therefore are not fullyaddressed herein. Safety and healt

48、h information is avail-able from other sources, including, but not limited to,ANSI Z49.1, Safety in Welding, Cutting, and Allied Pro-cesses and applicable federal and state regulations. Someother sources of safety and health information can befound in Annex D.1.2 General Provisions. The Manufacturer

49、s1adherenceto this specification shall include responsibility for thefollowing:(1) Welding, as defined in the Scope, in accordancewith this specification;(2) Producing the welds designated on the drawingsby appropriate welding symbols and notes containingsufficient detail to show joint preparations compatiblewith the designated welding processes;(3) Providing written welding proc