ASME NOG-1-2004 Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge Multiple Girder) (NOG-1 - 2004)《桥式起重机和龙门起重机的建造规则(沿轨道上翼缘行走的桥架起重机复合梁)》.pdf

《ASME NOG-1-2004 Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge Multiple Girder) (NOG-1 - 2004)《桥式起重机和龙门起重机的建造规则(沿轨道上翼缘行走的桥架起重机复合梁)》.pdf》由会员分享，可在线阅读，更多相关《ASME NOG-1-2004 Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge Multiple Girder) (NOG-1 - 2004)《桥式起重机和龙门起重机的建造规则(沿轨道上翼缘行走的桥架起重机复合梁)》.pdf（150页珍藏版）》请在麦多课文档分享上搜索。

1、AN AMERICAN NATIONAL STANDARDRules for Construction of Overhead and Gantry Cranes (Top Running Bridge, Multiple Girder)ASME NOG-1-2004(Revision of ASME NOG-1-2002)Copyright ASME International Provided by IHS under license with ASMENot for ResaleNo reproduction or networking permitted without license

2、 from IHS-,-,-ASME NOG-12004(Revision of ASME NOG-12002)Rules forConstruction ofOverhead andGantry Cranes(Top RunningBridge, MultipleGirder)Copyright ASME International Provided by IHS under license with ASMENot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Date of I

3、ssuance: May 16, 2005The next edition of this Standard is scheduled for publication in 2008. There willbe no addenda or written interpretations of the requirements of this Standard issuedto this edition.ASME is the registered trademark of The American Society of Mechanical Engineers.This code or sta

4、ndard was developed under procedures accredited as meeting the criteria for AmericanNational Standards. The Standards Committee that approved the code or standard was balanced to assurethat individuals from competent and concerned interests have had an opportunity to participate. Theproposed code or

5、 standard was made available for public review and comment that provides an opportunityfor additional public input from industry, academia, regulatory agencies, and the public-at-large.ASME does not “approve,” “rate,” or “endorse” any item, construction, proprietary device, or activity.ASME does not

6、 take any position with respect to the validity of any patent rights asserted in connectionwith any items mentioned in this document, and does not undertake to insure anyone utilizing a standardagainst liability for infringement of any applicable Letters Patent, nor assumes any such liability. Users

7、of a code or standard are expressly advised that determination of the validity of any such patent rights,and the risk of infringement of such rights, is entirely their own responsibility.Participation by federal agency representative(s) or person(s) affiliated with industry is not to beinterpreted a

8、s government or industry endorsement of this code or standard.ASME accepts responsibility for only those interpretations issued in accordance with governing ASMEprocedures and policies which preclude the issuance of interpretations by individual volunteers.No part of this document may be reproduced

9、in any form,in an electronic retrieval system or otherwise,without the prior written permission of the publisher.The American Society of Mechanical EngineersThree Park Avenue, New York, NY 10016-5990Copyright 2005 byTHE AMERICAN SOCIETY OF MECHANICAL ENGINEERSAll rights reservedPrinted in U.S.A.Copy

10、right ASME International Provided by IHS under license with ASMENot for ResaleNo reproduction or networking permitted without license from IHS-,-,-CONTENTSForeword . viCommittee Roster viiPreparation of Technical Inquiries to the Committee on Cranes for Nuclear Facilities . ixSummary of Changes . xS

11、ection 1000 Introduction 11100 General 1Section 2000 Quality Assurance 122100 Requirements . 12Section 3000 Coatings and Finishes 133100 Coating Service Levels 133200 Specific Requirements for Coating Service Levels . 13Section 4000 Requirements for Structural Components 154100 General 154200 Materi

12、als and Connections 234300 Design Criteria . 304400 Component Design . 35Section 5000 Mechanical 405100 General 405200 Materials . 435300 Design and Performance Criteria 435400 Component Design . 455500 Miscellaneous 82Section 6000 Electrical Components 846100 General 846200 Wiring Materials and Met

13、hods (Types I, II, and III Cranes) 856300 Performance Specifications (Types I, II, and III Cranes) 876400 Component Selection (Types I, II, and III Cranes) . 876500 Electrical Equipment Testing Requirements (Types I, II, and III Cranes) . 102Section 7000 Inspection and Testing . 1037100 Tests and Ac

14、ceptance Criteria . 1037200 Manufacturing 1047300 Receipt and Storage Requirements for Storage Facility and/or Site . 1097400 Site 1117500 Qualification for Permanent Plant Service 1147600 Documentation . 116Section 8000 Packaging, Shipping, Receiving, Storage, and Handling . 1178100 General 117Sect

15、ion 9000 Planned Engineered Lifts 1189100 General 1189200 Capacity Limitations 118iiiCopyright ASME International Provided by IHS under license with ASMENot for ResaleNo reproduction or networking permitted without license from IHS-,-,-9300 Lift Frequency Limitations . 1189400 Inspection Frequency .

16、 1189500 Planned Engineered Lifts for Bridge or Gantry Only 1199600 Planned Engineered Lifts for Hoist and Trolley Only 1199700 Required Interlocks or Stops 1199800 Load Testing Requirements 1199900 Crane Wheel Loads 119Figures4154.3-1 Crane Mathematical Model for Seismic Analysis 204160-1 Runway Ra

17、il Alignment Tolerance . 245411.5(c)-1 Drum Shell Design . 465413.1(e)-1 Allowable Yield Strength Say485416.1-1 Typical Single-Hoist Drive Unit . 525416.1-2 Typical Dual-Hoist Drive Units 535420-1 Single Failure-Proof Reeving Example 555420-2 Single and Double Reeving . 565426-1 Drum Fleet Angle 575

18、426-2 Sheave Fleet Angle . 575427.1-1 Proportions for 24:1 Sheave-to-Rope Ratio . 585427.1-2 Proportions for 30:1 Sheave-to-Rope Ratio . 595430(a)-1 Arrangement of Crane Trolley Drives 615440(a)-1 Arrangement of Crane Bridge Drives . 635440(a)-2 Arrangement of Polar Cranes 645452.4-1 Minimum Flange

19、Widths and Heights 675459.3-1 Power or Control Circuit Limit Switch With Geared UpperLimit Switch . 735459.3-2 Power or Control Circuit Limit Switch . 735474-1 Allowable Bending Stress . 765474-2 Allowable Tension or Compression Stress 775474-3 Allowable Shear Stress 785477-1 Typical Hook Cross-Sect

20、ion . 795477-2 Fish Hook Configuration 805477-3 Equivalent Section 815477-4 Sister Hook Without a Pinhole 825477-5 Sister Hook With a Pinhole . 826472.2(c)-1 KaFactors for AC and Adjustable Voltage DC Motors (WithoutField Weakening) . 976472.2(g)-1 Typical Polar Crane 1006473(b)-1 Typical Characteri

21、stic Curves for AC Wound Rotor Motors (Examples for0.75 Per Unit hp and 20% Total Resistance) . 1017521.2(f)-1 Inspection for Wheel Wear . 115Tables4153.7-1 Crane Loading Conditions for Seismic Analysis, Static andDynamic Load Cases . 214153.7-2 Representative Maximum Values of the Structural Respon

22、ses ofthe Three-Directional Components of Earthquake Motion PlusStatic Loads 224154.3-1 Restraint Condition at Nodes 234211-1 Reference Properties of Acceptable Materials for Structural Components 254212-1 Required CvEnergy Values for Structural Materials (Except Bolting) 26ivCopyright ASME Internat

23、ional Provided by IHS under license with ASMENot for ResaleNo reproduction or networking permitted without license from IHS-,-,-4221-1 Reference Properties of Acceptable Fastener Materials for StructuralConnections of Type I and Type II Cranes . 274221-2 Fastener Materials That May Be Galvanized 274

24、222-1 CvEnergy Values for Fastener Materials 284232-1 Test Temperature for Filler Metal Charpy V-Notch Impact Tests With20 ft-lb Average Energy . 284251.5-1 Exemptions to Mandatory Postweld Heat Treatment . 294311-1 Maximum Allowable Stresses in Structural Steel Members . 314315-1 Allowable Stresses

25、 for Bolts Other Than ASTM A 325 or A 490 314332.1-1 Value of the Buckling Coefficients KH9268and KH9270for Plates Supportedat Their Four Edges 345331.1-1 Rated Load Recommended Hoist Speeds . 445332.1-1 Rated Load Recommended Trolley Speeds . 455333.1-1 Rated Load Recommended Bridge Speeds 455413.1

26、(e)-1 Gearing Allowable Stresses 495413.1(f)-1 Load Distribution Factors . 495415.1-1 Load Combinations Hoist Drive Shafting 515452.3-1 Allowable Wheel Loads for Rim-Toughened Crane Wheels P, lb, for SpeedFactor p 1 665452.3-2 Speed Factor for Determining Allowable Maximum Wheel Load . 665452.4-1 Gu

27、ide for Wheel Flange Width and Height 675453.1(a)-1 Load Combinations Bridge and Trolley Axles 685454.1(c)-1 Deflections . 686472.2(a)-1 Overall Friction Factors (Antifriction Bearings) 966472.2(b)-1 Suggested Acceleration Rates for AC or AV Travel Drives . 986472.2(b)-2 Suggested Maximum Accelerati

28、on Rates 986472.3(b)-1 Duty Classes . 997200-1 Required Inspections or Tests Type I . 1057200-2 Required Inspections or Tests Type II . 1088000-1 Applicable Requirements of ASME NQA-1, Part II, Subpart 2.2, WithModifications of 8000 117Mandatory AppendixI . 120Nonmandatory AppendicesA . 124B Comment

29、ary . 129vCopyright ASME International Provided by IHS under license with ASMENot for ResaleNo reproduction or networking permitted without license from IHS-,-,-FOREWORDThe Committee on Cranes for Nuclear Power Plants was first established in 1976.In 1980 the name and scope of the Committee were rev

30、ised from the Committee onCranes for Nuclear Power Plants to the Committee on Cranes for Nuclear Facilities.This Standard was developed under procedures accredited as meeting the criteria forAmerican National Standards. The Standards committee that approved the Standardwas balanced to ensure that in

31、dividuals from competent and concerned interests havehad an opportunity to participate.This Standard or portions thereof can be applied to cranes at facilities other thannuclear, where enhanced crane safety may be required, and can be provided by meansof either single failure-proof features or a sei

32、smic design.Suggestions for improvement as gained in the use of this Standard are welcome.They should be sent to the Secretary, ASME Committee on Cranes for Nuclear Facilities,The American Society of Mechanical Engineers, Three Park Avenue, New York, NY10016-5990.The first edition of NOG-1 was appro

33、ved in 1983; the second edition was approvedin 1989; the fourth edition was approved in 1998; and the fifth edition was approvedin 2002. This 2004 edition is a compilation of revisions made since the 2002 edition.ASME NOG-12004 received ANSI approval on December 9, 2004.viCopyright ASME Internationa

34、l Provided by IHS under license with ASMENot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASME COMMITTEE ONCRANES FOR NUCLEAR FACILITIES(The following is the roster of the Committee at the time of approval of this Standard.)OFFICERSB. P. Lytle, ChairS. N. Parkhurst,

35、 Vice ChairS. Burke, SecretaryCOMMITTEE PERSONNELS. Burke, The American Society of Mechanical EngineersM. B. Fitzsimmons, Rochester Gas and Electric Corp.J. N. Fowler, Entergy Nuclear SouthL. D. Jones, NASA, Kennedy Space CenterA. S. Kureck, Electromotive Systems, a Magnetek Co.I. X. Lissy, Navy Cra

36、ne CenterB. P. Lytle, NASA, Kennedy Space CenterR. E. McCoy, Bechtel Bettis, Inc.J. E. Nelson, Ederer LLCR. O. Osborn, Jr., BWXTS. N. Parkhurst, Material Handling Equipment, Inc.R. J. Parler, Framatome ANPR. Pope, Fluor Federal ServicesB. E. Thomas, United States Nuclear Regulatory CommissionG. A. T

37、ownes, B.E., Inc.T. V. Vine, NMCJ. L. Weamer, Bechtel National, Inc.D. P. Weber, PAR SystemsSUBCOMMITTEE ON NUCLEAR UNDERHUNG ANDMONORAIL CRANESJ. E. Nelson, Chair, Ederer LLCL. D. Jones, NASA, Kennedy Space CenterA. S. Kureck, Electromotive Systems, a Magnetek Co.I. X. Lissy, Navy Crane CenterB. P.

38、 Lytle, NASA, Kennedy Space CenterR. E. McCoy, Bechtel Bettis, Inc.R. O. Osborn, Jr., BWXTS. N. Parkhurst, Material Handling Equipment, Inc.R. J. Parler, Framatome ANPR. Pope, Fluor Federal ServicesR. R. Reisinger, FKI Industries, Inc.D. T. Tang, United States Nuclear Regulatory CommissionT. V. Vine

39、, NMCJ. L. Weamer, Bechtel National, Inc.D. P. Weber, PAR SystemsviiCopyright ASME International Provided by IHS under license with ASMENot for ResaleNo reproduction or networking permitted without license from IHS-,-,-SUBCOMMITTEE ON NUCLEAR OVERHEAD ANDGANTRY CRANESG. A. Townes, Chair, B.E., Inc.D

40、. M. Beilfuss, Electromotive Systems, a Magnetek Co.M. B. Fitzsimmons, Rochester Gas and Electric Corp.W. A. Horwath, Whiting Corp.L. D. Jones, NASA, Kennedy Space CenterI. X. Lissy, Navy Crane CenterB. P. Lytle, NASA, Kennedy Space CenterR. O. Osborn, Jr., BWXTS. N. Parkhurst, Material Handling Equ

41、ipment, Inc.R. J. Parler, Framatome ANPR. Pope, Fluor Federal ServicesB. E. Thomas, United States Nuclear Regulatory CommissionT. V. Vine, NMCJ. L. Weamer, Bechtel National, Inc.D. P. Weber, PAR SystemsviiiCopyright ASME International Provided by IHS under license with ASMENot for ResaleNo reproduct

42、ion or networking permitted without license from IHS-,-,-PREPARATION OF TECHNICAL INQUIRIES TO THECOMMITTEE ON CRANES FOR NUCLEAR FACILITIESINTRODUCTIONThe ASME Committee on Cranes for Nuclear Facilities (CNF) will consider written requestsfor interpretations and revisions to CNF Standards and devel

43、op new requirements if dictatedby technological development. The Committees activities in this regard are limited strictlyto interpretations of the requirements or to the consideration of revisions to the present Stan-dard on the basis of new data or technology. As a matter of published policy, ASME

44、 does notapprove, certify, rate, or endorse any item, construction, proprietary device, oractivity and, accordingly, inquiries requiring such consideration will be returned. Moreover,ASMEdoesnotactasaconsultantonspecificengineeringproblemsoronthegeneralapplica-tion or understanding of the Standard r

45、equirements. If, based on the inquiry informationsubmitted, it is the opinion of the Committee that the inquirer should seek assistance, theinquiry will be returned with the recommendation that such assistance be obtained.All inquiries that do not provide the information needed for the Committees fu

46、llunderstanding will be returned.INQUIRY FORMATInquiries shall be limited strictly to interpretations of the requirements or to theconsideration of revisions to the present Standard on the basis of new data or technology.Inquiries shall be submitted in the following format.(a) Scope. The inquiry sha

47、ll involve a single requirement or closely related require-ments. An inquiry letter concerning unrelated subjects will be returned.(b) Background. State the purpose of the inquiry, which would be either to obtainan interpretation of the Standard or to propose consideration of a revision to the prese

48、ntStandard. Provide concisely the information needed for the Committees understanding ofthe inquiry, being sure to include reference to the applicable Standard, Edition, Addenda,Requirements, Parts, Subparts, Appendices, paragraphs, figures, and tables. If sketchesare provided, they shall be limited to the scope of the inquiry.(c) Inquiry Structure(1) Proposed Question(s). The inquiry shall be stated in a condensed and precisequestion format, omitting superfluous background information, and, where appropriate,composed in such a way that yes or no (perhaps with provisos) would be anacceptabl