ASME NOG-1-2010 Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge Multiple Girder) (NOG-1 - 2010)《桥式起重机和龙门起重机的建造规范(沿轨道上翼缘行走的桥架起重机复合梁)》.pdf

《ASME NOG-1-2010 Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge Multiple Girder) (NOG-1 - 2010)《桥式起重机和龙门起重机的建造规范(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-1-2010 Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge Multiple Girder) (NOG-1 - 2010)《桥式起重机和龙门起重机的建造规范(沿轨道上翼缘行走的桥架起重机复合梁)》.pdf（180页珍藏版）》请在麦多课文档分享上搜索。

1、AN AMERICAN NATIONAL STANDARDASME NOG-1-2010(Revision of ASME NOG-1-2004)Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge, Multiple Girder)Three Park Avenue New York, NY 10016 USACopyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproductio

2、n or networking permitted without license from IHS-,-,-INTENTIONALLY LEFT BLANKCopyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASME NOG-12010(Revision of ASME NOG-12004)Rules for Constructionof Ov

3、erhead andGantry Cranes (TopRunning Bridge,Multiple Girder)AN AMERICAN NATIONAL STANDARDThree Park Avenue New York, NY 10016 USACopyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-Date of Issuance: Ju

4、ly 12, 2010This Standard will be revised when the Society approves the issuance of a new edition. There willbe no addenda issued to this edition.ASME issues written replies to inquiries concerning interpretations of technical aspects of thisStandard. Interpretations are published on the ASME Web sit

5、e under the Committee Pages athttp:/cstools.asme.org as they are issued. Interpretations will also be included with each edition.ASME is the registered trademark of The American Society of Mechanical Engineers.This code or standard was developed under procedures accredited as meeting the criteria fo

6、r American NationalStandards. The Standards Committee that approved the code or standard was balanced to assure that individuals fromcompetent and concerned interests have had an opportunity to participate. The proposed code or standard was madeavailable for public review and comment that provides a

7、n opportunity for 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 take any position with respect to the validity of any patent rights asser

8、ted in connection with anyitems mentioned in this document, and does not undertake to insure anyone utilizing a standard against liability forinfringement of any applicable letters patent, nor assumes any such liability. Users of a code or standard are expresslyadvised that determination of the vali

9、dity of any such patent rights, and the risk of infringement of such rights, isentirely their own responsibility.Participation by federal agency representative(s) or person(s) affiliated with industry is not to be interpreted asgovernment or industry endorsement of this code or standard.ASME accepts

10、 responsibility for only those interpretations of this document issued in accordance with the establishedASME procedures and policies, which precludes the issuance of interpretations by individuals.No part of this document may be reproduced in any form,in an electronic retrieval system or otherwise,

11、without the prior written permission of the publisher.The American Society of Mechanical EngineersThree Park Avenue, New York, NY 10016-5990Copyright 2010 byTHE AMERICAN SOCIETY OF MECHANICAL ENGINEERSAll rights reservedPrinted in U.S.A.Copyright ASME International Provided by IHS under license with

12、 ASME Not 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 viiiSummary of Changes ixSection 1000 Introduction . 11100 General 1Section 2000 Qual

13、ity Assurance . 112100 Requirements 11Section 3000 Coatings and Finishes 123100 Coating Service Levels . 123200 Specific Requirements for Coating Service Levels 12Section 4000 Requirements for Structural Components 144100 General 144200 Materials and Connections . 244300 Design Criteria . 304400 Com

14、ponent Design . 35Section 5000 Mechanical 395100 General 395200 Materials . 425300 Design and Performance Criteria . 425400 Component Design . 445500 Miscellaneous 78Section 6000 Electrical Components 806100 General 806200 Wiring Materials and Methods (Types I, II, and III Cranes) 816300 Performance

15、 Specifications (Types I, II, and III Cranes) 826400 Component Selection (Types I, II, and III Cranes) 836500 Electrical Equipment Testing Requirements (Types I, II, and IIICranes) 97Section 7000 Inspection and Testing . 987100 Tests and Acceptance Criteria . 987200 Manufacturing . 997300 Receipt an

16、d Storage Requirements for Storage Facility and/or Site . 1047400 Site 1057500 Qualification for Permanent Plant Service . 1087600 Documentation . 110Section 8000 Packaging, Shipping, Receiving, Storage, and Handling 1118100 General 111Section 9000 Planned Engineered Lifts . 1129100 General 1129200

17、Capacity Limitations . 1129300 Lift Frequency Limitations 1129400 Inspection Frequency . 1129500 Planned Engineered Lifts for Bridge or Gantry Only . 1129600 Planned Engineered Lifts for Hoist and Trolley Only 113iiiCopyright ASME International Provided by IHS under license with ASME Not for ResaleN

18、o reproduction or networking permitted without license from IHS-,-,-9700 Required Interlocks or Stops 1139800 Load Testing Requirements . 1139900 Crane Wheel Loads 113Figures4153.3-1 Typical Four-Wheel Trolley Model for Seismic Analysis 184153.3-2 Typical Four-Wheel Overhead Crane Model for Seismic

19、Analysis 184153.3-3 Typical Four-Wheel Gantry Crane Model for Seismic Analysis . 194153.3-4 Typical Four-Wheel Semi-Gantry Crane Model for Seismic Analysis 194160-1 Runway Rail Alignment Tolerance 255411.5-1 Drum Shell Design . 445413.1-1 Allowable Yield Stress, say485416.1-1 Typical Hoist Machinery

20、 Arrangement With Emergency Brake . 505416.1-2 Typical Hoist Machinery Arrangement With Redundant Gear Reducersand Brakes . 515416.1-3 Typical Redundant-Hoist Machinery Arrangement . 525420-1 Single-Failure-Proof Reeving Example . 535420-2 Single and Double Reeving . 545426-1 Drum Fleet Angle 565426

21、-2 Sheave Fleet Angle . 565427.1-1 Proportions for 24:1 Sheave-to-Rope Ratio . 575427.1-2 Proportions for 30:1 Sheave-to-Rope Ratio . 585430-1 Arrangement of Crane Trolley Drives . 595440-1 Arrangement of Crane Bridge Drives . 615440-2 Arrangement of Polar Cranes . 625452.4-1 Minimum Flange Widths a

22、nd Heights 655459.3-1 Power or Control Circuit Limit Switch With Geared Upper LimitSwitch . 705459.3-2 Power or Control Circuit Limit Switch 715474-1 Allowable Bending Stress . 725474-2 Allowable Tension or Compression Stress . 735474-3 Allowable Shear Stress . 745477-1 Typical Hook Cross-Section .

23、755477-2 Fish Hook Configuration . 765477-3 Equivalent Section 775477-4 Sister Hook Without a Pinhole 785477-5 Sister Hook With a Pinhole . 786472.2-1 KaFactors for AC and Adjustable Voltage DC Motors (Without FieldWeakening) 926472.2-2 Typical Polar Crane 936473-1 Typical Characteristic Curves for

24、AC Wound Rotor Motors (Examplesfor 0.75 Per Unit Horsepower and 20% Total Resistance) 967521.2-1 Inspection for Wheel Wear 109Tables4153.6-1 Boundary Conditions: Trolley Wheels to Trolley Rails . 214153.6-2 Boundary Conditions: Bridge Wheels to Crane Runway Rails 214211-1 Acceptable Materials and Re

25、ference Properties for StructuralComponents . 264212-1 Required CvEnergy Values for Structural Materials (Except Bolting) . 274221-1 Acceptable Fastener Materials for Structural Connections forTypes I and II Cranes 274221-2 Fastener Materials That May Be Galvanized . 284222-1 CvEnergy Values for Fas

26、tener Materials 284232-1 Test Temperature for Filler Metal Charpy V-Notch Impact TestsWith 20 ft-lb Average Energy . 294251.5-1 Exemptions to Mandatory Postweld Heat Treatment . 304311-1 Maximum Allowable Stresses in Structural Steel Members . 31ivCopyright ASME International Provided by IHS under l

27、icense with ASME Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-4315-1 Allowable Stresses for Bolts Other Than ASTM A 325 or A 490 314332.1-1 Value of the Buckling Coefficients, KH9268and KH9270, for Plates Supported atTheir Four Edges 345331.1-1 Rated Load Recomm

28、ended Hoist Speeds 435332.1-1 Rated Load Recommended Trolley Speeds 435333.1-1 Rated Load Recommended Bridge Speeds 445413.1-1 Gearing Allowable Stresses . 475413.1-2 Load Distribution R Factors 485415.1-1 Load Combinations Hoist Drive Shafting . 495452.3-1 Allowable Wheel Loads for Rim-Toughened Cr

29、ane Wheels, P, lb, forSpeed Factor p 1 645452.3-2 Speed Factor for Determining Allowable Maximum Wheel Load . 645452.4-1 Guide for Wheel Flange Width and Height 665453.1-1 Load Combinations Bridge and Trolley Axles 665454.1-1 Deflections . 676472.2-1 Overall Friction Factors (Antifriction Bearings)

30、906472.2-2 Suggested Acceleration Rates for AC or AV Travel Drives . 916472.2-3 Suggested Maximum Acceleration Rates 916472.3-1 Duty Classes . 947210-1 Required Inspections or Tests Type I . 1007210-2 Required Inspections or Tests Type II 1038000-1 Applicable Requirements of ASME NQA-1, Part II, Sub

31、part 2.2, WithModifications of 8000 111Mandatory AppendixI Additional Requirements . 115Nonmandatory AppendicesA Recommended Practices 118B Commentary . 123C NUREG-0554/ASME NOG-1 Conformance Matrix 129vCopyright ASME International Provided by IHS under license with ASME Not for ResaleNo reproductio

32、n or networking permitted without license from IHS-,-,-FOREWORDThe Committee on Cranes for Nuclear Power Plants was first established in 1976. In 1980 thename and scope of the Committee were revised from the Committee on Cranes for Nuclear PowerPlants to the Committee on Cranes for Nuclear Facilitie

33、s. This Standard was developed underprocedures accredited as meeting the criteria for American National Standards. The Standardscommittee that approved the Standard was balanced to ensure that individuals from competentand concerned interests have had an opportunity to participate.This Standard or p

34、ortions thereof can be applied to cranes at facilities other than nuclear, whereenhanced crane safety may be required, and can be provided by means of either single-failure-proof features or a seismic design.Suggestions for improvement as gained in the use of this Standard are welcome. They shouldbe

35、 sent to the Secretary, ASME Committee on Cranes for Nuclear Facilities, The American Societyof Mechanical Engineers, Three Park Avenue, New York, NY 10016-5990.The first edition of NOG-1 was approved in 1983, the second in 1989, the third in 1995, thefourth in 1998, and the fifth in 2002. This 2010

36、 edition contains the revisions made since the 2004edition; most significant of these is the addition of Nonmandatory Appendix C, which indicateswhere and how ASME NOG-1 conforms to NUREG-0554. ASME NOG-12010 received ANSIapproval on February 16, 2010.viCopyright ASME International Provided by IHS u

37、nder license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASME COMMITTEE ON CRANES FOR NUCLEAR FACILITIES(The following is the roster of the Committee at the time of approval of this Standard.)STANDARDS COMMITTEE OFFICERST. V. Vine, ChairB. P. Lytle, V

38、ice ChairM. L. Vazquez, SecretarySTANDARDS COMMITTEE PERSONNELB. K. Barber, Navy Crane CenterS. W. Butler, ATK Launch SystemsM. B. Fitzsimmons, Constellation Energy GroupJ. N. Fowler, Entergy Nuclear SouthL. C. Fraser, Northrop Grumman ShipbuildingR. D. Hagler, Pacific Gas however, legible, handwrit

39、-ten inquiries will be considered. It shall include the name, mailing address, and telephone numberof the inquirer and be mailed to the following address:SecretaryASME Committee on Cranes for NuclearFacilitiesNuclear DepartmentThree Park AvenueNew York, NY 10016viiiCopyright ASME International Provi

40、ded by IHS under license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASME NOG-12010SUMMARY OF CHANGESFollowing approval by the ASME Committee on Cranes for Nuclear Facilities and ASME, andafter public review, ASME NOG-12010 was approved by the America

41、n National StandardsInstitute on February 16, 2010.ASME NOG-12010 includes the following changes identified by a margin note, (10).Page Location Change210 1146 Added1150 (1) hook, dual load path; load hangup; andtwo-blocking added(2) load, rated revised1160 (1) Publishers addresses updated(2) ASTM D

42、 660, D 714, and D 772added(3) NFPA 70 revised1190 Added12 3210(c) Revised3220(c) Revised1424 4120 (1) Peand Pereplaced by Peoand Pes,respectively(2) Plhand Ptbadded(3) R revised(4) SRideleted(5) For H9258, cross-reference corrected byerrata4132(d) Second paragraph revised4133 Revised in its entiret

43、y4136 Subparagraphs (a) and (b) revised4140 Revised in its entirety4151 Revised4153.1 Revised4153.3 Revised in its entiretyFig. 4153.3-1 AddedFig. 4153.3-2 AddedFig. 4153.3-3 AddedFig. 4153.3-4 Added4153.5 Revised in its entirety4153.6 RevisedTable 4153.6-1 AddedixCopyright ASME International Provid

44、ed by IHS under license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-Page Location ChangeTable 4153.6-2 Added4153.7 (1) Revised in its entirety(2) Table 4153.7-1 deleted4153.10 (1) First paragraph revised(2) In subparagraph (b)(2), third equationrevise

45、d(3) In subparagraph (b)(3), fourthequation revised(4) Subparagraph (c) revised4154 First paragraph revised4154.1 Cross-reference revised4154.3 (1) Revised(2) Fig. 4154.3-1 deleted(3) Table 4154.3-1 deleted26 Table 4211-1 Revised in its entirety27 Table 4221-1 Revised in its entirety29 4251.4(a)(4)

46、Revised39, 40 5121 Revised in its entirety5122 Revised5131(c) Added5162 Revised5163 Revised5164 Revised5165 Title revised42 5321 Revised in its entirety5322.2 Revised5322.3 Added5323.2 Revised5323.3 Added43 5331.1(b) Revised5332.1(b) Revised5333.1(b) Revised44 Fig. 5411.5-1 Fig. 5411.5(c)-1 redesign

47、ated4549 5413.1 Revised in its entiretyTable 5413.1-1 Table 5413.1(e)-1 redesignated5414.2 Revised in its entirety5416.1 Revised in its entiretyFig. 5413.1-1 Fig. 5413.1(e)-1 redesignatedTable 5413.1-2 Table 5413.1(f)-1 redesignated5420(a)(1)(b) RevisedxCopyright ASME International Provided by IHS u

48、nder license with ASME Not for ResaleNo reproduction or networking permitted without license from IHS-,-,-Page Location Change50 Fig. 5416.1-1 Title and illustration revised51 Fig. 5416.1-2 (1) Title revised(2) Second illustration deleted52 Fig. 5416.1-3 Added53 5420(a)(1)(c) Added55 5422.1(c) Added5425.1(b)(5) Added56 5428.1 Revised in its entirety5428.4 Added59 Fig. 5430-1 Fig. 5430(a)-1 redesignated60 5440(a) First paragraph revised61 Fig. 5440-1 Fig. 5440(a)-1 redesignated62 Fig. 5440-2 Fig. 5440(a)-2 redesignated66 Table 5453.1-1 Table 54