1、AN AMERICAN NATIONAL STANDARDASME NOG-12015(Revision of ASME NOG-12010)Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge, Multiple Girder)ASME NOG-12015(Revision of ASME NOG-12010)Rules for Constructionof Overhead andGantry Cranes(Top Running Bridge,Multiple Girder)AN AMERICAN
2、 NATIONAL STANDARDTwo Park Avenue New York, NY 10016 USADate of Issuance: February 20, 2015The next edition of this Standard is scheduled for publication in 2020.ASME issues written replies to inquiries concerning interpretations of technical aspects of thisStandard. Interpretations are published on
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6、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 an opportunity for additional public input from industry, ac
7、ademia,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 asserted in connection with anyitems mentioned in this document,
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9、t 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 responsibility for only those interpretations of this docu
10、ment 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,without the prior written permission of the publisher.The A
11、merican Society of Mechanical EngineersTwo Park Avenue, New York, NY 10016-5990Copyright 2015 byTHE AMERICAN SOCIETY OF MECHANICAL ENGINEERSAll rights reservedPrinted in U.S.A.CONTENTSForeword viCommittee Roster . viiPreparation of Technical Inquiries to the Committee on Cranes for Nuclear Facilitie
12、s viiiSummary of Changes ixSection 1000 Introduction . 11100 General 1Section 2000 Quality Assurance . 112100 Requirements 11Section 3000 Coatings and Finishes 123100 Coating Service Levels . 123200 Specific Requirements for Coating Service Levels 12Section 4000 Requirements for Structural Component
13、s 144100 General 144200 Materials and Connections . 244300 Design Criteria . 304400 Component Design . 35Section 5000 Mechanical 395100 General 395200 Materials . 425300 Design and Performance Criteria . 425400 Component Design . 445500 Miscellaneous 81Section 6000 Electrical Components 836100 Gener
14、al 836200 Wiring Materials and Methods (Types I, II, and III Cranes) 846300 Performance Specifications (Types I, II, and III Cranes) 856400 Component Selection (Types I, II, and III Cranes) 866500 Electrical Equipment Testing Requirements (Types I, II, and IIICranes) 100Section 7000 Inspection and T
15、esting . 1017100 Tests and Acceptance Criteria . 1017200 Manufacturing . 1027300 Receipt and Storage Requirements for Storage Facility and/or Site . 1077400 Site 1087500 Qualification for Permanent Plant Service . 1117600 Documentation . 113Section 8000 Packaging, Shipping, Receiving, Storage, and H
16、andling 1148100 General 114Section 9000 Planned Engineered Lifts . 1159100 General 1159200 Capacity Limitations . 1159300 Lift Frequency Limitations 1159400 Inspection Frequency . 1159500 Planned Engineered Lifts for Bridge or Gantry Only . 1159600 Planned Engineered Lifts for Hoist and Trolley Only
17、 116iii9700 Required Interlocks or Stops 1169800 Load Testing Requirements . 1169900 Crane Wheel Loads 116Figures4153.3-1 Typical Four-Wheel Trolley Model for Seismic Analysis 184153.3-2 Typical Four-Wheel Overhead Crane Model for Seismic Analysis 184153.3-3 Typical Four-Wheel Gantry Crane Model for
18、 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 . 465413.1-1 Allowable Yield Stress, say485416.1-1 Typical Hoist Machinery Arrangement With Emergency Brake . 525416.1-2 Typical Hoist
19、Machinery Arrangement With Redundant Gear Reducersand Brakes . 535416.1-3 Typical Redundant-Hoist Machinery Arrangement . 545420-1 Single-Failure-Proof Reeving Example . 555420-2 Single and Double Reeving . 565426.1-1 Drum Fleet Angle 575426.1-2 Sheave Fleet Angle . 585427.1-1 Proportions for 24:1 S
20、heave-to-Rope Ratio . 595427.1-2 Proportions for 30:1 Sheave-to-Rope Ratio . 605430-1 Arrangement of Crane Trolley Drives . 615440-1 Arrangement of Crane Bridge Drives . 635440-2 Arrangement of Polar Cranes . 645452.4-1 Minimum Flange Widths and Heights 685459.3-1 Power or Control Circuit Limit Swit
21、ch With Geared Upper LimitSwitch . 735459.3-2 Power or Control Circuit Limit Switch 735474-1 Allowable Bending Stress . 755474-2 Allowable Tension or Compression Stress . 765474-3 Allowable Shear Stress . 775477-1 Typical Hook Cross-Section . 785477-2 Fish Hook Configuration . 785477-3 Equivalent Se
22、ction 795477-4 Sister Hook Without a Pinhole 805477-5 Sister Hook With a Pinhole . 806472.2-1 KaFactors for AC and Adjustable Voltage DC Motors (Without FieldWeakening) 956472.2-2 Typical Polar Crane 966473-1 Typical Characteristic Curves for AC Wound Rotor Motors (Examplesfor 0.75 per Unit Horsepow
23、er and 20% Total Resistance) 997521.2-1 Inspection for Wheel Wear 112Tables4153.6-1 Boundary Conditions: Trolley Wheels to Trolley Rails . 214153.6-2 Boundary Conditions: Bridge Wheels to Crane Runway Rails 214211-1 Acceptable Materials and Reference Properties for StructuralComponents . 264212-1 Re
24、quired 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 Fastener Materials 284232-1 Test Temperature for Filler Meta
25、l Charpy V-Notch Impact TestsWith 20 ft-lb Average Energy . 284251.5-1 Exemptions to Mandatory Postweld Heat Treatment . 294311-1 Maximum Allowable Stresses in Structural Steel Members . 31iv4315-1 Allowable Stresses for Bolts Other Than ASTM A325 or ASTM A490 . 314332.1-1 Value of the Buckling Coef
26、ficients, KH9268and KH9270, for Plates Supported atTheir Four Edges 345331.1-1 Rated Load Recommended Hoist Speeds 435332.1-1 Rated Load Recommended Trolley Speeds 445333.1-1 Rated Load Recommended Bridge Speeds 445413.1-1 Gearing Allowable Stresses . 495413.1-2 Load Distribution R Factors 495415.1-
27、1 Load Combinations Hoist Drive Shafting . 515452.3-1 Allowable Wheel Loads for Rim-Toughened Crane Wheels, P, lb, forSpeed Factor p 1 675452.3-2 Speed Factor for Determining Allowable Maximum Wheel Load . 675452.4-1 Guide for Wheel Flange Width and Height 695453.1-1 Load Combinations Bridge and Tro
28、lley Axles 695454.1-1 Deflections . 696472.2-1 Overall Friction Factors (Antifriction Bearings) 936472.2-2 Suggested Acceleration Rates for AC or AV Travel Drives . 946472.2-3 Suggested Maximum Acceleration Rates 946472.3-1 Duty Classes . 977210-1 Required Inspections or Tests Type I . 1037210-2 Req
29、uired Inspections or Tests Type II 1068100-1 Applicable Requirements of ASME NQA-1, Part II, Subpart 2.2, WithModifications of 8000 114Mandatory AppendicesI Additional Requirements . 117II Criteria Required for Structural Qualification of an Existing CraneBridge for Use With an ASME NOG-1 Type I Hoi
30、st and Trolley . 120Nonmandatory AppendicesA Recommended Practices 125B Commentary . 130C NUREG-0554/ASME NOG-1 Conformance Matrix 136vFOREWORDThe 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 o
31、n Cranes for Nuclear PowerPlants to the Committee on Cranes for Nuclear Facilities. 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 competent
32、and concerned interests have had an opportunity to participate.This Standard or portions 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
33、 for improvement as gained in the use of this Standard are welcome. They shouldbe sent to the Secretary, ASME Committee on Cranes for Nuclear Facilities, The American Societyof Mechanical Engineers, Two Park Avenue, New York, NY 10016-5990.The first edition of NOG-1 was approved in 1983, the second
34、in 1989, the third in 1995, thefourth in 1998, the fifth in 2002, and the sixth in 2004. This 2014 edition contains the revisionsmade since the 2010 edition; most significant of these is the addition of Mandatory Appendix IIon criteria required for structural qualification of an existing crane bridg
35、e for use with an ASMENOG-1 Type I hoist and trolley. Mandatory Appendix II parallels the U.S. Nuclear RegulatoryCommissions guidance for modification of existing cranes for compliance with NUREG-0554,as presented in NUREG-0612 Nonmandatory Appendix C. ASME NOG-12015 received ANSIapproval on January
36、 8, 2015.viASME COMMITTEE ON CRANES FOR NUCLEAR FACILITIES(The following is the roster of the Committee at the time of approval of this Standard.)STANDARDS COMMITTEE OFFICERSA. S. Kureck, ChairS. Parkhurst, Vice ChairG. M. Ray, Vice ChairL. Powers, SecretarySTANDARDS COMMITTEE PERSONNELB. K. Barber,
37、 Navy Crane CenterS. W. Butler, Kennecott Utah CopperT. Finnegan, Lockheed Martin Space SystemsA. Reisner, Alternate, Lockheed Martin Space SystemsM. B. Fitzsimmons, Constellation Energy GroupJ. N. Fowler, DP Engineering Ltd. Co.L. C. Fraser, Newport News ShipbuildingW. A. Horwath, Whiting Corp.D. W
38、eber, Alternate, Whiting Corp.S. Huffard, URS Corp.S. R. Jones, U.S. Nuclear Regulatory CommissionJ. Knight, Bechtel Marine Propulsion Corp.J. Konop, PaR SystemsJ. B. Kriner, Beckman however, legible, handwrit-ten inquiries will be considered. It shall include the name, mailing address, and telephon
39、e numberof the inquirer and be mailed to the following address:SecretaryASME Committee on Cranes for NuclearFacilitiesNuclear DepartmentTwo Park AvenueNew York, NY 10016viiiASME NOG-12015SUMMARY OF CHANGESFollowing approval by the ASME Committee on Cranes for Nuclear Facilities and ASME, andafter pu
40、blic review, ASME NOG-12015 was approved by the American National StandardsInstitute on January 8, 2015.ASME NOG-12015 includes the following changes identified by a margin note, (15).Page Location Change8, 9 1160 Updated14 4110 Revised4120 Nomenclature of Pvirevised33 4332.1 Equations under “Design
41、 Factor DFB”revised34, 35 4341 (1) First paragraph revised(2) Original second paragraph deleted4342 Revised4345 First paragraph and subpara. (a) revised39 5100 Paragraph added40 5161 Nomenclature revised in its entirety42 5210 Revised in its entirety43 Table 5331.1-1 First column head revised4446 Ta
42、ble 5332.1-1 First column head revisedTable 5333.1-1 First column head revised5411.3 Revised in its entirety5411.5 Revised in its entiretyFig. 5411.5-1 Revised in its entirety5411.7 (1) Subparagraph (b) revised(2) Subparagraph (c) deleted51 Table 5415.1-1 (1) Penultimate column and Note (2)revised(2
43、) Note (4) added55, 57, 58, 60, 62 5423.1 Subparagraph (c)(9) added5427.1 First paragraph revised5430 Subparagraph (a)(6) revised59 Fig. 5427.1-1 (1) Revised(2) General Notes added60 Fig. 5427.1-2 (1) Revised(2) General Notes added61 Fig. 5430-1 A-4 Drive illustration revisedixPage Location Change62
44、, 65 5440 Subparagraph (a)(4) revised63 Fig. 5440-1 A-4 Drive illustration revised65 5451.1 (1) Subparagraph (a) revised(2) Last sentence in subpara. (b) deleted87 6415.1 Subparagraph (c) added89, 90 6422.1 Subparagraph (e) added6422.2 Last paragraph added91 6441 (1) Revised in its entirety(2) Parag
45、raph 6441.1 added92 6444 Revised in its entirety93, 94 6472.2 Last sentence added to definition of Kanomenclature in subpara. (c)98 6473 First sentence, eq. (12), and definition ofD revised102 7240 Subparagraph (l) revised104 Table 7210-1 Third entry in first column revised111 7423 Subparagraph (b)(
46、3) revised112, 113 7521.3 Subparagraph (b)(12) added118 I-5111 Added120124 Mandatory Appendix II Added142 NUREG-0554/ASME (1) Last entry in fourth column revisedNOG-1 Conformance (2) Last entry in last column deletedMatrixxASME NOG-12015RULES FOR CONSTRUCTION OF OVERHEAD ANDGANTRY CRANES(TOP RUNNING
47、 BRIDGE, MULTIPLE GIRDER)Section 1000Introduction1100 GENERALCranes covered under this Standard shall be designedin accordance with the Standards requirements, but notnecessarily with its recommendations. The word shall isused to denote a requirement, the word should is usedto denote a recommendatio
48、n, and the word may is usedto denote permission, which is neither a requirementnor a recommendation.1110 ScopeThis Standard covers electric overhead and gantrymultiple girder cranes with top running bridge and trol-ley used at nuclear facilities and components of cranesat nuclear facilities.1120 App
49、licationsThis Standard applies to the design, manufacture, test-ing, inspection, shipment, storage, and erection of thecranes covered by this Standard.1130 ResponsibilityThe cranes covered by this Standard are classifiedinto three types (see para. 1150, Definitions, crane, Type),depending upon crane location and usage of the craneat a nuclear facility.The owner shall be responsible for determining andspecifying the crane type. The owner shall also beresponsible for determining and specifying the environ-mental conditions of service, performance requirements,type
