ANSI ASME NOG-1-2015 Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge Multiple Girder).pdf
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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
3、 the ASME Web site under the Committee Pages athttp:/cstools.asme.org/ as they are issued.Errata to codes and standards may be posted on the ASME Web site under the Committee Pages toprovide corrections to incorrectly published items, or to correct typographical or grammatical errorsin codes and sta
4、ndards. Such errata shall be used on the date posted.The Committee Pages can be found at http:/cstools.asme.org/. There is an option available toautomatically receive an e-mail notification when errata are posted to a particular code or standard.This option can be found on the appropriate Committee
5、Page after selecting “Errata” in the “PublicationInformation” section.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 for American NationalStandards. The Standards Committee that
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,
8、 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 validity of any such patent rights, and the risk of infringemen
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
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