ANSI ASME HRT-1-2016 Rules for Hoisting Rigging and Transporting Equipment for Nuclear Facilities.pdf

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1、AN AMERICAN NATIONAL STANDARD ASME HRT-12016Rules for Hoisting, Rigging, and Transporting Equipment forNuclear FacilitiesASME HRT-1 201 6R ules for Hoisting,Rigging, andTransportingEquipment forNuclear FacilitiesAN AMERICAN NATIONAL STANDARDxDate of Issuance: June 24, 2016This Standard will be revis

2、ed when the Society approves the issuance of a new edition.ASME issues written replies to inquiries concerning interpretations of technical aspects of this Standard. Interpretationsare published on the ASME Web site under the Committee Pages at http:/cstools.asme.org/ as they are issued.Errata to co

3、des and standards may be posted on the ASME Web site under the Committee Pages to provide corrections toincorrectly published items, or to correct typographical or grammatical errors in codes and standards. Such errata shall beused on the date posted.The Committee Pages can be found at http:/cstools

4、.asme.org/. There is an option available to automatically receive an e-mail notification when errata are posted to a particular code or standard. This option can be found on the appropriateCommittee Page after selecting “Errata” in the “Publication Information” section.ASME is the registered tradema

5、rk of The American Society of Mechanical Engineers.This code or standard was developed under procedures accredited as meeting the criteria for American National Standards. TheStandards Committee that approved the code or standard was balanced to assure that individuals from competent and concernedin

6、terests have had an opportunity to participate. The proposed code or standard was made available for public review and commentthat provides an opportunity for additional public input from industry, academia, regulatory agencies, and the public-at-large.ASME does not “approve, ” “rate, ” or “endorse”

7、 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 any items mentioned inthis document, and does not undertake to insure anyone utilizing a standard against liability for infringement

8、of any applicable letterspatent, nor assumes any such liability. Users of a code or standard are expressly advised that determination of the validity of any suchpatent rights, and the risk of infringement of such rights, is entirely their own responsibility.Participation by federal agency representa

9、tive(s) or person(s) affiliated with industry is not to be interpreted as government orindustry endorsement of this code or standard.ASME accepts responsibility for only those interpretations of this document issued in accordance with the established ASMEprocedures and policies, which precludes the

10、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 American Society of Mechanical EngineersTwo Park Avenue, New York, NY 10016-5990Copyright 2016 by

11、THE AMERICAN SOCIETY OF MECHANICAL ENGINEERSAll rights reservedPrinted in U.S.A.CONTENTSForeword . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ivPreparation of Technical Inquiries to the Committee on Cr

12、anes for Nuclear Facilities . . . . . . . . . . . . . . . . . vCommittee Roster . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . vi1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

13、 . . . . . . . . . . . . . . . . . . . . . . . . . . 12 General Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 Types of Handling Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

14、. . . . . . . 34 Design Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45 Acceptance Criteria for Manufactured Handling Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . 66 Testing, Inspection, and Maintenance .

15、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77 Control of the Use of Handling Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 Qualifications of Personnel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

16、 . . . . . . . . . . . . . . . . . . . 99 Records . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9iiiFOREWORDThis Standard, ASME HRT-1, provides requirements for the design and use of hoisting, rigging, and transpor

17、tingequipment used in the delivery of nuclear facility components to a nuclear facilitys point of receipt and the handlingof such components until the start of the facilitys operating phase, defined as the point of initial fuel load. The require-ments of ASME HRT-1 may also be extended to the design

18、 and use of hoisting, rigging, and transporting equipment formodifications at operating nuclear facilities.Requirements for hoisting, rigging, and transporting equipment used in the construction phase of a nuclear power plantwere originally published in 1981 as ANSI/ASME N45.2.15, and, since 1994, h

19、ave been maintained by ASME as Subpart2.15 of ASME NQA-1. The ASME Committee on Cranes for Nuclear Facilities has rewritten that Subpart to create this firstedition of ASME HRT-1. This Standard replaces ASME NQA-1, Subpart 2.15.Following approval by the ASME Committee on Cranes for Nuclear Facilitie

20、s and ASME, and after public review, ASMEHRT-1 was approved by the American National Standards Institute on April 12, 2016.ivPREPARATION OF TE CHNICAL INQUIRIES TO THE COMMITTEEON CRANES FOR NUCLEAR FACILITIESIntroduction. The ASME Committee on Cranes for Nuclear Facilities (CNF) will consider writt

21、en requests for inter-pretations and revisions to CNF Standards and develop new requirements if dictated by technological development. TheCommittees activities in this regard are limited strictly to interpretations of the requirements or to consideration ofrevisions to the present Standard on the ba

22、sis of new data or technology. As a matter of published policy, ASME does not“approve, ” “certify, ” “rate, ” or “endorse” any item, construction, proprietary device, or activity, and, accordingly, inquiriesrequiring such consideration will be returned. Moreover, ASME does not act as a consultant on

23、 specific engineeringproblems or on the general application or understanding of the Standard requirements. If, based on the inquiry informa-tion submitted, it is the opinion of the Committee that the inquirer should seek assistance, the inquiry will be returnedwith the recommendation that such assis

24、tance be obtained.All inquiries that do not provide the information needed for the Committees full understanding will be returned.Inquiry Format. Inquiries shall be limited strictly to interpretations of the requirements or to the consideration ofrevisions to the present Standard on the basis of new

25、 data or technology.Requests for interpretation shall be submitted through the Interpretation Submittal Form found athttp:/go.asme.org/InterpretationRequest.vASME COMMITTEEON CRANES FOR NUCLEAR FACILITIES(The following is the roster of the Committee at the time of approval of this Standard.)STANDARD

26、S COMMITTEE OFFICERSA. S. Kureck, ChairS. N. Parkhurst, Vice ChairG. M. Ray, Vice ChairL. T. Powers, SecretarySTANDARDS COMMITTEE PERSONNELB. K. Barber, Norfolk Naval ShipyardS. T. Nguyen, Alternate, Norfolk Naval ShipyardS. W. Butler, U.S. Air ForceT. Finnegan, Lockheed Martin Space Systems Co.A. D

27、. Reisner, Alternate, Lockheed Martin Space Systems Co.M. B. Fitzsimmons, Constellation Energy GroupJ. N. Fowler, DP Engineering Ltd. Co.L. C. Fraser, Newport News ShipbuildingL. S. Gibbs, Southern NuclearW. A. Horwath, Whiting Corp.D. Weber, Alternate, Whiting Corp.S. Huffard, URS Corp.S. R. Jones,

28、 U.S. Nuclear Regulatory CommissionJ. F. Knight, Bechtel Marine Propulsion Corp.J. Konop, PaR Systems, Inc.J. B. Kriner, Beckman its critical impact on the sche-dule; or its potential to harm personnel or damage thefacility should handling mishap occur.1.5 ReferencesThe following is a list of codes

29、and standards referencedin this Standard. These codes and standards apply to theextent invoked at the point of reference. Unless otherwisenoted, the most recent edition applies.ACI 318, Building Code Requirements for StructuralConcrete and CommentaryPublisher: American Concrete Institute (ACI), 3880

30、0Country Club Drive, Farmington Hills, MI 48331(www.concrete.org)AISC 303, Code of Standard Practice for Buildings andBridgesAISC 325, Steel Construction Manual, 14th Ed.ANSI/AISC 360, Specification for Structural SteelBuildingsPublisher: American Institute of Steel Construction (AISC),1 East Wacker

31、 Drive, Suite 700, Chicago, IL 60601(www.aisc.org)ANSI/AGMA 2001-C95, Fundamental Rating Factors andCalculation Methods for Involute Spur and Helical GearTeethANSI/AGMA 9005-E02, Industrial Gear LubricationPublisher: American Gear Manufacturers Association(AGMA), 1001 North Fairfax Street, Suite 500

32、,Alexandria, VA 22314 (www.agma.org)ANSI/ASSE A10.5-2013, Safety Requirements for MaterialHoistsPublisher: The American Society of Safety Engineers(ASSE), 520 N. Northwest Hwy, Park Ridge, IL 60068(www.asse.org)ANSI N14.6-1993, Radioactive Materials Special LiftingDevices for Shipping Containers Wei

33、ghing 10 000Pounds (4500 kg) or MorePublisher: American National Standards Institute (ANSI),25 West 43rd Street, New York, NY 10036(www.ansi.org)ASCE/SEI 7, Minimum Design Loads for Buildings andOther StructuresPublisher: American Society of Civil Engineers (ASCE),1801 Alexander Bell Drive, Reston,

34、VA 20191(www.asce.org)ASME B30.2, Overhead and Gantry Cranes (Top RunningBridge, Single or Multiple Girder, Top Running TrolleyHoist)ASME B30.10, HooksASME B30.20, Below-the-Hook Lifting DevicesASME BTH-1, Design of Below-the-Hook Lifting DevicesASME NOG-1, Rules for Construction of Overhead andGant

35、ry Cranes (Top Running Bridge, Multiple Girder)ASME NQA-1, Quality Assurance Requirements forNuclear Facility ApplicationsASME NUM-1, Rules for Construction of Cranes, Monorails,and Hoists (With Bridge or Trolley or Hoist of theUnderhung Type)Publisher: The American Society for MechanicalEngineers,

36、Two Park Avenue, New York, NY 10016(www.asme.org)ASNT CP-189, Qualification and Certification ofNondestructive Testing PersonnelASNT SNT- TC-1A, 2011, Recommended Practice forPersonnel Qualification and Certification inNondestructive TestingPublisher: American Society for Nondestructive Testing(ASNT

37、), 1711 Arlingate Lane, P.O. Box 28518,Columbus, OH 43228 (www.asnt.org)AWS D1.1/D1.1M:2010, Structural Welding Code SteelAWS D1.2/D1.2M:2003, Structural Welding Code AluminumAWS D1.6/D1.6M:2007, Structural Welding Code Stainless SteelAWS D14.1/D14.1M:2005, Specification for Welding ofIndustrial and

38、 Mill Cranes and Other MaterialHandling EquipmentPublisher: American Welding Society (AWS), 8669 NW 36Street, No. 130, Miami, FL 33166 (www.aws.org)CMAA Specification No. 70, Specifications for Top RunningBridge and Gantry Type Multiple Girder ElectricOverhead Traveling CranesCMAA Specification No.

39、74, Specifications for Top Runningand Under Running Single Girder Electric OverheadTraveling Cranes Utilizing Under Running Trolley HoistPublisher: Crane Manufacturers Association of America,Inc. (CMAA), 8720 Red Oak Boulevard, Charlotte, NC28217 (www.mhi.org/cmaa)ISO 9712, Non-destructive testing Q

40、ualification andcertification of NDT personnelPublisher: International Organization for Standardization(ISO), Central Secretariat, Chemin de Blandonnet 8, CasePostale 401, 1214 Vernier, Geneva, Switzerland(www.iso.org)NFPA 70-2011, National Electric Code (NEC)Publisher: National Fire Protection Asso

41、ciation (NFPA),1 Batterymarch Park, Quincy, MA 02169(www.nfpa.org)Timber Construction ManualASME HRT-120162Publisher: American Institute of Timber Construction(AITC), 7012 S. Revere Parkway, Suite 140,Centennial, CO 80112 (www.aitc-glulam.org)2 GENERAL REQUIREMENTSUse of permanent facility handling

42、equipment forconstruction load handling is permitted only if authorizedby the facility owner and conducted in accordance with theowners requirements. If load-handling equipment is usedduring construction, when temporary use is completed,conditions of temporary use shall be evaluated toverify that th

43、e load-handling equipment continues tosatisfy the specified requirements for its permanentintended use; the evaluation shall include an estimateof the number of load cycles. After construction useand prior to release for permanent operations, the perma-nent facility handling equipment shall be resto

44、red to itsdesign configuration, and the facility handling equipmentused for construction load handling shall be inspected andtested as specified in a procedure. The total load cyclesused during construction shall be included in thefatigue evaluations for the permanent facility handlingequipment.The

45、provisions of this Standard may be used for otherthan construction activities, including modifications andconstruction activities at operating facilities, when speci-fied in contract documents.Where this Standard references the use of consensusstandards, they shall include the applicable requirement

46、sof the ASME B30 safety standards; ASME BTH-1, ASMENOG-1, and ASME NUM-1, or CMAA 70 and CMAA 74;and ANSI/ASSE A10.5.2.1 Planning and ProceduresPlanning, procedures, and instructions shall containdetails such as weights, sling locations, center ofgravity, ground (or floor) and support loading,method

47、s of attachment, operating speeds, environmentalconditions, and other pertinent features to be consideredas necessary for safe handling. Planning shall provide forcompliance with applicable federal, state, and localregulations.2.2 Classification of Items HandledThe requirements for activities are ba

48、sed on classifyingthe items into three categories according to their impor-tant physical characteristics. It is recognized that withinthe scope of each category there may be a range ofcontrols, and that the need for, and extent of, detailedhandling requirements for an item is dependent on theimporta

49、nce of the item to safe, reliable operation ofthe facility and the complexity of the operation.Pertinent manufacturers requirements shall be consid-ered when classifying the items. Items for which handlingactivities are covered by this Standard shall be classifiedinto one of the three categories described in paras. 2.2.1through 2.2.3 . An item shall not be reclassified to a lowerstatus without approval by the responsible organizationthat assigned the original category.2.2.1 Ca tegory A. Items classified in Category A arethose that require specially selected equipment no