ASME TR A17 1-8 4-2013 Guide for Elevator Seismic Design《电梯抗震设计指南》.pdf

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1、Guide for Elevator Seismic DesignASME TR A17.1-8.42013(Technical Report)ASME TR A17.1-8.42013Guide for Elevator Seismic Design(Technical Report)Date of Issuance: March 31, 2014This Technical Report will be revised when the Society approves the issuance of a new edition.ASME is the registered tradema

2、rk of The American Society of Mechanical Engineers.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 any items mentioned in this document,

3、 and does not undertake to insure anyone utilizing a standard against liability for infringement of any applicable letters patent, nor assumes any such liability. Users of a code or standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringem

4、ent of such rights, is entirely their own responsibility.Participation by federal agency representative(s) or person(s) affiliated with industry is not to be interpreted as government or industry endorsement of this code or standard.No part of this document may be reproduced in any form,in an electr

5、onic 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 2014 byTHE AMERICAN SOCIETY OF MECHANICAL ENGINEERSAll rights reservedPrinted in U.S.A.iiiCONTENTSForeword ivCommitte

6、e Roster vPart 1 Modification of ASME A17.1-2010, Section 8.4, Elevator Safety Requirements for Seismic Risk Zone 2 or Greater . 1Part 2 Derivations 13Part 3 Sample Calculations 23Figures1-2-1 Seismic Zone Map 21-3.1.2-1 Building Base Designation and Associated Variables. 42-2-1 Sample Counterweight

7、 Force Diagram 142-4.1-1 Rail Force Free Body Diagrams for A17.1/B44 172-5.1-1 Rail Force Free Body Diagrams for IBC/NBCC 193-1.5.1-1 SBC 1994, Fig. 1607.1.5B, Contour Map of Effective Peak Velocity-Related Acceleration Coefficient, Av263-3.1.4-1 A17.1/B44, Fig. 8.4.8.2-4, 22.5 kg/m (15 lb/ft) Guide

8、-Rail Bracket Spacing (Marked for Sample Calculation 3a) . 313-3.1.5-1 A17.1/B44, Fig. 2.23.4.1-1 (Marked for Sample Calculation 3a) . 323-3.2.4-1 A17.1/B44, Fig. 8.4.8.2-4, 22.5 kg/m (15 lb/ft) Guide-Rail Bracket Spacing (Marked for Sample Calculation 3b) . 353-6.1.4-1 A17.1/B44, Fig. 8.4.8.2-4, 22

9、.5 kg/m (15 lb/ft) Guide-Rail Bracket Spacing (Marked for Sample Calculation 3a) . 433-6.1.5-1 A17.1/B44, Fig. 2.23.4.1-1 (Marked for Sample Calculation 3a) . 44Tables1-3.1.3-1 Geographic Impact Comparison: IBC/NBCC Versus A17.1/B44 Seismic Zone 3 (Guide Rail) 61-3.1.3-2 Impact of IBC/NBCC Forces on

10、 Elevator Components in U.S. and Canada (Comparison of IBC/NBCC Forces to A17.1/B44 Seismic Zone 3) 111-4-1 IBC/ASCE 7 Seismic Parameters Correlation to A17.1 Zones 12Mandatory Appendix I Sample Calculation Figures 51ivFOREWORDSeismic requirements have been part of ASME A17.1/CSA B44 since 1981 with

11、 their introduction in Appendix F. A17.1/B44 seismic requirements are based on input provided from building code seismic maps and charts. Since the mid-1980s, building codes and their seismic maps and charts have undergone major modifications. These modifica-tions created difficulty for the user to

12、properly apply A17.1/B44 requirements in jurisdictions using the latest build-ing codes. This difficulty necessitated the need to realign the A17.1/B44 earthquake requirements with the latest building codes. The 2013 edition of ASME A17.1/CSA B44 introduces a completely revised Earthquake Safety Sec

13、tion 8.4, realigned with the latest building codes available at the time, IBC 2009 and NBCC 2010.In conjunction with the publication of ASME A17.1-2013/CSA B44-13, this first edition of the Guide for Elevator Seismic Design is being released. The Guide was prepared by the ASME A17.1/CSA B44 Earthqua

14、ke Safety Committee. This Guide is intended as an aid to the user to better understand the history behind the development of the latest building and elevator safety codes, the rationale behind the latest Section 8.4 revisions, and the proper application of the Section 8.4 requirements in conjunction

15、 with a jurisdictions adopted building code.Publication of this Technical Report has been approved by ASME in accordance with the Procedures for Development of ASME Technical Reports. This Guide is not an American National Standard and the material contained herein is not normative in nature. Commen

16、ts on the content of this Guide should be sent to the Secretary, A17 Standards Committee, The American Society of Mechanical Engineers, Two Park Avenue, New York, NY 10016-5990.vASME A17 ELEVATOR AND ESCALATOR COMMITTEE(The following is the roster of the Committee at the time of approval of this Tec

17、hnical Report.)STANDARDS COMMITTEE OFFICERSH. E. Peelle III, ChairJ. Coaker, Vice ChairR. A. Gregory, Vice ChairG. Burdeshaw, SecretarySTANDARDS COMMITTEE PERSONNELE. V. Baker, IUEC G. A. Kappenhagen, Schindler Elevator Corp.T. D. Barkand, U.S. Department of Labor J. W. Koshak, Elevator Safety Solut

18、ions, Inc.R. E. Baxter, Baxter Residential Elevators, LLC K. S. Lloyd, Jr., Alternate, Abell Elevator InternationalL. Bialy, Otis Elevator Co. N. B. Martin, State of OhioB. D. Black, BDBlack Codes, Inc. Z. R. McCain, Jr., McCain EngineeringD. S. Boucher, Alternate, KONE, Inc. D. McColl, Otis Canada,

19、 Inc.J. R. Brooks, Wagner Consulting Group, Inc. M. D. Morand, Alternate, Elevator IndustryG. Burdeshaw, The American Society of Mechanical Engineers Work Preservation FundR. S. Caporale, Alternate, Elevator World, Inc. H. E. Peelle III, The Peelle Co., Ltd.J. Coaker, Coaker & Co., PC A. Rehman, Sch

20、indler Elevator Corp.M. V. Farinola, Alternate, MV Farinola, Inc. S. P. Reynolds, Alternate, The Peelle Co., Ltd.J. Filippone, Port Authority of New York and New Jersey V. R. Robibero, Schindler Elevator Corp.B. D. Fox, Alternate, Fox & Sons Quality Elevator Inspection C. W. Rogler, State of Michiga

21、nC. C. Fox, Rainbow Security Control, Ltd. R. S. Seymour, Alternate, Robert L. Seymour & Associates, Inc.G. W. Gibson, George W. Gibson & Associates, Inc. J. H. Shull, J. H. Shull Engineering, LLCR. A. Gregory, Vertex Corp. H. Simpkins, Alternate, ThyssenKrupp ElevatorR. F. Hadaller, Technical Stand

22、ards & Safety Authority D. M. Stanlaske, NAESA InternationalP. Hampton, ThyssenKrupp Elevator M. Tevyaw, Alternate, Technical Standards & Safety AuthorityJ. T. Herrity, Engineering Technician VTE D. L. Turner, Davis L. Turner & Associates, LLCJ. H. Humphrey, Alternate, Port Authority of J. Varon, Al

23、ternate, GAL Manufacturing Corp. New York and New Jersey A. H. Verschell, Dwan ElevatorA. P. Juhasz, KONE, Inc. R. J. Walker, Alternate, ThyssenKrupp ElevatorD. A. Kalgren, KONE, Inc. D. A. Witham, GAL Manufacturing Corp.A17 EARTHQUAKE SAFETY COMMITTEEB. Blackaby, Chair, Otis Elevator Co. J. L. Meye

24、r, Bureau VeritasW. C. Schadrack III, Vice Chair, ThyssenKrupp Elevator W. C. Ribeiro, Schindler Elevator Corp. M. Gerson, Secretary, The American Society of A. J. Schiff, Consultant Mechanical Engineers A. J. Shelton, KONE, Inc.L. C. Barulich, International Union of Elevator Constructors M. J. Smit

25、h, Schindler Elevator Corp.G. W. Gibson, George W. Gibson & Associates, Inc. R. Taylor, Draka Elevator ProductsA. Jahn, KONE, Inc. D. A. Kalgren, Alternate, KONE, Inc.R. Lorenzo, Otis Elevator Co. R. D. Shepherd, Alternate, Otis Elevator Co.viINTENTIONALLY LEFT BLANKASME TR A17.1-8.4 20131Part 1Modi

26、fication of ASME A17.1-2010, Section 8.4, Elevator Safety Requirements for Seismic Risk Zone 2 or Greater1-1 SCOPEThis Guide provides rationale for elevator seismic force determination in Section 8.4. It details ASME A17.1 harmonization efforts with all building codes and sum-marizes the harmonizati

27、on impact on elevator design via force comparisons based on component, component mounting location, and building geographical loca-tion, and provides an International Building Code (IBC) quick reference for seismic requirements and equivalent zone force levels.1-2 INTRODUCTIONFor many years, U.S. an

28、d Canadian model build-ing codes such as the Uniform Building Code (UBC), Standard (Southern) Building Code (SBC), and National Building Code of Canada (NBCC) differentiated the force levels expected during seismic activity by zones. For example, a building in a zone 1 location was expected to see l

29、ower seismic forces than a building in a zone 2 loca-tion. A United States Geological Survey (USGS) map of the U.S. (see Fig. 1-2-1), published in the various build-ing codes, indicated the appropriate zone for any part of the country.Seismic requirements were first specified in ASME A17.1-1981, App

30、endix F. They were based on ANSI A58.1, the American National Standard Building Code Requirements for Minimum Design Loads in Buildings and Other Structures. Seismic force levels that the eleva-tor must withstand would vary based on whether the subject building was in a zone 2 or zone 3 location. Zo

31、ne 1 locations did not have elevator seismic requirements. Therefore, to determine elevator seismic forces for any part of the country, one would review the appropriate, adopted building code for that particular location, deter-mine the zone for that location from the seismic zone map used by that b

32、uilding code, and then reference the appropriate elevator forces for that zone in A17.1.In the mid-1980s, the National Earthquake Hazard Reduction Program (NEHRP) published its Recom-mended Provisions for the Development of Seismic Regulations for New Buildings with new seismic maps from the USGS. I

33、nstead of using zones, these new con-tour maps designated seismic ground motion in terms of a velocity-related coefficient, Av. The ground motion parameter, in addition to other building variables, was input into an equation to determine seismic force lev-els for building structural (buildings) and

34、nonstructural components (elevators, escalators, etc.). Throughout the late 1980s and 1990s, the model building codes Building Officials and Code Administrators International, Inc. (BOCA), UBC, SBC began adopting these new maps and variations of the NEHRP seismic force equation into their codes. In

35、Canada, the 1985 edition of NBCC discarded Canadas traditional seismic zones for seven seismic zones based on the velocity-related seismic zone parameter, Zv.With different building codes using different seismic force equations and no longer using traditional seismic zone maps, the need to properly

36、align the A17.1/B44 seis-mic requirements with the new building codes became imperative. Requirement 8.4.13, introduced in the har-monized ASME A17.1/CSA B44 2000 edition, correlated ground motion parameters (such as Avand Zv) to the tra-ditional seismic zones. Using this correlation, the A17.1/B44

37、requirements could continue to be used as written.For reference, the correlating values were as follows:(U.S.: See A17.1/B44, 8.4.13.1)Zone(s) Affected Peak Velocity Acceleration, Av0 and 1 AvH11021 0.102 0.10 H11349 AvH11021 0.203 and 4 0.20 H11349 Av(Canada: See A17.1/B44, 8.4.13.2)Zone(s) Velocit

38、y-Related Seismic Zone, Zv2 2 H11349 ZvH11021 4H11350 3 4 H11349 ZvNOTE: All future references in this Guide refer to ASME A17.1/CSA B44 unless otherwise stated.In 1994, the three U.S. model building codes Interna-tional Conference of Building Officials (ICBO), BOCA, and Southern Building Code Confe

39、rence International ASME TR A17.1-8.4 20132(SBCCI) established the International Code Council (ICC). In 2000, ICC began publishing one comprehen-sive code, the International Building Code (IBC). The IBC 2000 code used the latest USGS maps (now contour maps with a ground motion parameter of earthquak

40、e spectral response acceleration) and NEHRP guidelines for its seismic force requirements. ASCE 7-02, recognized as the U.S. standard for seismic force requirements, was referenced by IBC 2003. As with IBC 2000, ASCE 7-02 and later editions referenced the latest USGS maps and NEHRP guidelines as the

41、 basis for its force requirements. Similar to IBC, the NBCC 2005 code used location-specific spectral response acceleration values (published in chart form) and NEHRP guidelines as the basis for its seismic force requirements.Since their introduction in April 2000 and 2005, respec-tively, the IBC an

42、d NBCC 2005 have been ado pted by a majority of jurisdictions as their building code. Because the maps or charts no longer refer to zones or the Avor Zvparameters, A17.1/B44 seismic requirements must now be properly aligned with the IBC and NBCC 2005.A small number of jurisdictions still enforce bui

43、lding codes that predate IBC/NBCC 2005. To ensure complete coverage of all existing building codes, Section 8.4 pro-vides a methodology to ensure elevator design seismic force levels meet either(a) IBC and NBCC 2005 requirements(b) traditional seismic zone requirements(c) requirements of building co

44、des preceding IBC and NBCC 2005, where seismic force levels are based on Avor ZvRequirement 8.4(a) dictates whether seismic design is required based on the enforcing building code require-ments. Requirement 8.4(b) specifies the appropriate seismic force level required for design, based on the enforc

45、ing building code requirements.NOTE: As reproduced fromSeismic Zone MapExcerpted from the 1994 SBCCI Standard Building Code, Copyright 1994.Figure 16-2 Seismic Zone MapExcerpted from the 1997 Uniform Building Code, Copyright 1997.Washington, D.C.: International Code Council.Reproduced with permissio

46、n. All rights reserved. www.ICCSAFE.orgFig. 1-2-1 Seismic Zone MapASME TR A17.1-8.4 201331-3 ELEVATOR DESIGN IMPACT WITH IBC/NBCCA comparison of the A17.1/B44 and IBC/NBCC (2005 and later editions) seismic requirements was conducted to determine how elevator design will be impacted with the adoption

47、 of IBC/NBCC seismic requirements.For equivalent-sized components, horizontal force levels as specified by each code were compared. From derived force levels, geographic areas that might be impacted with force levels above current A17.1/B44 seismic zone force levels were noted. Since IBC/NBCC force

48、levels vary with component height in the building, force level comparisons throughout the building height were also conducted.Horizontal seismic force levels as dictated in A17.1/ B44, IBC/ASCE 7, and NBCC are specified in 1-3.1 below.1-3.1 Horizontal Seismic Force Levels1-3.1.1 A17.1/B44. For seism

49、ic zone 3 areas, A17.1/B44 requires elevator components to withstand the force required to produce an acceleration of gravity or gravity, depending on the component being described.For seismic zone 3FpH11005 horizontal seismic force level (Allowable Stress Design) H11005 0.5Wpor 0.25Wp1-3.1.2 IBC/ASCE 7FpH11005 horizontal seismic design force (Strength Design) H11005H110010412. aS WRIzhpDSpppNOTE:As reproduced fromEquation 1621.4Excerpted from the 2000 International Building Code, Copyright 2000.Washington, D.C.: International Code Council.Reproduced with