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GBZ28597-2012 English PDF

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GBZ28597-2012: Lifts and escalators subject to seismic conditions -- Compilation report
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Basic data

Standard ID GB/Z 28597-2012 (GB/Z28597-2012)
Description (Translated English) Lifts and escalators subject to seismic conditions -- Compilation report
Sector / Industry National Standard
Classification of Chinese Standard Q78
Classification of International Standard 91.140.90
Word Count Estimation 47,418
Adopted Standard ISOTR 25741-2008, MOD
Regulation (derived from) National Standards Bulletin No. 41 of 2012
Issuing agency(ies) Ministry of Health of the People's Republic of China
Summary This standard specifies the elevators, escalators provide protection relevant safety requirements.

GBZ28597-2012: Lifts and escalators subject to seismic conditions -- Compilation report

---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.
Lifts and escalators subject to seismic conditions. Compilation report ICS 91.140.90 Q78 People's Republic of China national standardization of technical guidance documents Elevator and escalator requirements under earthquake conditions Compilation report (ISO /T R25741.2008, MOD) Posted on.2012-12-31 2013-06-01 Implementation General Administration of Quality Supervision, Inspection and Quarantine of People's Republic of China China National Standardization Administration released Directory Preface Ⅰ Introduction Ⅱ 1 Scope 1 2 United States 1 2.1 ASMEA17.1.2010 [1] 1 2.2 Building safety during earthquake 3 2.3 Earthquake Management Analysis and Planning System 4 2.4 NEHRP and FEMA seismic files for new buildings 4 2.5 Seismic files using NEHRP and FEMA in existing buildings 4 2.6 Civil Engineering Design Standards 4 2.7 Reference publication 5 2.8 Get information 5 3 Japan 7 3.1 Elevator Seismic Design and Construction Guide (2009 Edition) [7] 7 3.2 Reference Publications 7 3.3 Get information 8 New Zealand 8 4.1 New Zealand Standard NZS4332.1997 [8] 8 4.2 Reference Publication 8 4.3 Get information 9

5 major earthquakes worldwide

Appendix A (Normative) Japan "Elevator Seismic Design and Construction Guide (2009 Edition)" 11 A.1 Basic provisions 11 A.2 Design seismic force 11 A.3 Other Building-related Matters 25 A.4 Anti-seismic Measures for Escalators 25 A.5 Anti-seismic measures in the use of elevators 26 Appendix B (Normative) NZS4332 [8] Passenger and Freight Elevators 27 B.1 Scope 27 B.2 General Provisions 27 B.3 General (NZS 4203 [9] Chapter 5) 28 B.4 Electrical Protection Devices (NZS4203 [9] Chapter 26) 33 B.5 General Provisions (NZS 4203 [9] Chapter 31) 33 Appendix C (Normative) Seismic area 37 References 38

Foreword

This Guidance Document is drafted in accordance with the rules given in GB/T 1.1-2009. The guidance of technical documents modified using ISO /T R25741.2008 "Earthquake cases of elevators and escalators require assembly Report (English version). The main differences between this guidance document and ISO /T R25741.2008 and their causes are as follows. --- Removed ISO /T R25741.2008 Appendix B, because the appendix is Japan's "Earthquake Resistant Design and Construction Guide (1998 Edition)" Of the information supplementary document, the content has been added to the Japanese "Elevator Seismic Design and Construction Guide (2009 Edition)", so This guidance document appendix A adds the corresponding content; --- ISO /T R25741.2008 quoted the American Standard ASMEA17.1-2004 "elevator and escalator safety norms", including ASMEA17.1a-2005 Appendix, this Guidance Document cites the US Standard ASME A17.1-2010 as ASMEA17.1-2010 has superseded ASMEA17.1-2004, including ASMEA17.1a-2005 appendix; --- ISO /T R25741.2008 cites Japan's "Guide for Seismic Design and Construction of Lifts (1998 Edition)", this Guidance Document Cited Japan's "Elevator Seismic Design and Construction Guide (2009 Edition)", due to Japan's "Elevator Seismic Design and Construction Guide" (1998 Edition) has been revised to Japan's "Earthquake Resistant Design and Construction Guide (2009 Edition)". For ease of use, this Guidance Document has made editorial changes to ISO /T R25741.2008. --- According to China's national conditions, removed the foreword ISO /T R25741.2008 and the introduction of the terms of the article, because of its existence or not The understanding and use of this guidance document have no effect; --- Updated Table 2 of the introduction and Figure 1 of Chapter 5 by adding the most violent earthquakes in the world from.2006 to.2011 Domain and magnitude --- Introduction 0.5 added Wenchuan earthquake damage to the contents of the elevator, an increase of Table 4; --- According to ASMEA17.1-2010, modified the guidance in Chapter 2 of this technical document 2.1, "8.4.11.2 speed limit valve" by Make up "8.4.11.2 speed limit valve and plunger clamp"; at the same time, 2.1, 2.7 and reference "ASMEA17.1-2004, package Include ASMEA17.1a-2005 Appendix "instead of" ASMEA17.1-2010 "; --- According to Japan's "Elevator Seismic Design and Construction Guide (2009 Edition)" revised Chapter 3 of the guidance of technical documents 3.1, 3.2 And 3.3, appendix A adds the Japanese "elevator seismic design and construction guide (2009 version)" related to ISO /TR 25741.2008 Appendix B of the terms in order to maintain the integrity and correspondence ISO /T R25741.2008; --- Deleted [8], [12] and [15] in ISO /T R25741.2008 references and re-numbered them in sequence; --- Added references [36], [37]. This guiding technical document is proposed and managed by the National Elevator Standardization Technical Committee (SAC/TC196). The guidance of technical documents responsible for the drafting unit. Guangdong Provincial Special Equipment Inspection Institute. The guidance of technical documents to participate in the drafting unit. China Academy of Building Research Building Mechanization Research Branch, Hitachi Elevator (China) Limited Company, Otis Elevator (China) Investment Co., Ltd., Thyssen Elevator Co., Ltd., Shanghai Mitsubishi Elevator Co., Ltd., Shanghai Yongda Elevator Equipment Co., Ltd., Shanghai Institute of Special Equipment Supervision and Inspection Technology, Huasheng Fujitec Elevator Co., Ltd., KONE Elevator Co., Ltd., Toshiba Ladder (China) Co., Ltd. The main drafters of this technical guidance document. Bu Siqing, She Kun, Chen Fengwang, Huang Bai Cheng, Lin Manqing, Mo Li, often reached, painted ancestral, Qian Hong, Du Yun Meng, Ren Longfeng, Zhao Wengang.

Introduction

0.1 In the event of an earthquake, earthquakes release energy in the form of waves that propagate from the source in all directions. Different shape Energy waves vibrate the earth's surface in different ways while crossing the earth at different velocities. The fastest wave, the wave that reaches the designated place first It is called P wave. P wave or compression wave, in the direction of its propagation alternately compress and stretch material. S wave is slower than P wave, followed by P wave Up, S wave in the vertical direction of its propagation direction up and down and before and after the vibration of the Earth's surface. Surface waves will follow the P wave and S wave arrival. Source .NE- IC [13]. The magnitude of the earthquake is measured by different measures, namely, the Rickett magnitude and the revised intensity of the Mecca earthquake, and Richter's magnitude Think it is more accurate. The approximate value is shown in Table 1. Table 1 Rickett Magnitude Richter earthquake magnitude in Mecca earthquake Acceleration (× g) Approximate perceived radius km influences 8.5 Ⅻ > 1.0 - All destroyed 8 Ⅺ 0.8 580 Common damage 7 Ⅸ-Ⅹ 0.5 385 Considerable damage 6 Ⅶ - Ⅷ 0.15 210 Frightening; chimney broken; not strong Solid buildings destroyed 5 Ⅵ-Ⅶ 0.05 145 All people can feel; wall Part of the body surface off; chimney damage 4 Ⅴ 0.01 130 Most people can feel it; some windows Household damage; wall surface cracks 3 Ⅲ - 15 clearly felt indoors 2 Ⅰ-Ⅱ - 0 can hardly feel it Note 1. Table 1 is derived from the Institute of Seismology at the California Institute of Technology [14] and WIEGEL [12]. The magnitude of the earthquake is determined by the logarithm of the amplitude of the seismic wave, which is recorded by the seismograph. Earthquake level for each additional one Rickett single The equivalent of 10 times the greater strength of the ground vibration; increase of two units equal to 100 times the greater strength of the ground vibration; according to the logarithmic Sequence analogy. 0.4 The strongest earthquakes that have been measured by Rickett Magnitudes since the last century have been included in Table 2 and Figure 1 in Chapter 5. Table 2 The most intense earthquakes Regional year magnitude Chile 1960 9.5 Alaska, USA 1964 9.2 Russia 1952 9.0 Banda Aceh, Indonesia.2004 9.0 Table 2 (continued) Regional year magnitude Near the East Coast of Japan, Benchu Island United States Alaska 1957 8.8 Kuril Islands 1958 8.7 Alaska, USA 1965 8.7 India 1950 8.6 Chile 1922 8.5 Indonesia 1938 8.5 South Sumatra, Indonesia,.2007 8.5 Japan Kanto 1923 8.3 India Gujarat.2001 8.1 Mexico 1985 8.0 Peru.2007 8.0 Southern Peru.2001 7.9 Wenchuan.2008 7.9a San Francisco, United States, 1906 7.8 New Zealand South Island West Coast Ocean.2009 7.8 Bolivia.1994 7.7 El Salvador.2001 7.7 Indonesia South Java.2006 7.7 Taiwan.1999 7.6 Tangshan 1976 7.5b Russia Sakhalin (Sakhalin).1995 7.5 Taiwan 1935 7.4 Lithuania, Turkey.1999 7.4 Haiti.2010 7.3 Southern Italy 1980 7.2 Fukui, Japan 1948 7.2 Miyagi, Japan.2005 7.2 Christchurch, New Zealand.2010 7.2 Note. Table 2 is derived from U.S. geological surveys. a Wenchuan earthquake on May 12,.2008 The magnitude surveyed by China Seismological Bureau was 8.0 while that of U.S. geology survey was 7.9. b July 28, 1976 Xinhua News Agency reported Tangshan earthquake magnitude of 7.8, while the United States geological survey magnitude of 7.5. 0.5 Earthquake-induced ground vibrations may adversely affect the operational and physical integrity of building support structures, elevators and escalators influences. Rickett 6.6 Earthquake in San Fernando, California, USA, February 1971 Building, Elevator and Escalator Caused serious damage, the most important damage in Table 3. Table 3 Damage caused by the earthquake in California, USA, to the elevator Type elevator number (sets) Counterweight off guide 674 Counterweight off the guide rail and the car is damaged Car damaged 102 Damaged wire rope system 100 Motor displacement or rotor damage Rupture or damage heavy rail bracket Rolling shoe broken or loosened Note. Table 3 is derived from the annual study of the world elevator - earthquakes and elevators [11]. In May.2008, the Richter 8.0 earthquake in Wenchuan caused some damage to the.20041 elevators or the operation was affected There were 1008 elevators damaged to varying degrees after the statistical analysis of 10390 elevators among them. The most important ones are shown in Table 4 below. Table 4 Wenchuan earthquake damage to the elevator Type elevator number (sets) Damage to heavy rail 77 Broken or damaged heavy rail bracket Control cabinet overturned 2 Motor shift 1 The counterweight is separated from the guide rail 270 Damage to heavy guide shoes 135 The car leaves the guide rail 9 Car guide shoe damaged 8 Impact on heavy frame and car Loose on the weight of 34 Weight off from the counterweight 13 Hanging wire rope off slot 29 Compensation chain (rope) winding, hanging 59 Compensation chain (rope) guide wheel serious deformation or damage 9 Accompanied by cable winding, hook hanging 2 Sensor damage 18 Speed governor damaged 10 Layer door deformation 8 Rigid Barrier Protection Damage to Heavy Operating Areas Other damage 133 Note. Table 4 is derived from the analysis of elevator technology and elevator seismic technology in Sichuan 5.12 earthquake [37]. 0.6 For different earthquakes in various countries, a certain level of seismic protection requirements have been covered in some national standards. ISO /TC 178 considers that consideration of the effects of earthquakes in the design and manufacture of elevators facilitates the provision of uniform guidance worldwide to ensure that personnel And equipment safety. These countries have seismic experience and the guidance document will provide a reference for the elevator industry. 0.7 The scope of this guidance document is to ensure that, in the event of a general earthquake disaster (such as non-destructive ground vibration Since the disaster) elevator and escalator in the earthquake area can be safe to run the compilation of special norms. 0.8 The present Guidance Document provides the current code for seismic design of elevators and escalators in different geographical areas, where these areas The experience has shown that it is effective to provide a reasonable degree of seismic protection. Only include the seismic requirements in these elevator safety standards. 0.9 The guidance document does not include the relevant requirements of the Building Code. However, some applicable building code requirements have also been consulted. Elevator and escalator requirements under earthquake conditions Compilation report

1 Scope

This Guidance Document is a compilation of relevant safety standards for the protection of users and lifts and escalators in the event of an earthquake.

2 United States

2.1 ASMEA17.1.2010 [1] ASMEA 17.1.20101) prescribes all elevators with counterweight, direct acting hydraulic elevators, escalators and moving walkways Of the safety requirements, the above equipment is installed in the design and construction are in line with Building Code Level 2 or higher seismic area of the building. unless There are other provisions, ASMEA17.1 8.4 and 8.5 are additional requirements of other chapters. The main points about earthquake requirements are according to ASME The clause number and title of A17.1 are listed below. For complete content, refer to ASMEA17.1.2010 [1]. 1) ASME is a registered trademark of the American Society of Mechanical Engineers. The A17.1 clauses and titles listed are from the American Standard ASME A17.1-2010, All rights reserved by the American Society of Mechanical Engineers. According to the original building codes that affected the entire late.1990s, the United States is divided into five seismic zones, which describe the seismic zones on a scale from 0 to 4 The degree of danger in the domain, 0 means lowest, 4 means highest. Considering the acceleration caused by the grade and ground vibration, ASME A17.1 gives the values of acceleration corresponding to the seismic hazard in each class. Section 8.4 of ASME A17.1 Elevator safety requirements for earthquakes of level 2 and above 8.4.1 car and the level of horizontal spacing 8.4.1.1 Clearance between car, counterweight and counterweight guard 8.4.2 mechanical equipment and pulley bearing beams, supports, base 8.4.2.1 Bearing beams and supports 8.4.2.2 Roof beams and floors 8.4.2.3 Fasteners and stresses 8.4.3 Equipment Protection 8.4.3.1 rope anti-tank device Figure 8.4.3.1.3 Angle corresponding to wrap angle 8.4.3.2 hook hanging point of protection 8.4.4 car wall, car doors and car lighting 8.4.4.1 Car top emergency exit 8.4.5 Carriage frame and car bottom 8.4.5.1 Guide and position keeping device 8.4.5.2 Design of car frame, guide and position keeping device 8.4.6 car and counterweight safety protection device

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