CEN TS 13001-3-5-2010 Cranes - General design - Part 3-5 Limit states and proof of competence of forged hooks《起重机 一般设计 第3-5部分 极限状态和伪造证据的能力挂钩》.pdf

《CEN TS 13001-3-5-2010 Cranes - General design - Part 3-5 Limit states and proof of competence of forged hooks《起重机 一般设计 第3-5部分 极限状态和伪造证据的能力挂钩》.pdf》由会员分享，可在线阅读，更多相关《CEN TS 13001-3-5-2010 Cranes - General design - Part 3-5 Limit states and proof of competence of forged hooks《起重机 一般设计 第3-5部分 极限状态和伪造证据的能力挂钩》.pdf（84页珍藏版）》请在麦多课文档分享上搜索。

1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationDD CEN/TS 13001-3-5:2010Cranes General designPart 3-5: Limit states and proof ofcompetence of forged hooksProvided by IHSNot for ResaleNo reproduction or networking permitted wit

2、hout license from IHS-,-,-DD CEN/TS 13001-3-5:2010 DRAFT FOR DEVELOPMENTNational forewordThis Draft for Development is the UK implementation of CEN/TS13001-3-5:2010.This publication is not to be regarded as a British Standard.It is being issued in the Draft for Development series of publicationsand

3、is of a provisional nature. It should be applied on thisprovisional basis, so that information and experience of its practicalapplication can be obtained.Comments arising from the use of this Draft for Developmentare requested so that UK experience can be reported to theinternational organization re

4、sponsible for its conversion toan international standard. A review of this publication willbe initiated not later than 3 years after its publication by theinternational organization so that a decision can be taken on itsstatus. Notification of the start of the review period will be made inan announc

5、ement in the appropriate issue of Update Standards.According to the replies received by the end of the review period,the responsible BSI Committee will decide whether to support theconversion into an international Standard, to extend the life of theTechnical Specification or to withdraw it. Comments

6、 should be sentto the Secretary of the responsible BSI Technical Committee at BritishStandards House, 389 Chiswick High Road, London W4 4AL.The UK participation in its preparation was entrusted to TechnicalCommittee MHE/3/1, Crane design.A list of organizations represented on this committee can beob

7、tained on request to its secretary.This publication does not purport to include all the necessaryprovisions of a contract. Users are responsible for its correctapplication. BSI 2010ISBN 978 0 580 67151 7ICS 53.020.20; 53.020.30Compliance with a British Standard cannot confer immunity fromlegal oblig

8、ations.This Draft for Development was published under the authority ofthe Standards Policy and Strategy Committee on 31 July 2010Amendments issued since publicationDate Text affectedProvided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-DD CEN/TS 13001-3-5:

9、2010TECHNICAL SPECIFICATION SPCIFICATION TECHNIQUE TECHNISCHE SPEZIFIKATION CEN/TS 13001-3-5 January 2010 ICS 53.020.20; 53.020.30 English Version Cranes - General design - Part 3-5: Limit states and proof of competence of forged hooks Appareils levage charge suspendue - Conception gnrale - Partie 3

10、-5: Etats limites et vrification daptitude des crochets forgs Krane - Konstruktion allgemein - Teil 3-5: Grenzzustnde und Sicherheitshinweise von geschmiedeten Haken This Technical Specification (CEN/TS) was approved by CEN on 31 August 2009 for provisional application. The period of validity of thi

11、s CEN/TS is limited initially to three years. After two years the members of CEN will be requested to submit their comments, particularly on the question whether the CEN/TS can be converted into a European Standard. CEN members are required to announce the existence of this CEN/TS in the same way as

12、 for an EN and to make the CEN/TS available promptly at national level in an appropriate form. It is permissible to keep conflicting national standards in force (in parallel to the CEN/TS) until the final decision about the possible conversion of the CEN/TS into an EN is reached. CEN members are the

13、 national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Sw

14、itzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2010 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. N

15、o. CEN/TS 13001-3-5:2010: EProvided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-DD CEN/TS 13001-3-5:2010CEN/TS 13001-3-5:2010 (E) 2 Contents page Foreword 5Introduction .61 Scope 72 Normative references 73 Terms and definitions, symbols and abbreviations

16、.83.1 Terms and definitions .83.2 Symbols and abbreviations 94 General requirements . 114.1 Materials 114.2 Workmanship 124.3 Manufacturing tolerances 134.4 Heat treatment . 134.5 Proof loading . 134.6 Hook body geometry 134.7 Hook shank machining 154.8 Nut 154.9 Hook suspension 165 Static strength

17、. 165.1 General . 165.2 Vertical design load 165.3 Horizontal design force 175.4 Bending moment of the shank 185.4.1 General . 185.4.2 Bending moment due to horizontal force 185.4.3 Bending moment due to inclination of hook suspension 185.4.4 Bending moment due to eccentricity of vertical force 205.

18、4.5 Special case for a ramshorn hook 205.4.6 Design bending moment of the shank . 215.5 Hook body, design stresses 215.5.1 Loadings 215.5.2 Stress calculation methods . 225.5.3 Design stresses 225.6 Hook shank, design stresses 235.7 Hook, proof of static strength . 245.7.1 General for hook body and

19、shank. 245.7.2 The use of static limit design force for verification of the hook body 246 Fatigue strength 256.1 General . 256.2 Vertical fatigue design force 256.3 Horizontal fatigue design force . 256.4 Fatigue design bending moment of shank 266.4.1 Bending moment due to horizontal force 266.4.2 B

20、ending moment due to inclination of hook suspension 266.4.3 Bending moment due to eccentricity of vertical force 266.5 Proof of fatigue strength, hook body 276.5.1 Design stress calculation 276.5.2 Stress history in general 27Provided by IHSNot for ResaleNo reproduction or networking permitted witho

21、ut license from IHS-,-,-DD CEN/TS 13001-3-5:2010CEN/TS 13001-3-5:2010 (E) 3 6.5.3 Stress history based upon classified duty . 286.5.4 Limit fatigue design stress . 296.5.5 Execution of the proof 306.5.6 The use of fatigue limit design force for verification of the hook body 316.6 Proof of fatigue st

22、rength, hook shank 316.6.1 General . 316.6.2 Design stress calculation . 326.6.3 Applied stress cycles 326.6.4 Basic fatigue strength of material . 336.6.5 Stress concentration effects from geometry 336.6.6 Fatigue strength of notched shank . 346.6.7 Mean stress influence . 356.6.8 Transformation of

23、 stresses to a constant mean stress 366.6.9 Stress history parameter in general 366.6.10 Stress history parameter based upon classified duty . 376.6.11 Execution of the proof 386.7 Fatigue design of hook shanks for serially produced hooks . 387 Verification of conformity with the requirements 397.1

24、General . 397.2 Verification of manufacture 397.3 Test loading . 397.4 Test sampling 408 Information for use 408.1 Maintenance and inspection 408.2 Marking . 418.3 Safe use 41Annex A (informative) Sets of single hooks . 43A.1 A series of single hooks of type RS/RSN, dimensions of forgings . 43A.2 A

25、series of single hooks of type RF/RFN, dimensions of forgings 45A.3 A series of single hooks of type B, dimensions of forgings. 47Annex B (informative) A series of ramshorn hooks of type RS/RSN and RF/RFN, dimensions of forgings 49Annex C (normative) Static limit design forces of hook bodies 51C.1 S

26、tatic limit design forces of hook bodies for hooks of type RS and RF . 51C.2 Static limit design forces of hook bodies for a series of hooks of type B, with additional materials . 52Annex D (normative) Fatigue limit design forces of hook bodies . 53D.1 Fatigue limit design forces of hook bodies for

27、hooks of type RS and RF 53D.2 Fatigue limit design forces of hook bodies for a series of hooks of type B, with additional materials . 54Annex E (normative) Hook body calculation and specific spectrum ratio factors 55E.1 Conversion factor for hook body calculation, when classified duty is utilized 55

28、E.2 Specific spectrum ratio factors 56E.3 Underlying spectra for the specific spectrum ratio factors 57Annex F (normative) A selection of material qualities for hooks of type RS and RF 60Annex G (informative) Sets of hook shank and thread designs 61G.1 A series of hook shank and thread designs, a kn

29、uckle thread 61G.2 A series of hook shank and thread designs, a metric thread . 63G.3 A series of hook shank and thread designs, a modified metric thread . 65G.4 Hook shank and thread designs for hooks of type B 67Annex H (normative) Bending of curved beams 69Annex I (normative) Calculation of hook

30、suspension tilting resistance, articulation by a hinge or a rope reeving system 72Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-DD CEN/TS 13001-3-5:2010CEN/TS 13001-3-5:2010 (E) 4 Annex J (informative) Guidance for the selection of a hook size usin

31、g the Annexes C to E . 76Annex K (normative) Information to be provided by the hook manufacturer 78Annex L (informative) Selection of a suitable set of crane standards for a given application 79Bibliography . 80Provided by IHSNot for ResaleNo reproduction or networking permitted without license from

32、 IHS-,-,-DD CEN/TS 13001-3-5:2010CEN/TS 13001-3-5:2010 (E) 5 Foreword This document (CEN/TS 13001-3-5:2010) has been prepared by Technical Committee CEN/TC 147 “Cranes - Safety”, the secretariat of which is held by BSI. Attention is drawn to the possibility that some of the elements of this document

33、 may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This Technical Specification is one part of the EN 13001 series. The other parts are as follows: Part 1: General principles and requirements Part 2: Load effects Part

34、 3-1: Limit states and proof of competence of steel structures Part 3-2: Limit states and proof of competence of wire ropes in reeving systems Part 3-3: Limit states and proof of competence of wheel/rail contacts According to the CEN/CENELEC International Regulations, the national standards organiza

35、tions of the following countries are bound to announce this Technical Specification: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, P

36、ortugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-DD CEN/TS 13001-3-5:2010CEN/TS 13001-3-5:2010 (E) 6 Introduction This Technical Specification has been prepared t

37、o provide a means for the mechanical design and theoretical verification of cranes to conform with essential health and safety requirements. This specification also establishes interfaces between the user (purchaser) and the designer, as well as between the designer and the component manufacturer, i

38、n order to form a basis for selecting cranes and components. This Technical Specification is a type C standard. The machinery concerned and the extent to which hazards are covered are indicated in the scope of this standard. Provided by IHSNot for ResaleNo reproduction or networking permitted withou

39、t license from IHS-,-,-DD CEN/TS 13001-3-5:2010CEN/TS 13001-3-5:2010 (E) 7 1 Scope This Technical Specification should be used together with the other relevant parts of the standard series. As such, they specify general conditions, requirements and methods to prevent hazards in hooks as part of all

40、types of cranes. This Technical Specification covers the following parts of hooks and types of hooks: bodies of any type of point hooks made of steel forgings; machined shanks of hooks with a thread/nut suspension. NOTE 1 Principles of this Technical Specification can be applied to other types of sh

41、ank hooks and also where stress concentration factors relevant to that shank construction are determined and used. Plate hooks, which are those, assembled of one or several parallel parts of rolled steel plates are not covered in this Technical Specification. This Technical Specification is applicab

42、le to hooks from materials with ultimate strength of no more than 800 N/mm2and yield stress of no more than 600 N/mm2. The following is a list of significant hazardous situations and hazardous events that could result in risks to persons during normal use and foreseeable misuse. Clauses 4 to 8 of th

43、is document are necessary to reduce or eliminate the risks associated with the following hazards: a) Exceeding the limits of strength (yield, ultimate, fatigue); b) Exceeding temperature limits of material; c) Unintentional disengagement of the load from the hook. The requirements of this Technical

44、Specification are stated in the main body of the document and are applicable to hook designs in general. The hook body and shank designs listed in Annexes A, B and G are only examples and should not be referred to as requirements of this Technical Specification. This Technical Specification is appli

45、cable to cranes, which are manufactured after the date of approval of this standard by CEN, and serves as a reference base for product standards of particular crane types. NOTE 2 This CEN/TS 13001-3-5 deals only with the limit state method in accordance with EN 13001-1. 2 Normative references The fo

46、llowing referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 10002-1, Metallic materials Tensile testing Part 1:

47、Method of test at ambient temperature EN 10045-1, Metallic materials Charpy impact test Part 1: Test method EN 10025-3:2004, Hot rolled products of structural steels Part 3: Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels EN 10222-4:1998, Steel fo

48、rgings for pressure purposes Part 4: Weldable fine grain steels with high proof strength EN 10228-3:1998, Non-destructive testing of steel forgings Part 3: Ultrasonic testing of ferritic or martensitic steel forgings Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-DD CEN/TS 13001-3-5:2010CEN/TS 13001-3-5:2010 (E) 8 EN 10243-1:1999, Stee