1、December 2013 Translation by DIN-Sprachendienst.English price group 31No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).I
2、CS 53.020.20!%*z“2078758www.din.deDDIN EN 13001-3-1Cranes General design Part 3-1: Limit states and proof competence of steel structure;English version EN 13001-3-1:2012+A1:2013,English translation of DIN EN 13001-3-1:2013-12Krane Konstruktion allgemein Teil 3-1: Grenzzustnde und Sicherheitsnachweis
3、 von Stahltragwerken;Englische Fassung EN 13001-3-1:2012+A1:2013,Englische bersetzung von DIN EN 13001-3-1:2013-12Appareils de levage charge suspendue Conception gnrale Partie 3-1: tats limites et vrification daptitude des charpentes en acier;Version anglaise EN 13001-3-1:2012+A1:2013,Traduction ang
4、laise de DIN EN 13001-3-1:2013-12SupersedesDIN EN 13001-3-1:2012-09www.beuth.deIn case of doubt, the German-language original shall be considered authoritative.Document comprises 112 pages 11.13DIN EN 13001-3-1:2013-12 2 A comma is used as the decimal marker. National foreword This standard includes
5、 safety requirements. This document (EN 13001-3-1:2012+A1:2013) has been prepared by Technical Committee CEN/TC 147 “Cranes Safety” (Secretariat: BSI, United Kingdom). The responsible German body involved in its preparation was the Normenausschuss Maschinenbau (Mechanical Engineering Standards Commi
6、ttee), Working Committee NA 060-22-10 AA Lenkungsausschuss Krane (SpA CEN/TC 147, ISO/TC 96 und ISO/TC 110/SC 2/WG 12). This standard contains specifications meeting the essential requirements set out in Annex I of the “Machinery Directive”, Directive 2006/42/EC, and which apply to machines that are
7、 either first placed on the market or commissioned within the EEA. This standard serves to facilitate proof of compliance with the essential requirements of that directive. It should be noted that the term “crane” as in this standard includes all machines for cyclic lifting, or cyclic lifting and ha
8、ndling, of loads suspended on hooks or other load lifting attachments. This means that this standard applies to all other equipment, such as winches, which meets this definition. Once this standard is cited in the Official Journal of the European Union, it is deemed a “harmonized” standard and thus,
9、 a manufacturer applying this standard may assume compliance with the requirements of the Machinery Directive (“presumption of conformity”). The European Standards referred to in Clause 2 and in the Bibliography of the EN have been published as the corresponding DIN EN or DIN EN ISO Standards with t
10、he same number. For the International Standards which have not been published as DIN ISO Standards with the same number, there are no national standards available. Amendments This standard differs from DIN EN 13001-3-1:2012-09 as follows: a) Subclause 4.2.1 has been changed in such a way that Table
11、2 is permanently valid and requirements for other materials have been added; b) in Table D.3, detail no. 3.8, the figure has been changed; c) the following editorial changes have been made: i) Table 1 has been amended; ii) Subclause 4.2.1, Annex D and Table D.3, detail nos. 3.1, 3.5, 3.8 have been a
12、mended; iii) Annex G, Figure G.1 and Equations G.2 to G.4 have been amended; iv) Annex H, Table H.1, the figure in no. 17 has been amended. Previous editions DIN 120-1: 1936xxxx-11 DIN 120-2: 1936-11 DIN 15018-1: 1974-04, 1984-11 DIN 15018-2: 1974-04, 1984-11 DIN CEN/TS 13001-3-1: 2005-03 DIN CEN/TS
13、 13001-3-1 Corrigendum 1: 2006-11 DIN EN 13001-3-1: 2012-09 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13001-3-1:2012+A1 July 2013 ICS 53.020.20 Supersedes EN 13001-3-1:2012 English Version Cranes - General Design - Part 3-1: Limit States and proof competence of steel structure Appareils d
14、e levage charge suspendue - Conception gnrale - Partie 3-1: tats limites et vrification daptitude des charpentes en acier Krane - Konstruktion allgemein - Teil 3-1: Grenzzustnde und Sicherheitsnachweis von Stahltragwerken This European Standard was approved by CEN on 11 February 2012 and includes Am
15、endment 1 approved by CEN on 11 May 2013. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning su
16、ch national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its ow
17、n language and notified to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany,
18、Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORM
19、UNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13001-3-1:2012+A1:2013: E EN 13001-3-1:2012+A1:2013 (E) 2 Contents Page Foreword . 4 Introduction 5 1 Scope 6 2 Normative
20、 references . 6 3 Terms ,definitions, symbols and abbreviations 7 3.1 Terms and definitions 7 3.2 Symbols and abbreviations . 7 4 General . 11 4.1 Documentation . 11 4.2 Materials for structural members 12 4.2.1 Grades and qualities 12 4.2.2 Impact toughness. 14 4.3 Bolted connections 16 4.3.1 Bolt
21、materials . 16 4.3.2 General . 16 4.3.3 Shear and bearing connections. 17 4.3.4 Friction grip type (slip resistant) connections 17 4.3.5 Connections loaded in tension 17 4.4 Pinned connections . 17 4.5 Welded connections 18 4.6 Proof of competence for structural members and connections 18 5 Proof of
22、 static strength 19 5.1 General . 19 5.2 Limit design stresses and forces 19 5.2.1 General . 19 5.2.2 Limit design stress in structural members . 19 5.2.3 Limit design forces in bolted connections 21 5.2.4 Limit design forces in pinned connections . 28 5.2.5 Limit design stresses in welded connectio
23、ns 32 5.3 Execution of the proof . 35 5.3.1 Proof for structural members 35 5.3.2 Proof for bolted connections . 35 5.3.3 Proof for pinned connections 36 5.3.4 Proof for welded connections . 36 6 Proof of fatigue strength 37 6.1 General . 37 6.2 Limit design stresses . 38 6.2.1 Characteristic fatigu
24、e strength 38 6.2.2 Weld quality 40 6.2.3 Requirements for fatigue testing . 41 6.3 Stress histories 41 6.3.1 General . 41 6.3.2 Frequency of occurence of stress cycles . 42 6.3.3 Stress history parameter . 42 6.3.4 Stress history classes S 43 6.4 Execution of the proof . 44 6.5 Determination of the
25、 limit design stress range . 45 6.5.1 Applicable methods . 45 DIN EN 13001-3-1:2013-12 EN 13001-3-1:2012+A1:2013 (E) 3 6.5.2 Direct use of stress history parameter 45 6.5.3 Use of class S . 45 6.5.4 Independent concurrent normal and/or shear stresses . 47 7 Proof of static strength of hollow section
26、 girder joints 47 8 Proof of elastic stability . 47 8.1 General . 47 8.2 Lateral buckling of members loaded in compression 48 8.2.1 Critical buckling load . 48 8.2.2 Limit compressive design force 49 8.3 Buckling of plate fields subjected to compressive and shear stresses 51 8.3.1 General . 51 8.3.2
27、 Limit design stress with respect to longitudinal stress x . 53 8.3.3 Limit design stress with respect to transverse stress y . 55 8.3.4 Limit design stress with respect to shear stress 57 8.4 Execution of the proof 58 8.4.1 Members loaded in compression 58 8.4.2 Plate fields 58 Annex A (informative
28、) Limit design shear force Fv,Rdper bolt and per shear plane for multiple shear plane connections 60 Annex B (informative) Preloaded bolts . 61 Annex C (normative) Design weld stresses W,Sdand W,Sd. 63 C.1 Butt joint . 63 C.2 Fillet weld 64 C.3 T-joint with full and partial penetration . 65 C.4 Effe
29、ctive distribution length under concentrated load . 66 Annex D (normative) Values of slope constant m and characteristic fatigue strength c, c. 67 Annex E (normative) Calculated values of limit design stress ranges Rd and Rd,188 Annex F (informative) Evaluation of stress cycles (example) 90 Annex G
30、(informative) Calculation of stiffnesses for connections loaded in tension 92 Annex H (informative) Hollow Sections . 95 Annex I (informative) Selection of a suitable set of crane standards for a given application 107 Annex ZA (informative) Relationship between this European Standard and the Essenti
31、al Requirements of EU Directive 2006/42/EC 108 Bibliography 109 DIN EN 13001-3-1:2013-12 EN 13001-3-1:2012+A1:2013 (E) 4 Foreword This document (EN 13001-3-1:2012+A1:2013) has been prepared by Technical Committee CEN/TC 147 “Cranes - Safety”, the secretariat of which is held by BSI. This European St
32、andard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by January 2014, and conflicting national standards shall be withdrawn at the latest by January 2014. Attention is drawn to the possibility that some of the elements o
33、f this document 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 document includes Amendment 1 approved by CEN on 11 May 2013. This document supersedes !EN 13001-3-1:2012“. The start and finish of text introduce
34、d or altered by amendment is indicated in the text by tags !“. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive(s). For relationship with EU Directive(s), see informati
35、ve Annex ZA, which is an integral part of this document. !CEN/TC 147/WG 2 has made a new edition of EN 13001-3-1 to adapt the standard as follows: Subclause 4.2.1 is changed in such a way that Table 2 is permanently valid and requirements for other materials are added, and editorial changes are done
36、 to improve the document.“ This European Standard is one Part of EN 13001, Cranes General design. The other parts are as follows: Part 1: General principles and requirements; Part 2: Load actions; Part 3-2: Limit states and proof of competence of wire ropes in reeving systems; Part 3-3: Limit states
37、 and proof of competence of wheel/rail contacts; Part 3-4: Limit states and proof of competence of machinery; Part 3-5: Limit states and proof of competence of forged hooks. According to the CEN/CENELEC Internal Regulations, the national standards organisations of the following countries are bound t
38、o implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, R
39、omania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 13001-3-1:2013-12 EN 13001-3-1:2012+A1:2013 (E) 5 Introduction This European Standard has been prepared to be a harmonized standard to provide one means for the mechanical design and theoretical verificatio
40、n of cranes to conform with the essential health and safety requirements of the Machinery Directive, as amended. This standard also establishes interfaces between the user (purchaser) and the designer, as well as between the designer and the component manufacturer, in order to form a basis for selec
41、ting cranes and components. This European Standard is a type C standard as stated in EN ISO 12100. The machinery concerned and the extent to which hazards, hazardous situations and events are covered are indicated in the scope of this standard. When provisions of this type C standard are different f
42、rom those which are stated in type A or B standards, the provisions of this type C standard take precedence over the provisions of the other standards, for machines that have been designed and built according to the provisions of this type C standard. DIN EN 13001-3-1:2013-12 EN 13001-3-1:2012+A1:20
43、13 (E) 6 1 Scope This European Standard is to be used together with EN 13001-1 and EN 13001-2 and as such they specify general conditions, requirements and methods to prevent mechanical hazards of cranes by design and theoretical verification. NOTE Specific requirements for particular types of crane
44、s are given in the appropriate European Standard for the particular crane type. The following is a list of significant hazardous situations and hazardous events that could result in risks to persons during intended use and reasonably foreseeable misuse. Clauses 4 to 8 of this standard are necessary
45、to reduce or eliminate risks associated with the following hazards: a) exceeding the limits of strength (yield, ultimate, fatigue); b) exceeding temperature limits of material or components; c) elastic instability of the crane or its parts (buckling, bulging). This European Standard is not applicabl
46、e to cranes which are manufactured before the date of its publication as EN and serves as reference base for the European Standards for particular crane types (see Annex I). NOTE EN 13001-3-1 deals only with the limit state method in accordance with EN 13001-1. 2 Normative references The following d
47、ocuments, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 1990:2002, Eurocode
48、 Basis of structural design EN 1993-1-8:2005, Eurocode 3: Design of steel structures Part 1-8: Design of joints EN 10025-2:2004, Hot rolled products of structural steels Part 2: Technical delivery conditions for non-alloy structural steels EN 10025-3:2004, Hot rolled products of structural steels Pa
49、rt 3: Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels EN 10025-4:2004, Hot rolled products of structural steels Part 4: Technical delivery conditions for thermomechanical rolled weldable fine grain structural steels EN 10025-6:2004, Hot rolled products of structural steels Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition EN 10029:2010, Hot rolled steel plates 3 mm thi
