1、 One or more corrigenda exist with corrections to this document. These can be searched online and ordered free of charge at www.beuth.de December 2010 Translation by DIN-Sprachendienst.English price group 18No part of this translation may be reproduced without prior permission ofDIN Deutsches Instit
2、ut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 53.020.20; 91.010.30!$laZ“1736255www.din.deDDIN EN 1991-3Eurocode 1: Actions on structures Part 3: Actions induced by cranes and machineryEnglish translation of
3、 DIN EN 1991-3:2010-12Eurocode 1: Einwirkungen auf Tragwerke Teil 3: Einwirkungen infolge von Kranen und MaschinenEnglische bersetzung von DIN EN 1991-3:2010-12Eurocode 1: Actions sur les structures Partie 3: Actions induites par les appareils de levage et les machinesTraduction anglaise de DIN EN 1
4、991-3:2010-12SupersedesDIN EN 1991-3:2007-03;together with supersedesDIN 1055-10:2004-07, withdrawn2010-07www.beuth.deDocument comprises 48 pagesIn case of doubt, the German-language original shall be considered authoritative.DIN EN 1991-3/NA:2010-12,04.11 DIN EN 1991-3:2010-12 2 A comma is used as
5、the decimal marker. National foreword This standard has been prepared by Technical Committee CEN/TC 250 “Structural Eurocodes” (Secretariat: BSI, United Kingdom). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Commit
6、tee), Working Committee NA 005-51-02 AA Einwirkungen auf Bauten. This European Standard is part of a series of standards dealing with structural design (Eurocodes) which are intended to be used as a package. In Guidance Paper L on the application and use of Eurocodes, issued by the EU Commission, re
7、ference is made to compulsory transitional periods for the introduction of the Eurocodes in the member states. It will be the responsibility of CEN and the EU Commission to agree the details of the introduction on a case-by-case basis. In Germany, this standard is to be applied in conjunction with t
8、he National Annex. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. DIN and/or DKE shall not be held responsible for identifying any or all such patent rights. Amendments This standard differs from DIN V ENV 1991-5:2000-10 as follo
9、ws: a) the number of the standard has been changed to DIN EN 1991-3; b) the prestandard status has been changed to that of a full standard; c) the comments received from the national standards bodies have been incorporated; d) the text of the standard has been completely revised. Compared with DIN E
10、N 1991-3:2007-03 and DIN 1055-10:2004-07, the following corrections have been made to the German version only and therefore do not affect the English text: a) the standard has been based on European design rules; b) superseding notes have been corrected; c) the standard has been editorially revised.
11、 Previous editions DIN 1055-10: 2004-07 DIN V ENV 1991-5: 2000-10 DIN EN 1991-3: 2007-03 EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 1991-3July 2006ICS 91.010.30 Supersedes ENV 1991-5:1998 English VersionEurocode 1 - Actions on structures - Part 3: Actions induced bycranes and machineryEurocod
12、e 1 - Actions sur les structures - Partie 3: Actionsinduites par les appareils de levage et les machinesEurocode 1 - Einwirkungen auf Tragwerke - Teil 3:Einwirkungen infolge von Kranen und MaschinenThis European Standard was approved by CEN on 9 January 2006.CEN members are bound to comply with the
13、CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to
14、 any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CE
15、N members are the national standards bodies of Austria, Belgium, 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, Switze
16、rland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNG 2006 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1991-3:2006: EManagement Centre: Avenue Marnix 17, B-100
17、0 Brussels CONTENTS Page FOREWORD. 4 BACKGROUND OF THE EUROCODE PROGRAMME. 4 STATUS AND FIELD OF APPLICATION OF EUROCODES 5 NATIONAL STANDARDS IMPLEMENTING EUROCODES. 6 LINKS BETWEEN EUROCODES AND HARMONISED TECHNICAL SPECIFICATIONS (ENS AND ETAS) FOR PRODUCTS . 6 ADDITIONAL INFORMATION SPECIFIC FOR
18、 EN 1991-3. 6 NATIONAL ANNEX FOR EN 1991-3 7 SECTION 1 GENERAL . 8 1.1 SCOPE. 8 1.2 NORMATIVE REFERENCES . 8 1.3 DISTINCTION BETWEEN PRINCIPLES AND APPLICATION RULES 8 1.4 TERMS AND DEFINITIONS . 9 1.4.1 Terms and definitions specifically for hoists and cranes on runway beams. 9 1.4.2 Terms and defi
19、nitions specifically for actions induced by machines 11 1.5 SYMBOLS . 12 SECTION 2 ACTIONS INDUCED BY HOISTS AND CRANES ON RUNWAY BEAMS 142.1 FIELD OF APPLICATION. 14 2.2 CLASSIFICATIONS OF ACTIONS. 14 2.2.1 General 14 2.2.2 Variable actions . 14 2.2.3 Accidental actions 15 2.3 DESIGN SITUATIONS 16
20、2.4 REPRESENTATION OF CRANE ACTIONS 17 2.5 LOAD ARRANGEMENTS . 17 2.5.1 Monorail hoist blocks underslung from runway beams . 17 2.5.1.1 Vertical loads 17 2.5.1.2 Horizontal forces 17 2.5.2 Overhead travelling cranes 17 2.5.2.1 Vertical loads 17 2.5.2.2 Horizontal forces. 18 2.5.3 Multiple crane acti
21、on 20 2.6 VERTICAL CRANE LOADS - CHARACTERISTIC VALUES 21 2.7 HORIZONTAL CRANE LOADS - CHARACTERISTIC VALUES 23 2.7.1 General 23 2.7.2 Longitudinal forces HL,i and transverse forces HT,i caused by acceleration and deceleration of the crane . 23 2.7.3 Drive force K. 25 2.7.4 Horizontal forces HS,i,j,
22、k and the guide force S caused by skewing of the crane 26 2.8 TEMPERATURE EFFECTS. 30 2.9 LOADS ON ACCESS WALKWAYS, STAIRS, PLATFORMS AND GUARD RAILS . 30 2.9.1 Vertical loads 30 2.9.2 Horizontal loads 30 2.10 TEST LOADS 30 2.11 ACCIDENTAL ACTIONS 31 2.11.1 Buffer forces HB,1 related to crane moveme
23、nt 31 2.11.2 Buffer forces HB,2 related to movements of the crab 32 2.11.3 Tilting forces 32 DIN EN 1991-3:2010-12 EN 1991-3:2006 (E) 2 .2.12 FATIGUE LOADS 32 2.12.1 Single crane action. 32 2.12.2 Stress range effects of multiple wheel or crane actions. 35 SECTION 3 ACTIONS INDUCED BY MACHINERY 36 3
24、.1 FIELD OF APPLICATION. 36 3.2 CLASSIFICATION OF ACTIONS. 36 3.2.1 General 36 3.2.2 Permanent actions 36 3.2.3 Variable actions . 37 3.2.4 Accidental actions 37 3.3 DESIGN SITUATIONS . 37 3.4 REPRESENTATION OF ACTIONS. 37 3.4.1 Nature of the loads . 37 3.4.2 Modelling of dynamic actions . 38 3.4.3
25、Modelling of the machinery-structure interaction 38 3.5 CHARACTERISTIC VALUES 39 3.6 SERVICEABILITY CRITERIA . 41 ANNEX A (NORMATIVE) 43 BASIS OF DESIGN SUPPLEMENTARY CLAUSES TO EN 1990 FOR RUNWAY BEAMS LOADED BY CRANES 43 A.1 GENERAL 43 A.2 ULTIMATE LIMIT STATES 43 A.2.1 Combinations of actions. 43
26、 A.2.2 Partial factors . 44 A.2.3 -factors for crane loads 44 A.3 SERVICEABILITY LIMIT STATES 45 A.3.1 Combinations of actions 45 A.3.2 Partial factors 45 A.3.3 -factors for crane actions 45 A.4 FATIGUE . 45 ANNEX B (INFORMATIVE) . 46 GUIDANCE FOR CRANE CLASSIFICATION FOR FATIGUE 46 DIN EN 1991-3:20
27、10-12 EN 1991-3:2006 (E) 3 Foreword This European Standard (EN 1991-3:2006) has been prepared by Technical Committee CEN/TC 250 “Structural Eurocodes”, the secretariat of which is held by BSI. CEN/TC 250 is responsible for all Structural Eurocodes. This European Standard supersedes ENV 1991-5:1998.
28、This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by October 2006, and conflicting national standards shall be withdrawn at the latest by March 2010. According to the CEN/CENELEC Internal Regulations,
29、the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Po
30、land, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. Background of the Eurocode programme In 1975, the Commission of the European Community decided on an action programme in the field of construction, based on article 95 of the Treaty. The objective of the
31、programme was the elimination of technical obstacles to trade and the harmonisation of technical specifications. Within this action programme, the Commission took the initiative to establish a set of harmonised technical rules for the design of construction works which, in a first stage, would serve
32、 as an alternative to the national rules in force in the Member States and, ultimately, would replace them. For fifteen years, the Commission, with the help of a Steering Committee with Representatives of Member States, conducted the development of the Eurocodes programme, which led to the first gen
33、eration of European codes in the 1980s. In 1989, the Commission and the Member States of the EU and EFTA decided, on the basis of an agreement1 between the Commission and CEN, to transfer the preparation and the publication of the Eurocodes to the CEN through a series of Mandates, in order to provid
34、e them with a future status of European Standard (EN). This links de facto the Eurocodes with the provisions of all the Councils Directives and/or Commissions Decisions dealing with European standards (e.g. the Council Directive 89/106/EEC on construction products - CPD - and Council Directives 93/3
35、7/EEC, 92/50/EEC and 89/440/EEC on public works and services and equivalent EFTA Directives initiated in pursuit of setting up the internal market). 1 Agreement between the Commission of the European Communities and the European Committee for Standardisation (CEN) concerning the work on EUROCODES fo
36、r the design of building and civil engineering works (BC/CEN/03/89). DIN EN 1991-3:2010-12 EN 1991-3:2006 (E) 4 The Structural Eurocode programme comprises the following standards generally consisting of a number of Parts: EN 1990 Eurocode : Basis of Structural Design EN 1991 Eurocode 1: Actions on
37、structures EN 1992 Eurocode 2: Design of concrete structures EN 1993 Eurocode 3: Design of steel structures EN 1994 Eurocode 4: Design of composite steel and concrete structures EN 1995 Eurocode 5: Design of timber structures EN 1996 Eurocode 6: Design of masonry structures EN 1997 Eurocode 7: Geote
38、chnical design EN 1998 Eurocode 8: Design of structures for earthquake resistance EN 1999 Eurocode 9: Design of aluminium structures Eurocode standards recognise the responsibility of regulatory authorities in each Member State and have safeguarded their right to determine values related to regulato
39、ry safety matters at national level where these continue to vary from State to State. Status and field of application of Eurocodes The Member States of the EU and EFTA recognise that Eurocodes serve as reference documents for the following purposes: as a means to prove compliance of building and civ
40、il engineering works with the essential requirements of Council Directive 89/106/EEC, particularly Essential Requirement N1 Mechanical resistance and stability and Essential Requirement N2 Safety in case of fire ; as a basis for specifying contracts for construction works and related engineering ser
41、vices ; as a framework for drawing up harmonised technical specifications for construction products (ENs and ETAs) The Eurocodes, as far as they concern the construction works themselves, have a direct relationship with the Interpretative Documents2 referred to in Article 12 of the CPD, although the
42、y are of a different nature from harmonised product standards3. Therefore, technical aspects arising from the Eurocodes work need to be adequately considered by CEN Technical Committees and/or EOTA Working Groups working on product 2 According to Art. 3.3 of the CPD, the essential requirements (ERs)
43、 shall be given concrete form in interpretative documents for the creation of the necessary links between the essential requirements and the mandates for harmonised ENs and ETAGs/ETAs. 3 According to Art. 12 of the CPD the interpretative documents shall : a) give concrete form to the essential requi
44、rements by harmonising the terminology and the technical bases and indicating classes or levels for each requirement where necessary ; b) indicate methods of correlating these classes or levels of requirement with the technical specifications, e.g. methods of calculation and of proof, technical rule
45、s for project design, etc. ; c) serve as a reference for the establishment of harmonised standards and guidelines for European technical approvals. The Eurocodes, de facto, play a similar role in the field of the ER 1 and a part of ER 2. DIN EN 1991-3:2010-12 EN 1991-3:2006 (E) 5 standards with a vi
46、ew to achieving full compatibility of these technical specifications with the Eurocodes. The Eurocode standards provide common structural design rules for everyday use for the design of whole structures and component products of both a traditional and an innovative nature. Unusual forms of construct
47、ion or design conditions are not specifically covered and additional expert consideration will be required by the designer in such cases. National Standards implementing Eurocodes The National Standards implementing Eurocodes will comprise the full text of the Eurocode (including any annexes), as pu
48、blished by CEN, which may be preceded by a National title page and National foreword, and may be followed by a National annex. The National annex may only contain information on those parameters which are left open in the Eurocode for national choice, known as Nationally Determined Parameters, to be used for the design of buildings and civil engineering works to be constructed in the country concerned, i.e. : values and/or classes where alternatives are given in the Eurocode, values to be used where a symbol only is given in th
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