EN 1991-3-2006 en Eurocode 1 - Actions on structures - Part 3 Actions induced by cranes and machinery (Incorporating Corrigendum December 2012)《欧洲法规1 建筑物的作用 第3部分 吊机及施工机械产生的作用 代替ENV.pdf

《EN 1991-3-2006 en Eurocode 1 - Actions on structures - Part 3 Actions induced by cranes and machinery (Incorporating Corrigendum December 2012)《欧洲法规1 建筑物的作用 第3部分 吊机及施工机械产生的作用 代替ENV.pdf》由会员分享，可在线阅读，更多相关《EN 1991-3-2006 en Eurocode 1 - Actions on structures - Part 3 Actions induced by cranes and machinery (Incorporating Corrigendum December 2012)《欧洲法规1 建筑物的作用 第3部分 吊机及施工机械产生的作用 代替ENV.pdf（50页珍藏版）》请在麦多课文档分享上搜索。

1、BRITISH STANDARDBS EN1991-3:2006Eurocode 1 Actions on structuresPart 3: Actions induced by cranes and machineryThe European Standard EN 1991-3:2006 has the status of aBritishStandardICS 91.010.30 - : 006Incorporating corrigendum December 2012 aand March 2013BS EN 1991-3:2006ISBN 978 0 580 80741 1Ame

2、ndments/corrigenda issued since publicationDate Comments28 February 2013 Implementation of CEN corrigendum December 2012This British Standard waspublished under the authorityof the Standards Policy andStrategy Committee on 29 September 2006 The British Standards Institution 2013.Published by BSI Sta

3、ndardsLimited 2013National forewordThis British Standard is the UK implementation of EN 1991-3:2006,incorporating corrigendum December 2012.The start and finish of text introduced or altered by corrigendum is indicatedin the text by tags. Text altered by CEN corrigendum December 2012 isindicated in

4、the text by The UK participation in its preparation was entrusted by Technical CommitteeB/525, Building and civil engineering structures, to Subcommittee B/525/1,Actions (loadings) and basis of design.A list of organizations represented on this subcommittee can be obtained onrequest to its secretary

5、.Where a normative part of this EN allows for a choice to be made at thenational level, the range and possible choice will be given in the normativetext, and a note will qualify it as a Nationally Determined Parameter (NDP).NDPs can be a specific value for a factor, a specific level or class, a part

6、icularmethod or a particular application rule if several are proposed in the EN.To enable EN 1991-3 to be used in the UK, the latest version of the NA to thisStandard containing these NDPs should also be used. At the time of publication,it is NA to BS EN 1991-3:2006.This publication does not purport

7、 to include all the necessary provisions of acontract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity fromlegal obligations. BS EN 1991-3:20062662 7l i f i 30 April 2013 Corrections to misaligned text throughout standardBS EN 1991-3:2006IS

8、BN 978 0 580 80741 1Amendments/corrigenda issued since publicationDate Comments28 February 2013 Implementation of CEN corrigendum December 2012This British Standard was published under the authority of the Standards Policy and Strategy Committee on 29 September 2006 The British Standards Institution

9、 2013. Published by BSI Standards Limited 2013National forewordThis British Standard is the UK implementation of EN 1991-3:2006, incorporating corrigendum December 2012.The start and finish of text introduced or altered by corrigendum is indicated in the text by tags. Text altered by CEN corrigendum

10、 December 2012 is indicated in the text by The UK participation in its preparation was entrusted by Technical Committee B/525, Building and civil engineering structures, to Subcommittee B/525/1, Actions (loadings) and basis of design.A list of organizations represented on this subcommittee can be ob

11、tained on request to its secretary.Where a normative part of this EN allows for a choice to be made at the national level, the range and possible choice will be given in the normative text, and a note will qualify it as a Nationally Determined Parameter (NDP). NDPs can be a specific value for a fact

12、or, a specific level or class, a particular method or a particular application rule if several are proposed in the EN.To enable EN 1991-3 to be used in the UK, the latest version of the NA to this Standard containing these NDPs should also be used. At the time of publication, it is NA to BS EN 1991-

13、3:2006.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations.EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 1991-3July 2006ICS 91.0

14、10.30 Supersedes ENV 1991-5:1998 English VersionEurocode 1 - Actions on structures - Part 3: Actions induced bycranes and machineryEurocode 1 - Actions sur les structures - Partie 3: Actionsinduites par les appareils de levage et les machinesEurocode 1 - Einwirkungen auf Tragwerke - Teil 3:Einwirkun

15、gen infolge von Kranen und MaschinenThis European Standard was approved by CEN on 9 January 2006.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-d

16、ate lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the r

17、esponsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Irel

18、and, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36

19、B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1991-3:2006: EIncorporating corrigendum December 2012EN 1991-3:2006 (E)page 2CONTENTS PageFOREW ORD.4BACKGROUND OF THE EUROCODE PROGRAMME. 4STATUSAND FIELDOFAPPLICA

20、TION OF EUROCODES 5NATIONAL STANDARDSIMPLEMENTING EUROCODES.6LINKS BETWEEN EUROCODESAND HARMONISED TECHNICALSPECIFICATIONS (ENSANDETAS) FOR PRODUCTS .6ADDITIONALINFORMATIONSPECIFIC FOR EN 1991-3. 6NATIONALANNEXFOR EN1991-3 7SECTION 1GENERAL.81.1 SCOPE. 81.2 NORMATIVE REFERENCES . 81.3 DISTINCTIONBET

21、WEEN PRINCIPLESAND APPLICATION RULES 81.4 TERMS ANDDEFINITIONS . 91.4.1 Termsand definitions specifically forhoistsand cranesonrunway beams. 91.4.2 Termsand definitions specifically foractions inducedbymachines 111.5 SYMBOLS .12SECTION 2 ACTIONSINDUCED BY HOISTS ANDCRANES ON RUNWA YBEAMS 142.1 FIELD

22、 OF APPLICATION. 142.2 CLASSIFICATIONS OF ACTIONS.142.2.1 General 142.2.2 Variableactions . 142.2.3 Accidental actions 152.3 DESIGN SITUATIONS 162.4 REPRESENTATIONOFCRANE ACTIONS 172.5 LOADARRANGEMENTS . 172.5.1 Monorailhoist blocks underslung from runway beams. 172.5.1.1Vertical loads 172.5.1.2 Hor

23、izontal forces 172.5.2Overheadtravellingcranes 172.5.2.1Vertical loads 172.5.2.2Horizontal forces.182.5.3Multiple crane action 202.6 VERTICALCRANE LOADS - CHARACTERISTIC VALUES212.7 HORIZONTAL CRANE LOADS - CHARACTERISTIC VALUES 232.7.1 General 232.7.2 Longitudinal forces HL,iand transverse forces H

24、T,icaused by accelerationanddecelerationofthe crane. 232.7.3 Driveforce K. 252.7.4 Horizontal forces HS,i,j,kand theguide force S caused by skewingofthe crane 262.8 TEMPERATURE EFFECTS. 302.9 LOADS ON ACCESS WALKWAYS, STAIRS, PLATFORMSAND GUARDRAILS . 302.9.1 Vertical loads 302.9.2 Horizontal loads3

25、02.10 TEST LOADS302.11 ACCIDENTALACTIONS 312.11.1 Bufferforces HB,1relatedtocrane movement 312.11.2 Bufferforces HB,2relatedtomovements of thecrab 322.11.3 Tiltingforces 32BS EN 1991-3:2006EN 1991-3:2006 (E)EN 1991-3:2006 (E)page 2CONTENTS PageFOREW ORD.4BACKGROUND OF THE EUROCODE PROGRAMME. 4STATUS

26、AND FIELDOFAPPLICATION OF EUROCODES 5NATIONAL STANDARDSIMPLEMENTING EUROCODES.6LINKS BETWEEN EUROCODESAND HARMONISED TECHNICALSPECIFICATIONS (ENSANDETAS) FOR PRODUCTS .6ADDITIONALINFORMATIONSPECIFIC FOR EN 1991-3. 6NATIONALANNEXFOR EN1991-3 7SECTION 1GENERAL.81.1 SCOPE. 81.2 NORMATIVE REFERENCES . 8

27、1.3 DISTINCTIONBETWEEN PRINCIPLESAND APPLICATION RULES 81.4 TERMS ANDDEFINITIONS . 91.4.1 Termsand definitions specifically forhoistsand cranesonrunway beams. 91.4.2 Termsand definitions specifically foractions inducedbymachines 111.5 SYMBOLS .12SECTION 2 ACTIONSINDUCED BY HOISTS ANDCRANES ON RUNWA

28、YBEAMS 142.1 FIELD OF APPLICATION. 142.2 CLASSIFICATIONS OF ACTIONS.142.2.1 General 142.2.2 Variableactions . 142.2.3 Accidental actions 152.3 DESIGN SITUATIONS 162.4 REPRESENTATIONOFCRANE ACTIONS 172.5 LOADARRANGEMENTS . 172.5.1 Monorailhoist blocks underslung from runway beams. 172.5.1.1Vertical l

29、oads 172.5.1.2 Horizontal forces 172.5.2Overheadtravellingcranes 172.5.2.1Vertical loads 172.5.2.2Horizontal forces.182.5.3Multiple crane action 202.6 VERTICALCRANE LOADS - CHARACTERISTIC VALUES212.7 HORIZONTAL CRANE LOADS - CHARACTERISTIC VALUES 232.7.1 General 232.7.2 Longitudinal forces HL,iand t

30、ransverse forces HT,icaused by accelerationanddecelerationofthe crane. 232.7.3 Driveforce K. 252.7.4 Horizontal forces HS,i,j,kand theguide force S caused by skewingofthe crane 262.8 TEMPERATURE EFFECTS. 302.9 LOADS ON ACCESS WALKWAYS, STAIRS, PLATFORMSAND GUARDRAILS . 302.9.1 Vertical loads 302.9.2

31、 Horizontal loads302.10 TEST LOADS302.11 ACCIDENTALACTIONS 312.11.1 Bufferforces HB,1relatedtocrane movement 312.11.2 Bufferforces HB,2relatedtomovements of thecrab 322.11.3 Tiltingforces 32EN 1991-3:2006 (E)page 32.12 FATIGUE LOADS322.12.1 Singlecrane action. 322.12.2 Stress range effectsofmultiple

32、 wheel or crane actions. 35SECTION 3 ACTIONSINDUCED BYMACHINERY363.1 FIELD OF APPLICATION. 363.2 CLASSIFICATION OF ACTIONS. 363.2.1 General 363.2.2 Permanent actions 363.2.3 Variableactions . 373.2.4 Accidental actions 373.3 DESIGN SITUATIONS . 373.4 REPRESENTATIONOFACTIONS. 373.4.1 Nature of theloa

33、ds. 373.4.2 Modellingofdynamicactions. 383.4.3 Modellingofthe machinery-structureinteraction 383.5 CHARACTERISTIC VALUES 393.6 SERVICEABILITYCRITERIA .41ANNEX A(NORMATIVE)43BASISOFDESIGNSUPPLEMENTARYCLAUSESTOEN1990 FORRUNWAYBEAMSLOADED BY CRANES 43A.1GENERAL 43A.2ULTIMATE LIMITSTATES 43A.2.1 Combina

34、tions of actions. 43A.2.2 Partialfactors . 44A.2.3 -factorsfor crane loads 44A.3SERVICEABILITYLIMIT STATES 45A.3.1 Combinations of actions 45A.3.2 Partialfactors 45A.3.3 -factorsfor crane actions 45A.4FATIGUE .45ANNEX B (INFORMATIVE).46GUIDANCE FORCRANECLASSIFICATION FORFATIGUE46BS EN 1991-3:2006EN

35、1991-3:2006 (E)EN 1991-3:2006 (E)page 4 ForewordThisEuropean Standard (EN1991-3:2006)has been prepared by TechnicalCommittee CEN/TC250 “StructuralEurocodes”, the secretariat of whichisheldbyBSI.CEN/TC 250 is responsible for all Structural Eurocodes. This European Standard supersedes ENV 1991-5:1998.

36、 ThisEuropean Standard shall be given thestatusofanationalstandard, either bypublication of an identical text or by endorsement, atthe latest by October2006, and conflicting national standards shall be withdrawn at the latest by March 2010. Accordingto theCEN/CENELEC Internal Regulations, thenationa

37、lstandardsorganizations of thefollowing 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, Poland, Portugal,

38、 Romania, Slovakia, Slovenia,Spain, Sweden, Switzerlandand theUnitedKingdom.Background of the Eurocode programmeIn 1975, theCommission ofthe European Community decided on an action programmein the field of construction, based on article 95 of theTreaty. The objectiveoftheprogrammewas theelimination

39、of technical obstacles to trade and theharmonisation oftechnical specifications. Within thisaction programme, the Commission took the initiativeto establish aset ofharmonised technical rulesfor thedesign of construction workswhich, in a firststage, would serveasan alternativeto thenationalrules in f

40、orce in the Member States and, ultimately, would replace them. Forfifteen years, theCommission, with the help ofaSteering Committeewith Representatives of Member States, conducted the developmentofthe Eurocodesprogramme, which led to the first generation of European codes in the 1980s. In 1989, theC

41、ommission and theMemberStatesofthe EU and EFTA decided, on thebasis of an agreement1between the Commission and CEN, to transfer thepreparation and thepublication of theEurocodesto theCEN through aseries of Mandates, in orderto provide them with a future statusofEuropean Standard (EN). Thislinks de f

42、acto theEurocodeswith the provisionsofall theCouncilsDirectives and/or CommissionsDecisionsdealingwith European standards(e.g. the Council Directive89/106/EEC on construction products-CPD -and Council Directives 93/37/EEC, 92/50/EEC and 89/440/EEC on public worksand services and equivalent EFTA Dire

43、ctives initiated in pursuit of setting up the internal market). 1Agreementbetween theCommission of theEuropeanCommunitiesand theEuropeanCommitteefor Standardisation(CEN)concerning theworkonEUROCODESfor thedesignofbuildingand civilengineeringworks (BC/CEN/03/89).BS EN 1991-3:2006EN 1991-3:2006 (E)EN

44、1991-3:2006 (E)page 4 ForewordThisEuropean Standard (EN1991-3:2006)has been prepared by TechnicalCommittee CEN/TC250 “StructuralEurocodes”, the secretariat of whichisheldbyBSI.CEN/TC 250 is responsible for all Structural Eurocodes. This European Standard supersedes ENV 1991-5:1998. ThisEuropean Stan

45、dard shall be given thestatusofanationalstandard, either bypublication of an identical text or by endorsement, atthe latest by October2006, and conflicting national standards shall be withdrawn at the latest by March 2010. Accordingto theCEN/CENELEC Internal Regulations, thenationalstandardsorganiza

46、tions of thefollowing 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, Poland, Portugal, Romania, Slovakia

47、, Slovenia,Spain, Sweden, Switzerlandand theUnitedKingdom.Background of the Eurocode programmeIn 1975, theCommission ofthe European Community decided on an action programmein the field of construction, based on article 95 of theTreaty. The objectiveoftheprogrammewas theelimination of technical obsta

48、cles to trade and theharmonisation oftechnical specifications. Within thisaction programme, the Commission took the initiativeto establish aset ofharmonised technical rulesfor thedesign of construction workswhich, in a firststage, would serveasan alternativeto thenationalrules in force in the Member States and, ultimately, would replace them. Forfifteen years, theCommission, with the help ofaSteering Committeewith Representatives of Member Stat