EN 13107-2015 en Safety requirements for cableway installations designed to carry persons - Civil engineering works《架空索道设备的安全要求 土木工程作品》.pdf

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1、BSI Standards PublicationBS EN 13107:2015Safety requirements forcableway installationsdesigned to carry persons Civil engineering worksBS EN 13107:2015 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 13107:2015. Itsupersedes BS EN 13107:2004 which is withdrawn.T

2、he UK participation in its preparation was entrusted to TechnicalCommittee MCE/20, Aerial ropeways.A list of organizations represented on this committee can beobtained on request to its secretary.This publication does not purport to include all the necessaryprovisions of a contract. Users are respon

3、sible for its correctapplication. The British Standards Institution 2016. Published by BSI StandardsLimited 2016ISBN 978 0 580 81436 5ICS 45.100Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Standard was published under the authority of theStandards Poli

4、cy and Strategy Committee on 30 April 2016.Amendments issued since publicationDate Text affectedBS EN 13107:2015EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13107 June 2015 ICS 45.100 Supersedes EN 13107:2004English Version Safety requirements for cableway installations designed to carry per

5、sons - Civil engineering works Prescriptions de scurit pour les installations cbles transportant des personnes - Ouvrages de gnie civil Sicherheitsanforderungen an Seilbahnen fr den Personenverkehr - Bauwerke This European Standard was approved by CEN on 3 December 2014. CEN members are bound to com

6、ply 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 such national standards may be obtained on application to the CEN-CENELE

7、C 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 own language and notified to the CEN-CENELEC Management Centre has the s

8、ame 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, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembour

9、g, 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 NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2

10、015 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13107:2015 EBS EN 13107:2015EN 13107:2015 (E) Contents Page Foreword 5 1 Scope 8 2 Normative references 8 3 Terms and definitions .9 4 Units and symbols .9 5 General requirements

11、. 10 5.1 Application of this standard 10 5.2 Safety principles . 10 5.3 Safety analysis 10 5.3.1 Reliability differentiation 10 5.3.2 Design situations 10 5.3.3 Design working life . 10 5.3.4 Durability . 10 6 Combinations of actions and safety measures . 11 6.1 Combinations of actions 11 6.2 Safety

12、 measures . 11 7 Actions and environmental influences . 11 7.1 General . 11 7.1.1 Principal classifications . 11 7.1.2 Characteristic and representative values of actions 12 7.1.3 Environmental influences 12 7.2 Actions for aerial ropeways . 12 7.2.1 General . 12 7.2.2 Permanent actions 13 7.2.3 Var

13、iable actions 13 7.2.4 Accidental actions 17 7.2.5 Other actions and effects . 19 7.3 Actions for funicular railways . 19 7.3.1 General . 19 7.3.2 Permanent actions 19 7.3.3 Variable actions 20 7.3.4 Accidental actions 22 7.3.5 Other actions and effects . 24 7.4 Actions for ski-tows 24 7.4.1 General

14、 . 24 7.4.2 Permanent actions 24 7.4.3 Variable actions 25 7.4.4 Accidental actions 27 7.4.5 Other actions and effects . 29 8 Limit states 29 8.1 General . 29 8.2 Limit state design . 30 9 Verifications 30 9.1 General . 30 9.2 Design values of actions 30 9.3 Verification of ultimate limit state . 31

15、 9.3.1 General . 31 2 BS EN 13107:2015EN 13107:2015 (E) 9.3.2 Verification of static equilibrium and strength (ground, components) . 31 9.3.3 Combination of actions 32 9.3.4 Partial factors 33 9.4 Verification of serviceability limit state 34 9.4.1 General . 34 9.4.2 Verification of serviceability l

16、imit states 34 9.4.3 Combination of actions 34 9.4.4 Deformations . 35 9.4.5 Rotations 35 9.4.6 Vibrations of work platforms . 36 9.5 Verification of fatigue . 37 9.5.1 General . 37 9.5.2 Fatigue loading 38 9.5.3 Fatigue loads for continuous circulation . 38 9.5.4 Fatigue loads for monocable group r

17、opeways and group aerial ropeways . 39 9.5.5 Fatigue loads for double cableway installations . 39 9.5.6 Fatigue loads for funicular railways 40 9.5.7 Fatigue resistance. 40 9.5.8 Verification . 40 9.6 Fire design verifications . 41 10 Type of construction. 42 10.1 Concrete structures 42 10.1.1 Gener

18、al . 42 10.1.2 Foundations . 42 10.1.3 Bridges of funicular railways and ski-tows 42 10.1.4 Structures subjected to fatigue . 42 10.2 Steel structures . 42 10.2.1 General . 42 10.2.2 Steel grade and quality . 43 10.2.3 Bridges of funicular railways and ski-tows 43 10.2.4 Structures subjected to fati

19、gue . 43 10.3 Composite steel and concrete structures 43 10.4 Timber structures 43 10.5 Geotechnical construction works . 44 10.6 Seismic design 44 10.7 Aluminium structures . 44 10.7.1 Buildings 44 10.7.2 Structures subjected to fatigue . 44 11 Components 44 11.1 Foundations General . 44 11.2 Sprea

20、d foundations 44 11.2.1 Verification of ultimate limit state for spread foundations . 44 11.2.2 Verification of the serviceability limit state for spread foundations . 46 11.3 Deep foundations anchors and piling 46 11.4 Railings, balustrades, and barriers . 47 11.4.1 General . 47 11.4.2 Railings in

21、public areas 47 11.4.3 Railings in work areas 47 11.5 Connection between steel line support structure and foundation 48 11.6 Line structures of funicular railways 48 11.6.1 Track . 48 11.6.2 Track infrastructure 48 11.6.3 Track superstructure 48 11.6.4 Bridges . 49 11.6.5 Tunnels and galleries . 49

22、11.7 Bridges for ski-tows 49 12 Protection of workers . 49 12.1 General . 49 3 BS EN 13107:2015EN 13107:2015 (E) 12.2 Work platforms 49 12.3 Access to work platforms 50 12.4 Gangways for return stations 50 12.5 Rope lifting devices and roller batteries 50 12.6 Running rails for carriers . 51 12.7 Pr

23、ovisions for load handling devices . 51 12.8 Handling devices for drive elements 51 12.9 Anchor points for tensioning ropes 51 Annex A (normative) Documentation . 52 A.1 General . 52 A.2 General data 52 A.3 Technical documents . 52 A.3.1 General . 52 A.3.2 Utilization plan (requirements specificatio

24、n) . 52 A.3.3 Project principles / Specifications / Technical Report 53 A.4 Verifications and calculations . 53 A.4.1 Verifications 53 A.4.2 Calculations . 53 A.4.3 Plans 54 A.5 Records 54 Annex B (informative) Extracts from the EN 1990:2002 . 55 B.1 General . 55 B.2 Terms and definitions 55 B.3 Saf

25、ety principles (essential requirements) 57 B.4 Safety analysis 57 B.4.1 Reliability differentiation EN 1990:2002, 2.2 57 B.4.2 Durability EN 1990:2002, 2.4 58 B.4.3 Design situations EN 1990:2002, 3.2 59 B.5 Safety measures . 59 B.5.1 Assumptions EN 1990:2002, 1.3 . 59 B.5.2 Further safety measures

26、59 B.5.3 Quality management EN 1990:2002, 2.5 . 60 B.6 Fundamentals for limit state design . 60 B.6.1 General EN 1990:2002, 3.1 . 60 B.6.2 Ultimate limit states EN 1990:2002, 3.3 60 B.6.3 Serviceability limit states EN 1990:2002, 3.4 . 61 Annex ZA (informative) Relationship between this European Sta

27、ndard and the Essential Requirements of EU Directive 2000/9/EC relative to cableway installations designed to carry persons 62 Bibliography . 65 4 BS EN 13107:2015EN 13107:2015 (E) Foreword This document (EN 13107:2015) has been prepared by Technical Committee CEN/TC 242 “Safety requirements for pas

28、senger transportation by rope”, the secretariat of which is held by AFNOR. 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 December 2015, and conflicting national standards shall be withdrawn at t

29、he latest by December 2015. Attention is drawn to the possibility that some of the elements of 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 supersedes EN 13107:2004. This document has

30、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 2000/9/EC. For the relationship with the EU Directive 2000/9/EC, see informative Annex ZA, which is an integral part of this document. Wi

31、th respect to EN 13107:2004, the following significant amendments have been made: Since the present standard was enacted, the Eurocodes 0 to 9 have come into force, which is why they have lost the status of a pre-standard “ENV”. The Eurocodes are binding in regard to the design and sizing for the en

32、tire construction, but also for the area of cableway installations. Many adjustments in this revision phase justify themselves because the updates in relation to these standards resulted in numerous editorial, conceptual, as well as substantive changes. Due to various inaccuracies in the translation

33、 from English (2004: Original document), some textual changes had to be made in the German and French versions. In the German version, a “muss-Formulierung” “must formulation” was used consistently at Germanys request for the requirements with mandatory character. In the French version, “doit” is us

34、ed for this. The German spelling rules were taken into account where necessary with “” instead of “ss”. In 5.3.3, the working life of some structural parts has been adjusted to current knowledge. In 7.2.3.2, the variable actions of the rope forces in determining the amount of hydraulic braced system

35、s may relate to the nominal base clamping force and not to the upper limit. Clause 7 defines, under the payloads, the horizontal action on railing in public areas and in the working platforms, the snow load that is to be considered, as well as the accidental action on attachment points. In Clause 7,

36、 it has been pointed out that environmental influences are to be established through expert opinion or if available national regulations may / shall be used. The environmental impacts have been added to the parameters; in particular the relevant return period has been determined according to whether

37、 the action represents a variable or accidental action. In Clause 7 “Actions and environmental influences,“ there were some reallocations of accidental to variable actions (e.g. simultaneous incursion of the operational and safety brake, frequently occurring avalanche impacts, etc.). 5 BS EN 13107:2

38、015EN 13107:2015 (E) In 7.2 the size of the nosing force has been defined, instead of referring to the carrier standard EN 13796-1. The nosing force is caused by irregularities in the track and shall therefore be determined by EN 13107. Moreover, it has primary effects on the concept and the executi

39、on of the track as well as the engineering structures. In 9.4.4.2, the permitted value of the support deformation was increased for combined support / compression towers. Moreover, it no longer deals with the threshold values, but with the indicative values for the specified support deformations. Su

40、bclause 9.5 “Verification of fatigue” has been completely rewritten and updated in accordance with the state of the art. In 10.2, some specific rules for manufacturing processes as well as steel grades and quality were adjusted or deleted to comply with Eurocode 3 which was enacted, since the releva

41、nt standard is precise and detailed in this regard. Subclauses 11.1 to 11.3, were revised based on the current EN 1997-1 and adapted to the needs of the area of cableway installations. 11.4 has been re-added to the standard for the public sector because it provides relevant reference to EN 13107 in

42、EN 12929-1. 11.6 has been restructured and redrafted. Reference is made to the standard CEN/TC 256/DC 1 for the concept and execution of the track superstructure. Subclause 11.8 “Miscellaneous” has been removed altogether. It mainly dealt with the requirements for fire protection, which have been ne

43、wly recorded in Section 7 (“Fire” with respect to the three aforementioned cableway installation systems). In Clause 7, and in Subclause 9.6, references to fire risks that are typical for cableway installations as well as to CEN/TR 14819-1 and CEN/TR 14819-2 have been made. Reference is also made to

44、 the national regulations. In Clause 12, 12.1 as well as Figure 2 “Safety distances with vehicles” has been deleted. Similar requirements are contained in EN 12929-1. At this point, a “General” subclause with general principles for employee protection has been added. Annex A has been editorially rev

45、ised and adapted to the new terms and definitions. Annex B has been adapted to the new terminology in EN 1990 and three new terms and definitions have been added (rope shoe, track rope saddle, friction coefficient). For texts that are quoted from EN 1990 almost word for word, DE applications concern

46、ing a “must formulation” had not been implemented. Annex C (Deviation A) has been deleted. Annex ZA has been updated. This European Standard is part of a series of standards concerning safety requirements for cableway installations designed for passenger transport. This series consists of the follow

47、ing standards: EN 1907, relating to Terminology EN 12929 (all parts), relating to General requirements EN 12930, relating to Calculations EN 12927 (all parts), relating to Cables 6 BS EN 13107:2015EN 13107:2015 (E) EN 1908, relating to Tensioning devices EN 13223, relating to Drive systems and other

48、 mechanical equipment EN 13796 (all parts), relating to Carriers EN 13243, relating to Electrical equipment other than for drive systems EN 13107, relating to Civil engineering works EN 1709, relating to Pre-commissioning inspection, maintenance, operational inspection and checks EN 1909, relating t

49、o Recovery and evacuation EN 12397, relating to Operation EN 12408, relating to Quality control Together these form a series of standards applicable to the design, manufacturer, installation, maintenance and operation of cableway installations designed for passenger transport. According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cypr