1、September 2015Translation by DIN-Sprachendienst.English price group 25No 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 45.100!%F0$“2351301www.din.deDDIN EN 13107Safety requirements for cableway installations designed to carrypersons Civil engineering works;English version EN 13107:2015,English translation of DIN EN 13107:2015-09Sicherheitsanforderungen an Seilbahnen fr den Personenverkehr Bauwerke;Englische Fassu
3、ng EN 13107:2015,Englische bersetzung von DIN EN 13107:2015-09Prescriptions de scurit pour les installations cbles transportant des personnes Ouvrages de gnie civil;Version anglaise EN 13107:2015,Traduction anglaise de DIN EN 13107:2015-09SupersedesDIN EN 13107:2005-06www.beuth.deIn case of doubt, t
4、he German-language original shall be considered authoritative.Document comprises 68 pages09.15 DIN EN 13107:2015-09 2 A comma is used as the decimal marker. National foreword This document (EN 13107:2015) has been prepared by Technical Committee CEN/TC 242 “Safety require-ments for passenger transpo
5、rtation by rope” (Secretariat: AFNOR, France). The responsible German body involved in its preparation was the DIN-Normenausschuss Fahrweg und Schienenfahrzeuge (DIN Standards Committee Railway), Working Committee NA 087-00-16 AA Seilbahnen. This standard is based on a German reference version. Amen
6、dments This standard differs from DIN EN 13107:2005-06 as follows: a) the standard has been editorially and technically revised to be in line with Eurocodes 0 to 9; b) the content has been restructured to improve readability of the standard; c) in the German version, a “muss-Formulierung” (“shall fo
7、rmulation”) is used for requirements with manda-tory character; d) in Subclause 5.3.3, the working life of some structural parts has been adjusted to current knowledge; e) in Clause 7 “Actions and environmental influences”, it has been pointed out that environmental influences are to be established
8、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 the action represents a variable or accidental action; f) in Clause 7 “Actions
9、 and environmental influences”, there were some reallocations of accidental to vari-able actions; g) 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 the n
10、ational regulations; h) Subclause 7.2.3.2 “Actions induced by ropes and carriers” has been revised with regard to the variable actions of the rope forces in determining the amount of hydraulic braced systems; i) Subclause 7.2.3.5 “Imposed loads” defines the horizontal action on railings in public ar
11、eas, and in the working platforms, the snow load that is to be considered, as well as the accidental action on attachment points; j) in Subclause 7.3.3.5, the size of the nosing force has been defined; k) in Subclause 9.4.4.2, the specified support deformations are no longer threshold values, but in
12、dicative values. The recommended indicative value for combined support/compression towers has been increased as compared with the previous threshold value; l) Subclause 9.5 “Verification of fatigue” has been completely revised and brought in line with the state of the art; m) in Subclause 10.2 “Stee
13、l structures”, some specific rules for manufacturing processes as well as steel grades and quality have been adjusted or deleted to comply with Eurocode 3 which is now in force, since the relevant standard is precise and detailed in this regard; DIN EN 13107:2015-09 3 n) the following subclauses hav
14、e been revised based on the current EN 1997-1 and adapted to the needs of cableway installations; 11.1 “Foundations General” 11.2 “Spread foundations” 11.3 “Deep foundations anchors and piling”; o) Subclause 11.4 “Railings, balustrades, and barriers” has been added, as EN 12929-1 makes reference to
15、EN 13107 in connection with these; p) Subclause 11.6 “Line structures of funicular railways” (former Subclause 11.4) has been restructured and editorially revised. For the concept and execution of the track superstructure reference is made to the standards of CEN/TC 256/SC 1; q) the former Subclause
16、 11.6 has been deleted; r) in Clause 12, Subclause 12.1 “Safety distances with vehicles” has been deleted. Appropriate requirements are contained in EN 12929-1. A new Subclause 12.1 “General” with general principles for the protection of employees has been added; s) Annex A has been editorially revi
17、sed; t) Annex B has been aligned with EN 1990; three new terms and definitions have been added: rope shoe, track rope saddle and friction coefficient; u) Annex C “A-deviations” has been deleted; v) Annex ZA (informative) has been updated. Previous editions DIN EN 13107: 2005-06 DIN EN 13107:2015-09
18、4 This page is intentionally blank EN 13107June 2015 ICS 45.100 Supersedes EN 13107:2004English Version Safety requirements for cableway installations designed to carry persons - Civil engineering works Prescriptions de scurit pour les installations cbles transportant des personnes - Ouvrages de gni
19、e civil Sicherheitsanforderungen an Seilbahnen fr den Personenverkehr - Bauwerke This European Standard was approved by CEN on 3 December 2014. 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 n
20、ational standard without any alteration. Up-to-date lists and bibliographical references concerning such 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
21、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 same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cypru
22、s, 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, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United King
23、dom. CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2015 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13107:2015 EEUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROP
24、EN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGContents Page Foreword 5 1 Scope 8 2 Normative references 8 3 Terms and definitions .9 4 Units and symbols .9 5 General requirements . 10 5.1 Application of this standard 10 5.2 Safety principles . 10 5.3 Safety analysis 10 5.3.1 Reliability different
25、iation 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 measures . 11 7 Actions and environmental influences . 11 7.1 General . 11 7.1.1 Principal classifications . 11 7.1.2
26、 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 Variable actions 13 7.2.4 Accidental actions 17 7.2.5 Other actions and effects . 19 7.3 Actions for funicular railways .
27、 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 . 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
28、 . 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 9.3.1 General . 31 2 DIN EN 13107:2015-09 EN 13107:2015 (E) 9.3.2 Verification of static equilibrium and strength (gr
29、ound, 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 limit states 34 9.4.3 Combination of actions 34 9.4.4 Deformations . 35 9.4.5 Rotations 35 9.4.6 Vibrations of wor
30、k 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 ropeways and group aerial ropeways . 39 9.5.5 Fatigue loads for double cableway installations . 39 9.5.6 Fatigue l
31、oads 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 General . 42 10.1.2 Foundations . 42 10.1.3 Bridges of funicular railways and ski-tows 42 10.1.4 Structures subjected
32、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 fatigue . 43 10.3 Composite steel and concrete structures 43 10.4 Timber structures 43 10.5 Geotechnical construction
33、 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 Spread foundations 44 11.2.1 Verification of ultimate limit state for spread foundations . 44 11.2.2 Verification of t
34、he 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 public areas 47 11.4.3 Railings in work areas 47 11.5 Connection between steel line support structure and foundat
35、ion 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 11.7 Bridges for ski-tows 49 12 Protection of workers . 49 12.1 General . 49 3 DIN EN 13107:2015-09EN 13107:2015
36、(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 Provisions for load handling devices . 51 12.8 Handling devices for drive elements 51 12.9 Anchor points for ten
37、sioning 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 specification) . 52 A.3.3 Project principles / Specifications / Technical Report 53 A.4 Verifications and calculations . 5
38、3 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 Safety principles (essential requirements) 57 B.4 Safety analysis 57 B.4.1 Reliability differentiation EN 1990:20
39、02, 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 59 B.5.3 Quality management EN 1990:2002, 2.5 . 60 B.6 Fundamentals for limit state design . 60 B.6.1 General
40、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 Standard and the Essential Requirements of EU Directive 2000/9/EC relative to cableway installations designed to
41、carry persons 62 Bibliography . 64 4 DIN EN 13107:2015-09 EN 13107:2015 (E) Foreword This document (EN 13107:2015) has been prepared by Technical Committee CEN/TC 242 “Safety requirements for passenger transportation by rope”, the secretariat of which is held by AFNOR. This European Standard shall b
42、e 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 the latest by December 2015. Attention is drawn to the possibility that some of the elements of this docum
43、ent 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 been prepared under a mandate given to CEN by the European Commission and the European Free Trade Associa
44、tion, 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. With respect to EN 13107:2004, the following significant amendments have been made: Since the present stand
45、ard 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 entire construction, but also for the area of cableway installations. Many adjustments in this revision pha
46、se 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 from English (2004: Original document), some textual changes had to be made in the German and French ver
47、sions. 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 used for this. The German spelling rules were taken into account where necessary with “” instead of “ss”. I
48、n 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 systems 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
