SIST EN 13107:2015
(Main)Safety requirements for cableway installations designed to carry persons - Civil engineering works
Safety requirements for cableway installations designed to carry persons - Civil engineering works
This European Standard specifies the safety requirements applicable to civil engineering works for installations for cableway installations designed to carry persons. In doing so, the various types of cableway installations and their environment are taken into consideration.
It includes requirements relating to the prevention of accidents and the protection of workers, notwithstanding the application of national regulations.
National regulations of a building regulations or federal / state regulations nature or which serve to protect particular groups of people remain unaffected.
It does not apply to cableway installations for transportation of goods nor to lifts.
This European Standard is applicable to:
new cableway installations designed to carry persons;
alterations to existing cableway installations, as far as the safety of civil engineering works or parts of them is involved and no contrary specifications apply.
Sicherheitsanforderungen an Seilbahnen für den Personenverkehr - Bauwerke
Diese Europäische Norm legt die Sicherheitsanforderungen für die Bauwerke der Seilbahnen für den Personenverkehr fest. Dabei werden die verschiedenen Seilbahnsysteme und deren Umgebung berück-sichtigt.
Sie enthält Anforderungen über die Unfallverhütung und den Arbeitnehmerschutz unbeschadet der Anwendung nationaler Vorschriften.
Nationale Vorschriften mit bau- oder ordnungsrechtlichem Charakter oder die dem Schutz besonderer Personengruppen dienen, bleiben unberührt.
Sie gilt weder für Seilbahnen des Güterverkehrs noch für Aufzüge.
Diese Europäische Norm gilt für:
- neue Seilbahnen für den Personenverkehr;
- Änderungen an bestehenden Seilbahnen, sofern die Sicherheit von Bauwerken oder Bauwerksteilen betroffen ist und keine anderslautenden nationalen Bestimmungen bestehen.
Prescriptions de sécurité pour les installations à câbles transportant des personnes - Ouvrages de génie civil
La présente Norme européenne établit les prescriptions de sécurité s’appliquant aux ouvrages de génie civil des installations à câbles transportant des personnes. Elle tient compte des différents systèmes de transport à câbles et de leur environnement.
Elle comprend des prescriptions relatives à la prévention des accidents et à la protection des travailleurs, sans préjudice du respect des prescriptions nationales.
Les prescriptions nationales à caractère juridique, du droit de la construction ou destinées à la protection de groupes particuliers de personnes, ne sont pas affectées.
La présente norme ne s’applique ni aux installations de transport à câbles destinées aux marchandises, ni aux ascenseurs.
La présente Norme européenne est applicable aux :
— nouvelles installations à câbles transportant des personnes ;
— modifications des installations existantes, dans la mesure où la sécurité des ouvrages de génie civil ou des éléments d’ouvrages de génie civil est concernée, est qu’il n’existe pas de dispositions nationales contradictoires.
Varnostne zahteve za žičniške naprave za prevoz oseb - Gradbena dela in objekti
Ta evropski standard določa varnostne zahteve za uporabo žičniških naprav za prevoz oseb v inženirskih objektih. Tako so obravnavani različni tipi žičniških naprav in njihovo okolje.
Vključuje zahteve v zvezi s preprečevanjem nesreč in zaščito delavcev ne glede na uporabo nacionalnih predpisov.
Standard ne vpliva na nacionalne predpise, ki urejajo gradbene predpise, predpise na federalni/državni ravni ali predpise, ki služijo zaščiti določene skupine ljudi.
Ne uporablja se za žičniške naprave za prevoz blaga ali dvigala.
Ta evropski standard se uporablja za:
– nove žičniške naprave, namenjene prevozu oseb;
– predelave obstoječih žičniških naprav v okviru varnosti inženirskih objektov ali njihovih delov, če v uporabi ni nobenih nasprotnih specifikacij.
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Sicherheitsanforderungen an Seilbahnen für den Personenverkehr - BauwerkePrescriptions de sécurité pour les installations à câbles transportant des personnes - Ouvrages de génie civilSafety requirements for cableway installations designed to carry persons - Civil engineering works45.100Cableway equipmentICS:Ta slovenski standard je istoveten z:EN 13107:2015SIST EN 13107:2015en,fr,de01-september-2015SIST EN 13107:2015SLOVENSKI
STANDARDSIST EN 13107:20051DGRPHãþD
SIST EN 13107:2015
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13107
June 2015 ICS 45.100 Supersedes EN 13107:2004English Version
Safety requirements for cableway installations designed to carry persons - Civil engineering works
Prescriptions de sécurité pour les installations à câbles transportant des personnes - Ouvrages de génie civil
Sicherheitsanforderungen an Seilbahnen für 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 national 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 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, 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, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
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 ESIST EN 13107:2015
EN 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 . 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 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 Variable 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 . 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 9.3.1 General . 31 2 SIST EN 13107:2015
EN 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 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 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 ropeways 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 General . 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 fatigue . 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 Spread 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 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 11.7 Bridges for ski-tows. 49 12 Protection of workers . 49 12.1 General . 49 3 SIST EN 13107:2015
EN 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 Provisions 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 specification) . 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 Safety 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 . 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 Standard and the Essential Requirements of EU Directive 2000/9/EC relative to cableway installations designed to carry persons . 62 Bibliography . 65
4 SIST EN 13107:2015
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 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 the 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 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. With 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 entire 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 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 Germany’s 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 “ß” 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 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 7, 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 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 SIST EN 13107:2015
EN 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 execution 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. Subclause 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 relevant 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 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 newly 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 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 revised 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 concerning a “must formulation” had not been implemented. Annex C (Deviation A) has been deleted. Ann
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SLOVENSKI SIST EN 13107
STANDARD
september 2015
Varnostne zahteve za žičniške naprave za prevoz oseb – Gradbena dela in
objekti
Safety requirements for cableway installations designed to carry persons –
Civil engineering works
Sicherheitsanforderungen an Seilbahnen für den Personenverkehr – Bauwerke
Prescriptions de sécurité pour les installations à câbles transportant des
personnes – Ouvrages de génie civil
Referenčna oznaka
ICS 45.100 SIST EN 13107:2015 (sl)
Nadaljevanje na straneh II do IV in od 1 do 62
© 2018-04: Slovenski inštitut za standardizacijo. Razmnoževanje ali kopiranje celote ali delov tega standarda ni dovoljeno.
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SIST EN 13107 : 2015
NACIONALNI UVOD
Standard SIST EN 13107 (sl), Varnostne zahteve za žičniške naprave za prevoz oseb – Gradbena dela
in objekti, 2015, ima status slovenskega standarda in je istoveten evropskemu standardu EN 13107
(en), Safety requirements for cableway installations designed to carry persons – Civil engineering works,
2015.
Ta standard nadomešča SIST EN 13107:2005.
NACIONALNI PREDGOVOR
Evropski standard EN 13107:2015 je pripravil tehnični odbor Evropskega komiteja za standardizacijo
CEN/TC 242 Varnostne zahteve za prevoz oseb z žičniškimi napravami. Slovenski standard SIST EN
13107:2015 je prevod evropskega standarda EN 13107:2015. V primeru spora glede besedila
slovenskega prevoda v tem standardu je odločilen izvirni evropski standard v angleškem jeziku.
Slovensko izdajo standarda je pripravil tehnični odbor SIST/TC DTN Dvigalne in transportne naprave.
Odločitev za izdajo tega standarda je dne 6. marca 2015 sprejel tehnični odbor SIST/TC DTN Dvigalne
in transportne naprave.
ZVEZE Z NACIONALNIMI STANDARDI
S privzemom tega evropskega standarda veljajo za omejeni namen referenčnih standardov vsi
standardi, navedeni v izvirniku, razen standardov, ki so že sprejeti v nacionalno standardizacijo:
SIST EN 795 Osebna varovalna oprema za zaščito pred padci z višine –
Sidrišča
SIST EN 1090-1 Izvedba jeklenih in aluminijastih konstrukcij – 1. del: Zahteve za
ugotavljanje skladnosti sestavnih delov konstrukcij
SIST EN 1090-2 Izvedba jeklenih in aluminijastih konstrukcij – 2. del: Tehnične
zahteve za izvedbo jeklenih konstrukcij
SIST EN 1536 Izvedba posebnih geotehničnih del – Uvrtani piloti
SIST EN 1537 Izvedba posebnih geotehničnih del – Geotehnična sidra
SIST EN 1709 Varnostne zahteve za žičniške naprave za prevoz oseb –
Prevzemni pregled, vzdrževanje, pregledi in kontrole obratovanja
SIST EN 1907 Varnostne zahteve za žičniške naprave za prevoz oseb – Izrazje
SIST EN 1908 Varnostne zahteve za žičniške naprave za prevoz oseb –
Napenjalne naprave
SIST EN 1909 Varnostne zahteve za žičniške naprave za prevoz oseb –
Izpraznitev in reševanje
SIST EN 1990:2004, Evrokod Osnove projektiranja
SIST EN 1991 (vsi deli), Evrokod 1: Vplivi na konstrukcije
SIST EN 1992 (vsi deli), Evrokod 2: Projektiranje betonskih konstrukcij
SIST EN 1993 (vsi deli), Evrokod 3: Projektiranje jeklenih konstrukcij
SIST EN 1993-1-9:2005, Evrokod 3: Projektiranje jeklenih konstrukcij – 1-9. del: Utrujanje
SIST EN 1994 (vsi deli), Evrokod 4: Projektiranje sovprežnih konstrukcij iz jekla in betona
SIST EN 1995 (vsi deli), Evrokod 5: Projektiranje lesenih konstrukcij
SIST EN 1996 (vsi deli), Evrokod 6: Projektiranje zidanih konstrukcij
SIST EN 1997 (vsi deli), Evrokod 7: Geotehnično projektiranje
II
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SIST EN 13107 : 2015
SIST EN 1998 (vsi deli), Evrokod 8: Projektiranje potresnoodpornih konstrukcij
SIST EN 1999 (vsi deli), Evrokod 9: Projektiranje konstrukcij iz aluminijevih zlitin
SIST EN 12397 Varnostne zahteve za žičniške naprave za prevoz oseb –
Obratovanje
SIST EN 12408 Varnostne zahteve za žičniške naprave za prevoz oseb –
Zagotavljanje kakovosti
SIST EN 12699 Izvedba posebnih geotehničnih del – Vtisnjeni piloti
SIST EN 12927 (vsi deli) Varnostne zahteve za žičniške naprave za prevoz oseb – Vrvi
SIST EN 12929 (vsi deli) Varnostne zahteve za žičniške naprave za prevoz oseb –
Splošne zahteve
SIST EN 12930 (vsi deli) Varnostne zahteve za žičniške naprave za prevoz oseb –
Izračuni
SIST EN 13223 Varnostne zahteve za žičniške naprave za prevoz oseb –
Pogonski sistemi in druga mehanska oprema
SIST EN 13243 Varnostne zahteve za žičniške naprave za prevoz oseb –
Električna oprema (razen za pogonske sisteme)
SIST EN 13670 Izvajanje betonskih konstrukcij
SIST EN 13796 (vsi deli) Varnostne zahteve za žičniške naprave za prevoz oseb – Vozila
SIST EN 14199 Izvedba posebnih geotehničnih del – Mikropiloti
SIST CEN/TR 14819 (vsi deli) Varnostna priporočila za žičniške naprave za prevoz oseb –
Preprečevanje in gašenje požara
SIST EN ISO 12100 Varnost strojev – Splošna načela načrtovanja – Ocena tveganja
in zmanjšanje tveganja (ISO 12100)
SIST EN ISO 13857 Varnost strojev – Varnostne razdalje, ki preprečujejo doseg
nevarnih območij z zgornjimi in spodnjimi udi (ISO 13857)
SIST EN ISO 80000-1 Veličine in enote – 1. del: Spošno (ISO 80000-1)
OSNOVA ZA IZDAJO STANDARDA
– privzem evropskega standarda EN 13107:2015
PREDHODNA IZDAJA
– SIST EN 13107: 2005
III
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SIST EN 13107 : 2015
OPOMBE
– Povsod, kjer se v besedilu standarda uporablja izraz “evropski standard”, v SIST EN 13107:2015 to
pomeni “slovenski standard”.
– Nacionalni uvod in nacionalni predgovor nista sestavni del standarda.
– Ta nacionalni dokument je istoveten EN 13107:2015 in je objavljen z dovoljenjem
CEN/CENELEC
Upravni center
Avenue Marnix 17
B-1000 Bruselj
This national document is identical with EN 13107:2015 and is published with the permission of
CEN/CENELEC
Management Centre
Avenue Marnix 17
B-1000 Brussels
IV
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EVROPSKI STANDARD
EN 13107
EUROPEAN STANDARD
NORME EUROPÉENNE
junij 2015
EUROPÄISCHE NORM
ICS 45.100 Nadomešča EN 13107:2004
Slovenska izdaja
Varnostne zahteve za žičniške naprave za prevoz oseb –
Gradbena dela in objekti
Sicherheitsanforderungen an
Safety requirements for Prescriptions de sécurité pour
Seilbahnen für den
cableway installations les installations à câbles
Personenverkehr – Bauwerke
designed to carry persons – transportant des personnes –
Civil engineering works Ouvrages de génie civil
Ta evropski standard je CEN sprejel 3. decembra 2014.
Člani CEN morajo izpolnjevati notranje predpise CEN/CENELEC, ki določajo pogoje, pod katerimi dobi
ta evropski standard status nacionalnega standarda brez kakršnih koli sprememb. Najnovejši seznami
teh nacionalnih standardov in njihovi bibliografski podatki se na zahtevo lahko dobijo pri Upravnem
centru CEN-CENELEC ali katerem koli članu CEN.
Ta evropski standard obstaja v treh uradnih izdajah (angleški, francoski in nemški). Izdaje v drugih
jezikih, ki jih člani CEN na lastno odgovornost prevedejo in izdajo ter prijavijo pri Upravnem centru
CEN-CENELEC, veljajo kot uradne izdaje.
Člani CEN so nacionalni organi za standarde Avstrije, Belgije, Bolgarije, Cipra, Češke republike,
Danske, Estonije, Finske, Francije, Grčije, Hrvaške, Irske, Islandije, Italije, Latvije, Litve, Luksemburga,
Madžarske, Malte, Nekdanje jugoslovanske republike Makedonije, Nemčije, Nizozemske, Norveške,
Poljske, Portugalske, Romunije, Slovaške, Slovenije, Španije, Švedske, Švice, Turčije in Združenega
kraljestva.
CEN
Evropski komite za standardizacijo
European Committee for Standardization
Comité Européen de Normalisation
Europäisches Komitee für Normung
Upravni center CEN-CENELEC: Avenue Marnix 17, B-1000 Bruselj
© 2015 CEN Lastnice avtorskih pravic so vse države članice CEN. Ref. št. EN 13107:2015 E
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SIST EN 13107 : 2015
VSEBINA Stran
Predgovor . 6
1 Področje uporabe . 9
2 Zveze s standardi . 9
3 Izrazi in definicije . 10
4 Enote in simboli . 10
5 Splošne zahteve . 10
5.1 Uporaba tega standarda . 10
5.2 Varnostna načela . 11
5.3 Varnostna analiza . 11
5.3.1 Diferenciacija zanesljivosti . 11
5.3.2 Projektna stanja . 11
5.3.3 Projektna življenjska doba . 11
5.3.4 Trajnost . 11
6 Kombinacije vplivov in varnostnih ukrepov . 12
6.1 Kombinacije vplivov . 12
6.2 Varnostni ukrepi . 12
7 Učinki in vplivi okolja . 12
7.1 Splošno . 12
7.1.1 Osnovna delitev . 12
7.1.2 Karakteristične in reprezentativne vrednosti vplivov . 12
7.1.3 Okoljski vplivi . 13
7.2 Vplivi pri nihalnih žičnicah . 13
7.2.1 Splošno . 13
7.2.2 Stalni vplivi . 14
7.2.3 Spremenljivi vplivi . 14
7.2.4 Nezgodni vplivi . 18
7.2.5 Drugi vplivi in učinki . 19
7.3 Vplivi pri vzpenjačah . 20
7.3.1 Splošno . 20
7.3.2 Stalni vplivi . 20
7.3.3 Spremenljivi vplivi . 20
7.3.4 Nezgodni vplivi . 23
7.3.5 Drugi vplivi in učinki . 24
7.4 Vplivi pri vlečnicah . 24
7.4.1 Splošno . 24
7.4.2 Stalni vplivi . 24
7.4.3 Spremenljivi vplivi . 25
7.4.4 Nezgodni vplivi . 27
7.4.5 Drugi vplivi in učinki . 29
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8 Mejna stanja . 29
8.1 Splošno . 29
8.2 Projektiranje na podlagi mejnih stanj . 29
9 Preverjanja . 30
9.1 Splošno . 30
9.2 Projektne vrednosti vplivov . 30
9.3 Preverjanje mejnega stanja nosilnosti . 31
9.3.1 Splošno . 31
9.3.2 Preverjanje statičnega ravnotežja in trdnosti (tal, sklopov) . 31
9.3.3 Kombinacija vplivov . 32
9.3.4 Delni faktorji . 33
9.4 Preverjanje mejnega stanja uporabnosti . 33
9.4.1 Splošno . 33
9.4.2 Preverjanje mejnih stanj uporabnosti . 33
9.4.3 Kombinacija vplivov . 34
9.4.4 Deformacije . 34
9.4.5 Rotacije . 35
9.4.6 Vibracije delovnih ploščadi . 35
9.5 Preverjanje utrujenosti . 37
9.5.1 Splošno . 37
9.5.2 Obtežbe utrujanja . 38
9.5.3 Obtežbe utrujanja pri stalnem kroženju . 38
9.5.4 Obtežbe utrujanja pri enovrvnih žičnicah s skupinami vozil in nihalnih žičnicah
s skupinami vozil . 39
9.5.5 Obtežbe utrujanja pri dvojnih žičniških napravah . 39
9.5.6 Obtežbe utrujanja pri vzpenjačah . 40
9.5.7 Odpornost proti utrujanju . 40
9.5.8 Preverjanje . 40
9.6 Preverjanje požarnega projektiranja . 41
10 Vrste konstrukcije . 42
10.1 Betonske konstrukcije. 42
10.1.1 Splošno . 42
10.1.2 Temelji . 42
10.1.3 Mostovi vzpenjač in vlečnic . 42
10.1.4 Konstrukcije, občutljive na utrujanje . 42
10.2 Jeklene konstrukcije . 42
10.2.1 Splošno . 42
10.2.2 Kakovost in razred jekla . 43
10.2.3 Mostovi vzpenjač in vlečnic . 43
10.2.4 Konstrukcije, občutljive na utrujanje . 43
10.3 Sovprežne jeklene in betonske konstrukcije . 43
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10.4 Lesene konstrukcije . 43
10.5 Geotehnična gradbena dela . 43
10.6 Potresnoodporno projektiranje . 44
10.7 Aluminijaste konstrukcije . 44
10.7.1 Stavbe . 44
10.7.2 Konstrukcije, občutljive na utrujanje . 44
11 Sklopi/deli . 44
11.1 Temelji – Splošno . 44
11.2 Plitvo temeljenje . 44
11.2.1 Preverjanje mejnega stanja nosilnosti plitvih temeljev . 44
11.2.2 Preverjanje mejnega stanja uporabnosti plitvih temeljev . 46
11.3 Globoki temelji – Sidra in piloti . 46
11.4 Ograje, podestne ograje in pregrade . 46
11.4.1 Splošno . 46
11.4.2 Ograje na javnih površinah . 46
11.4.3 Ograje na delovnih površinah . 47
11.5 Spoj med jeklenimi linijskimi podporami in temelji . 47
11.6 Konstrukcije na trasi vzpenjač . 47
11.6.1 Proga . 47
11.6.2 Spodnji ustroj proge. 48
11.6.3 Zgornji ustroj proge . 48
11.6.4 Mostovi . 48
11.6.5 Tuneli in galerije . 48
11.7 Mostovi za vlečnice . 48
12 Zaščita delavcev . 48
12.1 Splošno . 48
12.2 Delovne ploščadi . 49
12.3 Dostop do delovnih ploščadi . 49
12.4 Prehodi na povratnih postajah . 49
12.5 Naprave za dvigovanje vrvi in kolesne baterije . 50
12.6 Tirnice za vozila . 50
12.7 Določila za naprave za ravnanje s tovorom . 50
12.8 Naprave za ravnanje s pogonskimi elementi . 50
12.9 Sidrne točke za napenjalne vrvi . 50
Dodatek A (normativni): Dokumentacija . 51
A.1 Splošno . 51
A.2 Splošni podatki . 51
A.3 Tehnični dokumenti . 51
A.3.1 Splošno . 51
A.3.2 Načrt uporabe (specifikacija zahtev) . 51
A.3.3 Načela projektiranja/specifikacije/tehnično poročilo . 52
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A.4 Preverjanja in izračuni . 52
A.4.1 Preverjanja . 52
A.4.2 Izračuni . 52
A.4.3 Načrti . 52
A.5 Zapisi . 53
Dodatek B (informativni): Izvlečki iz standarda EN 1990:2002 . 54
B.1 Splošno . 54
B.2 Izrazi in definicije . 54
B.3 Varnostna načela (bistvene zahteve) . 56
B.4 Varnostna analiza . 56
B.4.1 Diferenciacija zanesljivosti [EN 1990:2002, 2.2] . 56
B.4.2 Trajnost [EN 1990:2002, 2.4] . 57
B.4.3 Projektna stanja [EN 1990:2002, 3.2] . 57
B.5 Varnostni ukrepi . 58
B.5.1 Predpostavke [EN 1990:2002, 1.3] . 58
B.5.2 Dodatni zaščitni ukrepi . 58
B.5.3 Vodenje kakovosti [EN 1990:2002, 2.5] . 58
B.6 Temeljna načela projektiranja na podlagi mejnih stanj . 59
B.6.1 Splošno [EN 1990:2002, 3.1] . 59
B.6.2 Mejna stanja nosilnosti [EN 1990:2002, 3.3] . 59
B.6.3 Mejna stanja uporabnosti [EN 1990:2002, 3.4] . 59
Dodatek ZA (informativni): Povezava med tem evropskim standardom in bistvenimi .
zahtevami Direktive EU 2000/9/ES o žičniških napravah za prevoz oseb . 60
Literatura . 62
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SIST EN 13107 : 2015
Predgovor
Ta d
...
SLOVENSKI STANDARD
oSIST prEN 13107:2013
01-junij-2013
9DUQRVWQH]DKWHYH]DåLþQLãNHQDSUDYH]DSUHYR]RVHE*UDGEHQDGHODLQREMHNWL
Safety requirements for cableway installations designed to carry persons - Civil
engineering works
Sicherheitsanforderungen an Seilbahnen für den Personenverkehr - Bauwerke
Prescriptions de sécurité pour les installations à câbles transportant des personnes -
Ouvrages de génie civil
Ta slovenski standard je istoveten z: prEN 13107
ICS:
45.100 2SUHPD]DåLþQLFH Cableway equipment
oSIST prEN 13107:2013 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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oSIST prEN 13107:2013
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oSIST prEN 13107:2013
EUROPEAN STANDARD
DRAFT
prEN 13107
NORME EUROPÉENNE
EUROPÄISCHE NORM
February 2013
ICS 45.100 Will supersede EN 13107:2004
English Version
Safety requirements for cableway installations designed to carry
persons - Civil engineering works
Prescriptions de sécurité pour les installations à câbles Sicherheitsanforderungen an Seilbahnen für den
transportant des personnes - Ouvrages de génie civil Personenverkehr - Bauwerke
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee CEN/TC 242.
If this draft becomes a European Standard, 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.
This draft European Standard was established by CEN 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 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, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United
Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are aware and to
provide supporting documentation.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without notice and
shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2013 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 13107:2013: E
worldwide for CEN national Members.
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prEN 13107:2013 (E)
Contents Page
1 Scope .6
2 Normative references .6
3 Terms and definitions .9
4 Units and symbols .10
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 differentiation .10
5.3.2 Design situations .10
5.3.3 Design working life .10
5.3.4 Durability .11
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 Characteristic and representative values of actions .12
7.1.3 Environmental influences .13
7.2 Actions for aerial ropeways .13
7.2.1 General .13
7.2.2 Permanent actions .13
7.2.3 Variable actions .14
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 .20
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 .25
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 .29
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
9.3.2 Verification of static equilibrium and strength (ground, components) .31
9.3.3 Combination of actions .32
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9.3.4 Partial factors . 34
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 . 36
9.4.6 Vibrations of work platforms . 36
9.5 Verification of fatigue . 39
9.5.1 General . 39
9.5.2 Fatigue loading . 39
9.5.3 Fatigue loads for continuous movement monocable, bicable and double monocable aerial
ropeways . 39
9.5.5 Fatigue loads for double and multiple cableway installations . 41
9.5.6 Fatigue loads for funicular railways . 41
9.5.7 Fatigue resistance . 41
9.5.8 Verification . 41
9.6 Fire design verifications . 43
10 Type of construction . 43
10.1 Concrete structures . 43
10.1.1 General . 43
10.1.2 Foundations . 43
10.1.3 Bridges of funicular railways and ski-tows . 44
10.1.4 Structures subjected to fatigue . 44
10.2 Steel structures . 44
10.2.1 General . 44
10.2.2 Steel grade and quality . 44
10.2.3 Bridges of funicular railways and ski-tows . 44
10.2.4 Structures subjected to fatigue . 44
10.3 Composite steel and concrete structures . 45
10.4 Timber structures . 45
10.5 Geotechnical construction works . 45
10.6 Seismic design . 45
10.7 Aluminium structures . 45
10.7.1 Buildings . 45
10.7.2 Structures subjected to fatigue . 45
11 Components . 46
11.1 Foundations . 46
11.1.1 General . 46
11.1.2 Verification of ultimate limit state for spread foundations . 46
11.1.3 Verification of the serviceability limit state for spread foundations . 47
11.2 Deep foundations – anchors and piling . 47
11.3 Connection between steel line support structure and foundation . 47
11.4 Line structures of funicular railways . 48
11.4.1 Track infrastructure . 48
11.4.2 Superstructure for tracks with rails . 48
11.4.3 Bridges . 48
11.4.4 Tunnels and galleries . 49
11.5 Bridges for ski-tows . 49
11.6 Miscellaneous . 49
12 Protection of workers . 49
12.1 General . 49
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
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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 specification) .52
A.3.3 Project basis (safety plan) .53
A.4 Verifications and calculations .53
A.4.1 Verifications .53
A.4.2 Calculations .53
A.5 Plans .54
A.6 Records .54
Annex B (informative) Extracts from the EN 1990:2002(D) .55
B.1 General .55
B.2 Terms and definitions .55
B.3 Safety principles (essential requirements) .56
B.4 Safety analysis .57
B.4.1 Reliability differentiation .57
B.4.2 Durability .57
B.4.3 Design situations .58
B.5 Safety measures .58
B.5.1 Assumptions [1.3] .58
B.5.2 Further safety measures .59
B.5.3 Quality management .59
B.6 Fundamentals on limit state design .59
B.6.1 General [3.1] .59
B.6.2 Ultimate limit states .60
B.6.3 Serviceability limit states [3.4] .60
Annex ZA (informative) Relationship between this European Standard and the Essential
Requirements of EU Directive 2000/9/EC relative to cableway installations designed to
carry persons .61
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Foreword
This document (prEN 13107:2013) 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 document is currently submitted for CEN comment.
This document replaces the EN 13107:2004.
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 Directives.
For the relationship with EU Directives, see informative Annex ZA, which is an integral part of this document.
This European Standard forms part of a series of European Standards concerning safety requirements for
cableway installations designed to carry persons. This series of standards comprises the following parts:
1) Safety requirements for cableway installations designed to carry persons - Terminology
2) Safety requirements for cableway installations designed to carry persons - General requirements
3) Safety requirements for cableway installations designed to carry persons - Calculations
4) Safety requirements for cableway installations designed to carry persons - Ropes
5) Safety requirements for cableway installations designed to carry persons - Tensioning devices
6) Safety requirements for cableway installations designed to carry persons - Drive systems and other
mechanical equipment
7) Safety requirements for cableway installations designed to carry persons - Carriers
8) Safety requirements for cableway installations designed to carry persons - Electrical equipment other
than for drive systems
9) Safety requirements for cableway installations designed to carry persons - Civil engineering works
10) Safety requirements for cableway installations designed to carry persons - Pre-commissioning
inspection, maintenance and operational inspection and checks
11) Safety requirements for cableway installations designed to carry persons - Recovery and evacuation
12) Safety requirements for cableway installations designed to carry persons - Operation
13) Safety requirements for cableway installations designed to carry persons - Quality control
All of these standards form a complete set with regard to the design, manufacture, assembly, maintenance
and operation of all installations for cableway installations designed to carry persons.
With respect to ski-tows, the drafting of this European Standard has been guided by the works of the
International Organisation for Transportation by Rope (OITAF).
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1 Scope
This European Standard specifies the safety requirements applicable to civil engineering works for
installations for cableway installations designed to carry persons. In doing so, the various types of cableway
installations and their environment are taken into consideration.
It includes requirements relating to the prevention of accidents and the protection of workers, notwithstanding
the application of national regulations.
National regulations of a building regulations or federal / state regulations nature or which serve to protect
particular groups of people remain unaffected.
It does not apply to cableway installations for transportation of goods nor to lifts.
This European Standard is applicable to:
⎯ new cableway installations designed to carry persons;
⎯ alterations to existing cableway installations, as far as the safety of civil engineering works or parts of
them is involved and no contrary specifications apply.
2 Normative references
The following documents, 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.
2.1 Safety requirements for cableway installations designed to carry persons.
EN 1709, Safety requirements for cableway installations designed to carry persons — Pre-commissioning
inspection, maintenance, operational inspection and checks
EN 1907, Safety requirements for cableway installations designed to carry persons — Terminology
EN 1908, Safety requirements for cableway installations designed to carry persons — Tensioning devices
EN 1909, Safety requirements for cableway installations designed to carry persons — Recovery and
evacuation
EN 12385-8, Steel wire ropes — Safety — Part 8: Stranded hauling and carrying-hauling ropes for cableway
installations designed to carry persons
EN 12385-9, Steel wire ropes — Safety — Part 9: Locked coil carrying ropes for cableway installations
designed to carry persons
EN 12397, Safety requirements for cableway installations designed to carry persons — Operation
EN 12408, Safety requirements for cableway installations designed to carry persons — Quality control
EN 12927-1, Safety requirements for cableways installation designed to carry persons — Ropes — Part 1:
Selection criteria for ropes and their end fixing
EN 12927-2, Safety requirements for cableway installations designed to carry persons — Ropes — Part 2:
Safety factors
EN 12927-3, Safety requirements for cableways installation designed to carry persons — Ropes — Part 3:
Long splicing of 6 strand hauling, carrying hauling and towing ropes
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