Artificial climbing structures - Part 1: Safety requirements and test methods for ACS with protection points

This European Standard specifies the safety requirements and test methods for artificial climbing structures with protection points (hereafter referred to as ACS).
This European Standard is applicable for ACS in normal use for sport climbing.
This European Standard is not applicable to ice climbing, dry tooling and playground equipment.

Künstliche Kletteranlagen - Teil 1: Sicherheitstechnische Anforderungen und Prüfverfahren für KKA mit Sicherungspunkten

Diese Europäische Norm legt die sicherheitstechnischen Anforderungen und Prüfverfahren von künstlichen Kletteranlagen mit Sicherungspunkten fest (im nachfolgenden KKA genannt).
Diese Europäische Norm gilt für den üblichen Gebrauch der KKA im Bereich des Sportkletterns.
Diese Europäische Norm gilt nicht für Eisklettern, Drytooling (Eisklettern an künstlichen Wänden) und Spielplatzgeräte.

Structures artificielles d’escalade - Partie 1 : Exigences de sécurité et méthodes d’essai relatives aux SAE avec points d’assurage

La présente Norme européenne spécifie les exigences de sécurité et méthodes d’essai applicables aux structures artificielles d’escalade avec points d’assurage (ci-après appelées SAE).
La présente Norme européenne est applicable aux SAE dans le cadre d’une utilisation normale en escalade.
La présente Norme européenne ne s’applique pas à l’escalade sur glace, au dry tooling ou aux équipements d’aires de jeux.

Umetne plezalne stene - 1. del: Varnostne zahteve in preskusne metode za umetne plezalne stene z varovalnimi točkami

Ta evropski standard določa varnostne zahteve in preskusne metode za umetne plezalne stene z varovalnimi točkami (ACS).
Ta evropski standard se uporablja za umetne plezalne stene pri običajni uporabi za športno plezanje.
Ta evropski standard se ne uporablja za plezanje po ledu, plezanje »dry tooling« in opremo za otroška igrišča.

General Information

Status
Published
Publication Date
03-Jan-2017
Withdrawal Date
30-Jul-2017
Current Stage

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EN 12572-1:2017
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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Künstliche Kletteranlagen - Teil 1: Sicherheitstechnische Anforderungen und Prüfverfahren für KKA mit SicherungspunktenStructures artificielles d'escalade - Partie 1 : Exigences de sécurité et méthodes d'essai relatives aux SAE avec points d'assurageArtificial climbing structures - Part 1: Safety requirements and test methods for ACS with protection points97.220.10Športni objektiSports facilitiesICS:Ta slovenski standard je istoveten z:EN 12572-1:2017SIST EN 12572-1:2017en,fr,de01-marec-2017SIST EN 12572-1:2017SLOVENSKI
STANDARDSIST EN 12572-1:20071DGRPHãþD

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 12572-1
January
t r s y ICS
{ yä t t rä s r Supersedes EN
s t w y tæ sã t r r yEnglish Version
Artificial climbing structures æ Part
sã Safety requirements and test methods for ACS with protection points Structures artificielles d 5escalade æ Partie
s ã Exigences de sécurité et méthodes d 5essai relatives aux SAE avec points d 5assurage
Künstliche Kletteranlagen æ Teil
sã Sicherheitstechnische Anforderungen und Prüfverfahren für KKA mit Sicherungspunkten This European Standard was approved by CEN on
t { October
t r s xä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Serbiaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey and United Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Avenue Marnix 17,
B-1000 Brussels
t r s y CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s t w y tæ sã t r s y ESIST EN 12572-1:2017

Effects . 13 Annex B (normative)
Method of calculation of structural integrity . 15 Annex C (normative)
Load testing of structural integrity of protection point connections . 17 Annex D (normative)
Impact test of surface elements . 18 Annex E (normative)
Panel insert resistance test . 21 Annex F (normative)
Proof testing . 23 Annex G (normative)
Inspection and maintenance . 26 Bibliography . 28
¶ 4 m; — 1,10 m for h > 4 m; — 1,20 m for h > 5 m; — 1,30 m for h > 6 m; — 1,40 m for h > 7 m; — 1,50 m for h > 8 m; — 2,00 m for h > 10 m. The distance x may have a tolerance of 10 %. h is the distance between the point and the ground measured vertically, in metres, beneath the point in all cases. For protection points, the maximum distance shall be measured from the lowest internal point of the attachment point. If permanent quick draws are installed, the maximum distance shall be measured from lower quick draw end to lower quick draw end. A permanent quick draw (e.g. chain secure element, Maillon Rapide) shall be disassembled from the climbing wall by means of tools (see Figure 2). Protection points attached with bolts shall be secured, so they cannot come undone, e.g. with lock nuts. SIST EN 12572-1:2017

a) b) Figure 1 — Layout of protection points
a) b) Figure 2 — Design and placement of permanent quick draws SIST EN 12572-1:2017

Figure 3 — Design of individual protection points SIST EN 12572-1:2017

Figure 4 — Rounding of parts 4.3 Structural integrity 4.3.1 Structural integrity of an ACS The structural integrity and stability of an ACS shall be justified by calculation using the characteristic loads given in Table A.1, in accordance with Annexes A, B and Figure 5. Ensure that the structure (e.g. building, concrete platform and ground) can safely acc
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