EN 12572-1:2017

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
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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 accommodate the loads imposed by the ACS. Permanent protection points shall be calculated in accordance with Annexes A and B (e.g. glued protection points in concrete walls). Non-permanent protection points shall have a breaking strength in the main load direction of a minimum of 20 kN. SIST EN 12572-1:2017

NOTE The larger arrow indicates 6,6 kN. The smaller arrow indicates 1,6 kN. Figure 5 — Placement of the loads on collective protection systems 4.3.2 Structural integrity of a protection point connection All elements of an ACS shall be justified by calculation, however in exceptional cases for protection point connections only (the assembly that attaches the actual protection point to the sub frame), a load test as described in Annex C is acceptable as a method of evaluation. After applying the design load to the protection point connection there shall be no permanent deformation. After applying the breaking load to the protection point connection there shall be no breakage. 4.4 Impact resistance and deflection of surface elements When tested in accordance with Annex D, there shall be no breaking or splitting of any surface element. The deflection of the panels shall be calculated by using the load 0,8 kN (see Annex A) or be tested in accordance with Annex D, D.5. When fixed according to the manufacturer's specification, the maximum deflection of the surface element shall not exceed l/100:
where
l is the maximum length between the fixations of the surface. 4.5 Panel insert resistance To evaluate the panel insert concerning the resistance to breakage while mounting the climbing holds onto the wall or during climbing use, the panel inserts shall be tested in accordance with Annex E. After test step c) any resulting deformation shall not exceed 0,5 mm at 1,2 kN. After procedure e) there shall be no pull out of the panel insert. Five samples (panel-insert combination) shall be tested. 4.6 Proof testing When tested in accordance with Annex F, after settling under load there shall be no breaking, tearing or destruction of the elements after testing. SIST EN 12572-1
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