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1、| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | BRITISH STANDARD BS EN 12572:1999 The Euro
2、pean Standard EN 12572:1998 has the status of a British Standard ICS 97.220.10 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW Artificial climbing structures Protection points, stability requirements and test methods Licensed Copy: sheffieldun sheffieldun, na, Sat Oct 28 16:50
3、:59 GMT+00:00 2006, Uncontrolled Copy, (c) BSI This British Standard, having been prepared under the direction of the Consumer Products and Services Sector Committee, was published under the authority of the Standards Committee and comes into effect on 15 May 1999 BSI 05-1999 ISBN 0 580 32053 7 BS E
4、N 12572:1999 Amendments issued since publication Amd. No.DateText affected National foreword This British Standard is the English language version of EN 12572:1998. The UK participation in its preparation was entrusted by Technical Committee SW/136, Sports, playground and other recreational equipmen
5、t, to Subcommittee SW/136/9, Artificial climbing walls, which has the responsibility to: aid enquirers to understand the text; present to the responsible European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international
6、 and European developments and promulgate them in the UK. A list of organizations represented on this subcommittee can be obtained on request to its secretary. Cross-references The British Standards which implement international or European publications referred to in this document may be found in t
7、he BSI Standards Catalogue under the section entitled International Standards Correspondence Index, or by using the Find facility of the BSI Standards Electronic Catalogue. A British Standard does not purport to include all the necessary provisions of a contract. Users of British Standards are respo
8、nsible for their correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. Summary of pages This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 11 and a back cover. Licensed Copy: sheffieldun sheffieldun
9、, na, Sat Oct 28 16:50:59 GMT+00:00 2006, Uncontrolled Copy, (c) BSI CEN European Committee for Standardization Comite Europe en de Normalisation Europa isches Komitee fu r Normung Central Secretariat: rue de Stassart 36, B-1050 Brussels 1998 CEN All rights of exploitation in any form and by any mea
10、ns reserved worldwide for CEN national Members. Ref. No. EN 12572:1998 E EUROPEAN STANDARDEN 12572 NORME EUROPE ENNE EUROPA ISCHE NORM December 1998 ICS 97.220.10 Descriptors: sports, sport equipment, artificial climbing structures, specifications, safety, accident prevention, tests, static loads, b
11、reaking loads, mechanical strength, stability, marking, technical notices English version Artificial climbing structures Protection points, stability requirements and test methods Structures artificielles descalade Points dassurage, exigences de stabilite et me thodes dessai Ku nstliche Kletteranlag
12、en Sicherungspunkte, Anforderungen an die Stabilita t und Pru fverfahren This European Standard was approved by CEN on 5 December 1998. 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
13、standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Central Secretariat or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any oth
14、er language made by translation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, G
15、reece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom. Licensed Copy: sheffieldun sheffieldun, na, Sat Oct 28 16:50:59 GMT+00:00 2006, Uncontrolled Copy, (c) BSI Page 2 EN 12572:1998 BSI 05-1999 Foreword This European Standard has be
16、en prepared by Technical Committee CEN/TC 136, Sports, playground and other recreational equipment, the Secretariat of which is held by DIN. 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 June 19
17、99, and conflicting national standards shall be withdrawn at the latest by June 1999. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finland,
18、France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom. Contents Page Foreword2 1Scope3 2Normative references3 3Definitions3 4Requirements5 5Marking7 6Instruction manual8 7Conformity of ACS8 Annex A (normative) C
19、alculations9 Annex B (normative) Laboratory tests9 Annex C (normative) Impact test of surface elements9 Annex D (normative) Proof testing10 Licensed Copy: sheffieldun sheffieldun, na, Sat Oct 28 16:50:59 GMT+00:00 2006, Uncontrolled Copy, (c) BSI Page 3 EN 12572:1998 BSI 05-1999 1 Scope This standar
20、d specifies the requirements and tests relating only to the protection points and the stability for artificial climbing structures (hereafter referred to as ACS). This standard does not apply to the surrounding area. This standard is applicable when an ACS is in normal use and relates especially to
21、the techniques and protection methods used during progress on the structure. This standard is not applicable to playground equipment (see EN 1176-1 to EN 1176-7). 2 Normative references This European Standard incorporates, by dated or undated reference, provisions from other publications. These norm
22、ative references are cited at the appropriate places in the text and the publications are listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated refe
23、rences, the latest edition of the publication referred to applies. EN 1176-1, Playground equipment Part 1: General safety requirements and test methods. EN 1176-2, Playground equipment Part 2: Additional specific safety requirements and test methods for swings. EN 1176-3, Playground equipment Part 3
24、: Additional specific safety requirements and test methods for slides. EN 1176-4, Playground equipment Part 4: Additional specific safety requirements and test methods for runways. EN 1176-5, Playground equipment Part 5: Additional specific safety requirements and test methods for carousels. EN 1176
25、-6, Playground equipment Part 6: Additional specific safety requirements and test methods for rocking equipment. EN 1176-7, Playground equipment Part 7: Guidance on installation, inspection, maintenance and operation. 3 Definitions For the purposes of this standard, the following definitions apply.
26、3.1 artificial climbing structure (ACS) sports equipment consisting of a purpose-built climbing structure, which displays different construction characteristics, and is designed for different use objectives and not reserved for a particular age group 3.2 protection point attachment point on the ACS
27、designed to protect the climber. This protection point can be used during progress on the ACS. It can be fixed or movable 3.3 individual protection point protection point used to safeguard a climber in his/her progress on the ACS 3.4 individual top rope system protection system which is fixed at the
28、 top of the climbing section and which is designed to take the rope for one climber 3.5 collective top rope system protection system which is fixed at the top of the climbing sections and which is designed to take the ropes of several climbers at once 3.6 individual ground protection point anchoring
29、 point which is fixed to the ground at the base of the ACS, and which is designed either to secure a belayer controlling the rope of a lead-climber or as a ground anchor for a self belaying system or as a fixing point for a protection system 3.7 collective ground protection system protection system
30、which is fixed to the ground at the base of the ACS, and which is designed to secure belayers controlling the ropes of lead-climbers, or as a ground anchor for self belaying systems 3.8 stance position on the ACS constituted by either a single point or two points linked together where the climber ca
31、n stop, protect him/herself and his/her fellow climber who can join him/her before continuing the climb from the stance 3.9 span part of a collective top rope system measured between two consecutive supports or attachments (see Figure D.2) 3.10 climbing section part of the surface of an ACS defined
32、by two vertical planes (see Figure 1) 3.11 nominal load maximum load that can be generated in normal use Licensed Copy: sheffieldun sheffieldun, na, Sat Oct 28 16:50:59 GMT+00:00 2006, Uncontrolled Copy, (c) BSI Page 4 EN 12572:1998 BSI 05-1999 Dimensions in millimetres a) b) 1Climbing section 2Widt
33、h of the route V1, V2Vertical planes H1Horizontal plane H0Horizontal plane of the ground Figure 1 Climbing section Licensed Copy: sheffieldun sheffieldun, na, Sat Oct 28 16:50:59 GMT+00:00 2006, Uncontrolled Copy, (c) BSI Page 5 EN 12572:1998 BSI 05-1999 a)b) c) d) 1Reference point for measurement F
34、igure 2 Layout and placement of protection points 4 Requirements 4.1 Layout and placement of individual protection points The maximum distance, x, for the placement of the individual protection point which follows the point situated at the height of h (see Figure 2) shall be determined by using form
35、ula (1). (1)x = (h + 2,0) 5 where h is the distance between the point and the ground or an obstacle, whichever is the closest, measured vertically, in metres, beneath the point in all cases. For permanent protection points, the maximum distance shall be measured from the lowest internal point of the
36、 attachment point (see Figure 2c). If there are protection points, the maximum of the first point shall not exceed 3,10 m. For removable protection points, the maximum distance shall be measured from centre to centre of the implantation points at 908 to the surface of the ACS (see Figures 2c and 2d)
37、. 4.2 Geometrical requirements All protection points and stance points with the exception of those located at the top of the climbing sections shall be in accordance with Figure 3. The bar or device over or through which the rope passes in either a collective or individual top rope system shall be r
38、ounded in accordance with Figure 4. Licensed Copy: sheffieldun sheffieldun, na, Sat Oct 28 16:50:59 GMT+00:00 2006, Uncontrolled Copy, (c) BSI Page 6 EN 12572:1998 BSI 05-1999 Dimensions in millimetres Figure 3 Protrusion of individual protection point Dimensions in millimetres Figure 4 Rounding of
39、parts 4.3 Strength of the components of the ACS The strength of the components of the ACS shall be justified by one of the following methods: a) by calculation using the calculation loads of Table 1 in accordance with annex A and Figures 5 and 6; b) if a) is not possible, by laboratory breaking test
40、s in accordance with annex B. When tested in accordance with annex B, there shall be no breakage or tearing of the elements. Figure 5 Placement of the calculation loads on collective top rope system Figure6 Placementoftheloadson collective ground protection systems Licensed Copy: sheffieldun sheffie
41、ldun, na, Sat Oct 28 16:50:59 GMT+00:00 2006, Uncontrolled Copy, (c) BSI Page 7 EN 12572:1998 BSI 05-1999 Table 1 Loads Nominal loadProof test load Calculation load*)Calculation load*) stability Minimum breaking load*) (kN)(kN)(kN)(kN)(kN) Normal load of a climber 0,81,21,2*) Load produced by a clim
42、bing team on an individual top rope system 2,53,83,8 Load produced by a climbing team on a ground protection point 1,42,1 Individual protection point 6,68,010,010,020,0 Individual top rope system 6,68,010,03,820,0 Collective top rope system (n-1) 2,5 + 6,68,0(n-1) 3,8 + 10,0*)(n-1) 3,8 + 10,0(n-1) 7
43、,5 + 20,0 Anchor for stance designed with one protection point 12,08,018,018,036,0 Anchor for linked stance designed with more than one protection point linked together 6,68,010,010,020,0 Individual ground protection point 4,04,0612,0 Collective ground protection system (n-1) 1,4 + 4,04,0(n-1) 2,1 +
44、 6,0*)(n-1) 4,2 + 2,0 *) nominal load multiplied by a factor of 1,5 before applying any other industrial weighting coefficient *) for ACS without protection points *) for the collective top rope system the loads are applied throughout each span as shown by annex D *) only use during test carried out
45、 in accordance with annex B n: number of climbing sections on a span Based on experiments it is impossible to have two or more climbers create a peak impact force simultaneously due to a fall. NOTEThe proof testing only acts as a verification of good installation practice and cannot replace the calc
46、ulations. 4.4 Impact test of surface elements When tested in accordance with annex C, there shall be no breaking or splitting of the surface element. 4.5 Proof testing When tested in accordance with annex D, there shall be no breaking, tearing or destruction of the elements after testing. 5 Marking
47、All ACS shall be marked in a clearly visible place with a notice comprising of: a) the name or trademark of the manufacturer; b) the name of importer or supplier; c) the name of the installer; d) the purpose of this equipment; e) the date of proof testing; f) the maximum number of climbers on the AC
48、S; g) if an ACS is not calculated to allow the placement of protection points (individual, collective or stance) this shall be mentioned; h) the maximum number of climbing sections useable simultaneously. Licensed Copy: sheffieldun sheffieldun, na, Sat Oct 28 16:50:59 GMT+00:00 2006, Uncontrolled Co
49、py, (c) BSI Page 8 EN 12572:1998 BSI 05-1999 6 Instruction manual An instruction manual shall be provided including the following information: a) all the information contained in clause 5 Marking; b) the position and type of protection points on the ACS. 7 Conformity of ACS To be declared to conform, the ACS and its components shall be calculated and tested in accordance with the proof tests fixed in this European Standard. The proof tests shall be made at the first installation. The calculation
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