DIN EN 517-2006 Prefabricated accessories for roofing - Roof safety hooks English version of DIN EN 517 2006-05《屋顶预制附件 屋顶安全吊钩》.pdf

1、 DEUTSCHE NORMMay 2006DIN EN 517 ICS 91.060.20 Supersedes DIN EN 517:1995-08 Prefabricated accessories for roofing Roof safety hooks English version of DIN EN 517:2006-05 Vorgefertigte Zubehrteile fr Dacheindeckungen Sicherheitsdachhaken Englische Fassung DIN EN 517:2006-05 Document comprises 19 pag

2、es No part of this standard may be reproduced without prior permission of DIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany, has the exclusive right of sale for German Standards (DIN-Normen). English price group 10 www.din.de www.beuth.de !,nlb“10.06 9757363DI

3、N EN 517:2006-05 2 Start of validity This standard is intended to be valid from 01 November 2006. DIN EN 517:1995-08 may be used until August 2006 (relevant is the date published in the Official Journal of the EU). It should be noted that, in Germany, CE conformity marking of construction products c

4、onforming to this standard will be permitted once the standard has been listed in the Bundesanzeiger (German Federal Law Gazette). National foreword This standard has been prepared by CEN/TC 128 Roof covering products for discontinuous laying and products for wall cladding (Secretariat: Belgium). Th

5、e responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Technical Committee 005-02-07 Vorgefertigte Zubehrteile fr Dacheindeckungen. Amendments This standard differs from DIN EN 517:1995-08 as follows: a) The specif

6、ications of the standard relating to the load capacity of roof safety hooks have been brought in line with the requirements set out in the Personal Protective Equipment Directive. b) A second load class has been introduced. c) Annex ZA has been included. d) The standard has been editorially revised.

7、 Previous editions DIN EN 517: 1995-08 EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 517February 2006ICS 91.060.20 Supersedes EN 517:1995 English VersionPrefabricated accessories for roofing - Roof safety hooksAccessoires prfabriqus pour couverture - Crochets descuritVorgefertigte Zubehrteile fr

8、 Dacheindeckungen -SicherheitsdachhakenThis European Standard was approved by CEN on 6 January 2006.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-t

9、o-date lists and bibliographical references concerning such nationalstandards 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 other language made by translationunder th

10、e responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, I

11、reland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart,

12、36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 517:2006: EEN 517:2006 (E) 2 Contents Page Foreword3 1 Scope 4 2 Normative references 4 3 Terms and definitions .4 4 Symbols 4 5 Materials .5 6 Dimensions and co

13、nstruction requirements 5 Figure 1 Roof safety hooks, types6 Figure 2 Roof safety hook (example) .6 7 Requirements.6 8 Testing 7 Figure 3 Dynamic test (fatigue strength) .9 9 Evaluation of conformity.10 10 Instructions for mounting and use 12 11 Designation 12 12 Marking .12 Annex ZA (informative) C

14、lauses of this European Standard addressing the provisions of the EU Construction Products Directives13 Table ZA.1 Relevant clauses for roof safety hooks and intended use.13 Table ZA.2 System of attestation of conformity .14 Table ZA.3 Assignment of tasks for evaluation of conformity14 Figure ZA.1 E

15、xample CE marking information16 Bibliography 17 EN 517:2006 (E) 3 Foreword This document (EN 517:2006) has been prepared by Technical Committee CEN/TC 128 “Roof covering products for discontinuous laying and products for wall cladding”, the secretariat of which is held by IBN/BIN. This European Stan

16、dard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by August 2006, and conflicting national standards shall be withdrawn at the latest by August 2006. This document supersedes EN 517:1995. This document has been prepared

17、 under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive(s). For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document. According to the CEN/CENELEC Internal

18、 Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlan

19、ds, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EN 517:2006 (E) 4 1 Scope This document applies to roof safety (building products) situated on the surface of pitched roofs and permanently fixed to the load-bearing roof construction. They are

20、intended for the attachment of slaters ladders, for supporting working platforms and as anchorage points to which personal protective equipment against falls or for restraint are attached. It specifies essential dimensions, materials to be used, requirements with respect to the load-bearing capacity

21、, of the roof safety hooks fastened to the roof construction including their fastening system and the extent of testing. This document does not apply to installations which are used exclusively as anchorage points to which personal protective equipment against falls or for restraint are attached (se

22、e EN 795). 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 355, Persona

23、l protective equipment against falls from a height Energy absorbers EN 364, Personal protective equipment against falls from a height Test methods EN ISO 1140, Fibre ropes Polyamide 3-, 4- and 8-strand ropes (ISO 1140:2004) EN ISO 1461, Hot dip galvanized coatings on fabricated iron and steel articl

24、es - Specifications and test methods (ISO 1461:1999) 3 Terms and definitions For the purpose of this document, the following definitions apply. 3.1 roof safety hook building product on a pitched roof surface used for securing persons and fixing loads predominantly used for the maintenance and repair

25、 of roof coverings 3.2 fastening system combination of products which fasten the roof safety hooks to the load-bearing roof construction 3.3 load-bearing roof construction part of the roof construction which is able to carry potential loads and to transmit them into the building structure 4 Symbols

26、a hook opening h hook height R lanyard EN 517:2006 (E) 5 P test load 5 Materials Roof safety hooks and their fastening systems shall be of metal and be resistant to corrosion as well as to atmospheric and climatic influences. The material shall be free from faults and inclusions which may impair the

27、ir performance abilities. The corrosion resistance shall be at least equivalent to that of hot-galvanized steel with a protective layer of 50 m as in EN ISO 1461. Parts of the fastening system beneath the roof covering may be from timber and shall then be protected against atmospheric and climatic i

28、nfluences. 6 Dimensions and construction requirements 6.1 General Roof safety hooks are installations for creating higher workplaces by securing a slaters ladder or by attaching working platforms. They can simultaneously be used as anchorage points for personal protective equipment against fall or f

29、or restraint. The type and size of the fastening system shall be specified by the manufacturer. 6.2 Roof safety hooks Roof safety hooks are differentiated as follows (see Figure 1): Type A: Roof safety hooks designed to accept tensile forces in the direction of the slope of the roof (y-axis). Type B

30、: Roof safety hooks designed to accept tensile forces in the direction of the slope of the roof (y-axis), in the opposite direction (y-axis) as well as in the perpendicular direction and parallel to the roof surface (x-axis). Roof safety hooks shall have an opening of not less than 80 mm and not mor

31、e than 150 mm, see Figure 2. The height h of the hook shall be at least 120 mm. A closed loop with an opening of at least 20 mm 40 mm, e.g. a closed eyelet welded on (see Figure 2), to which personal protective equipment against falls or for restraint may be attached, shall be fitted to the hook bas

32、e. Where roof safety hooks are fastened by nails to the load-bearing roof construction, at least three radially grooved nails (6,0 mm x 80 mm or 5,0 mm x 70 mm) shall be used. The load-bearing capacity of all fastener systems shall be proved by testing according to Clause 7. EN 517:2006 (E) 6 Key 1

33、Type A 2 Type B Figure 1 Roof safety hooks, types Dimensions in millimetres Key 1 Fastening system 2 Hook base 3 Loop Figure 2 Roof safety hook (example) 7 Requirements 7.1 Static load in the hook base Roof safety hooks including their fastenings shall be designed for a single load of Fv 1,5 kN in t

34、he direction of the y-axis in the hook base, see Figure 2. Compliance with the requirements shall either be proved by means of a static calculation or, if this is not possible, the product shall be tested according to 8.1.2. NOTE For further calculations see ENV 1993 and ENV 1999. EN 517:2006 (E) 7

35、Under this load the distortion shall not be more than 5 mm in the direction of the y-axis. The deflections and deviations shall be measured relative to the load-bearing roof construction. 7.2 Static load in the anchorage point Roof safety hooks of Type A including their fastenings shall be designed

36、to accept a single static load at the anchorage point of Fy2= 10 kN in the direction of the y-axis. Roof safety hooks of Type B including their fastenings shall be designed to accept a single static load at the anchorage point of Fy= 10 kN in the direction of the y-axis (both directions) as well as

37、a single static load of Ft2= 10 kN in the direction of the x-axis. Compliance with the requirements shall either be proved by means of a static calculation or, if this is not possible, the product shall be tested according to 8.1.3. The indicated single loads are test loads which shall at least be s

38、pecified. NOTE For further calculations see ENV 1993 and ENV 1999. The roof safety hooks and their fastenings shall not fail under the single loads as indicated, the single loads shall be held safely. 7.3 Fatigue strength Roof safety hooks including their fastenings shall be designed to withstand th

39、e dynamic load of the test according to 8.2 at any point where it is possible to attach personal protective equipment against fall or for restraint (anchorage point). 7.4 Reaction to fire and external fire performance Installations (safety hooks) covered by this document are reaction to fire Class A

40、1 without the need for testing1)and are deemed to satisfy external fire performance requirements2). 8 Testing 8.1 Static load 8.1.1 Number of specimens Each test shall be made once each on three different specimens. All specimens shall pass the tests. 8.1.2 Test in the hook base The specimens (roof

41、safety hooks) shall be fastened to the simulation of the load-bearing roof construction according to the instructions of the manufacturer. The test load of 1,5 kN shall be applied within one minute and maintained for a period of five minutes. 1) See Commission Decision 96/603/EC as amended by Commis

42、sion Decision 2000/605/EC. 2) See Commission Decision 2000/553/EC. EN 517:2006 (E) 8 The deformation shall be measured under the test load of 1,5 kN and shall not deflect more than 5 mm in direction of the force. The test load is then increased to 1,5 kN x 1,7 kN = 2,6 kN for a further minute. In ca

43、se of the maximum load of 2,6 kN the functioning of the specimen and its fastening shall not be impaired. NOTE The value of 1,7 is a safety factor. 8.1.3 Test at the anchorage point Apply a static test load of Fy2= 10 kN to the anchorage point for protective equipment against falls or for restraint

44、in the direction of use (direction of y-axis) for roof safety hooks. Apply an additional static test load of Fy2= 10 kN in the direction of the negative y-axis and in the direction of the x-axis for roof safety hooks of Type B. The test loads in the y-direction and x-direction are applied to differe

45、nt specimens. Neither the roof safety hook nor the fastening shall become loose, and the test load shall be held safely. 8.2 Test of fatigue strength Roof safety hooks shall additionally be tested in accordance with the requirements of 7.3. Three test specimens shall be submitted to a drop test (see

46、 Figure 3). The test specimens shall be fixed by their fastening systems to a simulation of the load-bearing roof construction in a position between 70 and 90 from the horizontal. The load and deflection criteria of the drop test shall conform to EN 364. For the test, a hawser laid polyamide lanyard

47、 of three strands and of 12 mm diameter according to EN ISO 1140 shall be used. EN 517:2006 (E) 9 Dimensions in millimetres Key 1 Rapid release 2 Roof construction 3 Lanyard 4 Drop mass 5 Anchorage point Figure 3 Dynamic test (fatigue strength) An eye of (75 10) mm size shall be spliced into each en

48、d of the lanyard with splices of 5 full tucks and equipped with karabiners. The effective length of the lanyard measured under a load of (40 5) N shall be (2 000 50) mm. EN 517:2006 (E) 10 One end of the lanyard shall be attached to the anchorage point of the test specimen. At the other end of the l

49、anyard a drop mass of (100 1) kg and (200 2) mm in diameter shall be fastened. The drop mass shall be suspended at a maximum horizontal distance of 300 mm from the anchorage point of the lanyard and a vertical distance of 500 mm from that point by means of a quick release device. Release the drop mass which will fall freely through (2 500 50) mm before the lanyard arrests the fall. Observe any deformations and deflections of the test specimen and its fastenings, and the test load shall be supported safely. 9 Eval