1、July 2013Translation by DIN-Sprachendienst.English price group 15No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 13
2、.340.99; 91.220!%English version EN 13374:2013,English translation of DIN EN 13374:2013-07Temporre Seitenschutzsysteme Produktfestlegungen Prfverfahren;Englische Fassung EN 13374:2013,Englische bersetzung von DIN EN 13374:2013-07Garde-corps priphriques temporaires Specification du produit Mthodes de
3、ssai;Version anglaise EN 13374:2013,Traduction anglaise de DIN EN 13374:2013-07SupersedesDIN EN 13374:2004-09www.beuth.deIn case of doubt, the German-language original shall be considered authoritative.Document comprises 35 pages07.13 DIN EN 13374:2013-07 2 A comma is used as the decimal marker. Nat
4、ional foreword This document (EN 13374:2013) has been prepared by Technical Committee CEN/TC 53 “Temporary works equipment” (Secretariat: DIN, Germany). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Work
5、ing Committee NA 005-11-05 AA Arbeits- und Schutzgerste und Gerstbauteile (SpA zu CEN/TC 53/WG 1 bis WG 4, WG 10, WG 13 und WG 14). Amendments This standard differs from DIN EN 13374:2004-09 as follows: a) normative references have been updated; b) most of the figures have been updated; c) three new
6、 tables have been added; d) all information in Clauses 5 and 6 related to testing has been transferred to Clause 7; e) Subclause 5.3 “Material requirements” has been simplified; f) Subclause 6.1.2 “Method of design” has been added; g) Subclause 6.3 “Static loads” has been clarified with table and fi
7、gures; h) Clause 7 “Test methods” has been revised in form and structure; i) the former Annex A has been deleted, the former Annex B is now Annex A. Previous editions DIN EN 13374: 2004-09 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13374 May 2013 ICS 13.340.99; 91.220 Supersedes EN 13374:2
8、004English Version Temporary edge protection systems - Product specification - Test methods Garde-corps priphriques temporaires - Spcification du produit - Mthodes dssai Temporre Seitenschutzsysteme - Produktfestlegungen - Prfverfahren This European Standard was approved by CEN on 21 March 2013. CEN
9、 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 appl
10、ication 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 Ma
11、nagement 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, Lat
12、via, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-10
13、00 Brussels 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13374:2013: EEN 13374:2013 (E) 2 Contents Page Foreword 4 1 Scope 6 2 Normative references 6 3 Terms and definitions .8 4 Classification of edge protection systems 10
14、 4.1 Class A . 10 4.2 Class B . 11 4.3 Class C . 11 5 Requirements 11 5.1 General . 11 5.1.1 Basic requirements 11 5.1.2 Nets 11 5.1.3 Principal guardrail 11 5.1.4 Toeboard 11 5.2 Additional dimensional requirements for individual classes 12 5.2.1 Edge protection system class A . 12 5.2.2 Edge prote
15、ction system class B . 12 5.2.3 Edge protection system class C . 12 5.3 Material requirements 13 5.3.1 General . 13 5.3.2 Steel . 13 5.3.3 Timber 14 5.3.4 Material for counterweights . 14 5.4 Static and dynamic design requirements for individual classes . 14 5.4.1 General . 14 5.4.2 Edge protection
16、system class A . 14 5.4.3 Edge protection system class B . 14 5.4.4 Edge protection system class C . 14 6 Structural design 15 6.1 General . 15 6.1.1 Introduction . 15 6.1.2 Method of design 15 6.1.3 Ultimate limit state (fundamental and accidental loads) 16 6.1.4 Serviceability limit state . 16 6.2
17、 Partial safety factors 16 6.2.1 Ultimate limit state with fundamental loads . 16 6.2.2 Serviceability limit state . 17 6.2.3 Ultimate limit state with accidental loads 17 6.3 Static loads 17 6.3.1 General . 17 6.3.2 Serviceability limit state . 18 6.3.3 Ultimate limit state Point loads 19 6.3.4 Ult
18、imate limit state - Maximum wind load 20 6.3.5 Ultimate limit state Load combination 21 6.3.6 Ultimate limit state - Load parallel to the edge protection system 22 6.3.7 Ultimate limit state with accidental loads 22 7 Test methods . 23 7.1 General . 23 7.2 Load application . 23 7.3 Sample to be test
19、ed 24 DIN EN 13374:2013-07EN 13374:2013 (E) 3 7.4 Tests for conformity with static load requirements for classes A and B 24 7.4.1 General . 24 7.4.2 Tests for serviceability 24 7.4.3 Test for strength 25 7.5 Tests for conformity with dynamic load requirements for classes B and C . 25 7.5.1 Test proc
20、edure for Class B. 25 7.5.2 Test procedure for Class C. 27 7.6 Test reports 29 8 Designation 29 9 Marking . 29 10 Information to be given to the site . 30 10.1 General requirements . 30 10.2 Principal contents . 30 11 Assessment . 31 Annex A (informative) Appropriate classes for the use at different
21、 inclinations and falling heights . 32 Bibliography 33 DIN EN 13374:2013-07EN 13374:2013 (E) 4 Foreword This document (EN 13374:2013) has been prepared by Technical Committee CEN/TC 53 “Temporary works equipment”, the secretariat of which is held by DIN. This European Standard shall be given the sta
22、tus of a national standard, either by publication of an identical text or by endorsement, at the latest by November 2013, and conflicting national standards shall be withdrawn at the latest by November 2013. Attention is drawn to the possibility that some of the elements of this document may be the
23、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 13374:2004. Temporary edge protection systems are used in construction work, primarily to prevent persons and objects from falling to a lower level fr
24、om roofs, edges, stairs and other areas where protection is required. In most European countries temporary edge protection, or other types of fall protection devices, are required when a risk assessment identifies a fall risk regardless of height. In contrast to being secured by a lanyard, greater m
25、obility in the working area is provided when edge protection is in place. The temporary edge protection can in some situations also act as a handrail for people to hold onto when working or walking close to an edge. COUNCIL DIRECTIVE 92/57/EEC was taken into consideration when reviewing this product
26、 standard. While this standard also includes requirements to protect people from falling objects, e.g. by the provision of toeboards, there could be circumstances where this is insufficient and additional measures, which are beyond the scope of this document, will need to be taken. Classes specified
27、 in this standard are intended to cater for the varied requirements appropriate for different uses. It is important that the structure to which temporary edge protection is attached can support the load that the system is designed for. This standard is a revised version of the 2004 version. In gener
28、al, the following changes have been made: the normative references have been updated, most of the figures have been updated, three tables have been added to clarify design and test requirements, all testing related information from Clause 5 and 6 have been moved to Clause 7, subclause 5.3 has been s
29、implified, subclause 6.1.3 has been added, subclause 6.3 has been clarified with table and pictures, Clause 7 has been rewritten in most parts, Annex A has been deleted, the former Annex B is now Annex A; DIN EN 13374:2013-07EN 13374:2013 (E) 5 editorial changes and clarifications have been done. Ac
30、cording to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germa
31、ny, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 13374:2013-07EN 13374:2013 (E) 6 1 Scope This European Standard specifies the requ
32、irements and test methods for temporary edge protection systems for use during construction or maintenance of buildings and other structures. This standard applies to edge protection systems for flat and inclined surfaces and specifies the requirements for three classes of temporary edge protection.
33、 For edge protection systems with an arrest function (e.g. falling or sliding down a sloping roof) this standard specifies requirements for energy absorption. This standard includes edge protection systems, some of which are fixed to the structure and others, which rely on gravity and friction on fl
34、at surfaces. This standard does not provide requirements for edge protection systems intended for: protection against impact from vehicles or from other mobile equipment, protection from sliding down of bulk loose materials, snow etc, protection of areas accessible to the public. This standard does
35、not apply to side protection on scaffolds according to EN 12811-1 and EN 1004. NOTE This does not prevent these systems to be used on temporary structures. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its a
36、pplication. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 74-1, Couplers, spigot pins and baseplates for use in falsework and scaffolds Part 1: Couplers for tubes Requirements and tes
37、t procedures EN 74-2, Couplers, spigot pins and baseplates for use in falsework and scaffolds Part 2: Special couplers Requirements and test procedures EN 74-3, Couplers, spigot pins and baseplates for use in falsework and scaffolds Part 3: Plain base plates and spigot pins Requirements and test pro
38、cedures EN 338, Structural timber Strength classes EN 596, Timber structures Test methods Soft body impact test of timber framed walls EN 1263-1, Safety nets Part 1: Safety requirements, test methods EN 1990, Eurocode Basis of structural design EN 1991-1-4, Eurocode 1: Actions on structures Part 1-4
39、: General actions Wind actions EN 1993-1-1, Eurocode 3: Design of steel structures Part 1-1: General rules and rules for buildings EN 1993-1-2, Eurocode 3: Design of steel structures Part 1-2: General rules Structural fire design DIN EN 13374:2013-07EN 13374:2013 (E) 7 EN 1993-1-3, Eurocode 3 Design
40、 of steel structures Part 1-3: General rules Supplementary rules for cold-formed members and sheeting EN 1993-1-4, Eurocode 3 Design of steel structures Part 1-4: General rules Supplementary rules for stainless steels EN 1993-1-5, Eurocode 3 Design of steel structures Part 1-5: Plated structural ele
41、ments EN 1993-1-6, Eurocode 3 Design of steel structures Part 1-6: Strength and Stability of Shell Structures EN 1993-1-7, Eurocode 3 Design of steel structures Part 1-7: Plated structures subject to out of plane loading EN 1993-1-8, Eurocode 3: Design of steel structures Part 1-8: Design of joints
42、EN 1993-1-9, Eurocode 3: Design of steel structures Part 1-9: Fatigue EN 1993-1-10, Eurocode 3: Design of steel structures Part 1-10: Material toughness and through-thickness properties EN 1993-1-11, Eurocode 3: Design of steel structures Part 1-11: Design of structures with tension components EN 19
43、93-1-12, Eurocode 3: Design of steel structures Part 1-12: Additional rules for the extension of EN 1993 up to steel grades S 700 EN 1993-2, Eurocode 3: Design of steel structures Part 2: Steel bridges EN 1993-3-1, Eurocode 3 - Design of steel structures Part 3-1: Towers and masts and chimneys- Towe
44、rs and masts EN 1993-3-2, Eurocode 3: Design of steel structures Part 3-2: Towers, masts and chimneys Chimneys EN 1993-4-1, Eurocode 3: Design of steel structures Part 4-1 : Silos EN 1993-4-2, Eurocode 3: Design of steel structures Part 4-2: Tanks EN 1993-4-3, Eurocode 3: Design of steel structures
45、Part 4-3: Pipelines EN 1993-5, Eurocode 3: Design of steel structures Part 5: Piling EN 1993-6, Eurocode 3: Design of steel structures Part 6: Crane supporting structures EN 1995-1-1, Eurocode 5 Design of timber structures Part 1-1: General - Common rules and rules for buildings EN 1995-1-2, Eurocod
46、e 5 Design of timber structures Part 1-2: General - Structural fire design EN 1995-2, Eurocode 5: Design of timber structures Part 2: Bridges EN 1999-1-1, Eurocode 9 Design of aluminium structures Part 1-1: General structural rules EN 1999-1-2, Eurocode 9 Design of aluminium structures Part 1-2: Str
47、uctural fire design EN 1999-1-3, Eurocode 9: Design of aluminium structures Part 1-3: Structures susceptible to fatigue EN 1999-1-4, Eurocode 9 Design of aluminium structures Part 1-4: Cold formed structural sheeting DIN EN 13374:2013-07EN 13374:2013 (E) 8 EN 1999-1-5, Eurocode 9 Design of aluminium
48、 structures Part 1-5: Shell structures EN 12811-3:2002, Temporary works equipment Part 3: Load testing 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 edge protection system set of components intended to protect people from falling to a lower
49、 level and to retain materials Note 1 to entry: see Figure 1. 3.2 principal guardrail rail or continuous element forming the top of the edge protection system 3.3 intermediate guardrail rail or continuous element between the principal guardrail and the working surface 3.4 intermediate protection protection barrier formed (e.g. as a fencing st
