BS EN 13374-2013 Temporary edge protection systems Product specification Test methods《临时边缘保护系统 产品规格 试验方法》.pdf

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1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationBS EN 13374:2013Temporary edge protectionsystems Productspecification Test methodsBS EN 13374:2013 BRITISH STANDARDNational forewordThis British Standard is the UK implementation

2、 of EN 13374:2013. It supersedes BS EN 13374:2004, which is withdrawn.The title of this standard refers to temporary edge protection systems. In practice this standard has been applied to permanent counter balanced systems, where the structure prevents compliance with BS 6180:2011, Barriers in and a

3、bout buildings - Code of practice.This standard can also be applied where the protection of only a few persons, in a controlled environment, not subject to panic, crowd control or access by the general public, can be demonstrated (e.g. maintenance of plant and equipment on roofs).The UK participatio

4、n in its preparation was entrusted by Technical Committee B/514, Access and support equipment, to Subcommittee B/514/21, Access and working scaffolds and their components (props, tubes and couplers).A list of organizations represented by this subcommittee can be obtained on request to its secretary.

5、This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. The British Standards Institution 2013. Published by BSI Standards Limited 2013ISBN 978 0 580 76189 8ICS 13.340.99; 91.220Compliance with a British Standard can

6、not confer immunity from legal obligations.This British Standard was published under the authority of the Standards Policy and Strategy Committee on 30 June 2013.Amendments issued since publicationDate T e x t a f f e c t e dBS EN 13374:2013EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13374

7、May 2013 ICS 13.340.99; 91.220 Supersedes EN 13374:2004English Version Temporary edge protection systems - Product specification - Test methods Garde-corps priphriques temporaires - Spcification du produit - Mthodes dssai Temporre Seitenschutzsysteme - Produktfestlegungen - Prfverfahren This Europea

8、n Standard was approved by CEN on 21 March 2013. 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 standard without any alteration. Up-to-date lists and bibliographical references concer

9、ning such national standards may be obtained on application 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

10、 its own language and notified to the CEN-CENELEC Management 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, Ge

11、rmany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, 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

12、FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 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: EBS EN 13374:2013EN 13374:2013 (E) 2 Contents Page Foreword 4 1 Scope 6 2 Normative references 6 3 Ter

13、ms and definitions .8 4 Classification of edge protection systems 10 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 c

14、lasses 12 5.2.1 Edge protection system class A . 12 5.2.2 Edge protection 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 f

15、or individual classes . 14 5.4.1 General . 14 5.4.2 Edge protection 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 (fundamenta

16、l and accidental loads) 16 6.1.4 Serviceability limit state . 16 6.2 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

17、limit state . 18 6.3.3 Ultimate limit state Point loads 19 6.3.4 Ultimate 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 .

18、 23 7.1 General . 23 7.2 Load application . 23 7.3 Sample to be tested 24 BS EN 13374:2013EN 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 dy

19、namic load requirements for classes B and C . 25 7.5.1 Test procedure 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 An

20、nex A (informative) Appropriate classes for the use at different inclinations and falling heights . 32 Bibliography 33 BS EN 13374:2013EN 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 i

21、s 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 November 2013, and conflicting national standards shall be withdrawn at the latest by November 2013. Attention is drawn to the possib

22、ility that some of the elements of this document may be the 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

23、prevent persons and objects from falling to a lower level from 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

24、height. In contrast to being secured by a lanyard, greater mobility 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/

25、EEC was taken into consideration when reviewing this product 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 scop

26、e of this document, will need to be taken. Classes specified 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

27、 standard is a revised version of the 2004 version. In general, 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

28、 and 6 have been moved to Clause 7, subclause 5.3 has been simplified, 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; BS EN 13374:2013EN 13374:2013 (E) 5

29、 editorial changes and clarifications have been done. According 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, Finla

30、nd, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 13374:2013EN 13374:2013 (E)

31、 6 1 Scope This European Standard specifies the requirements 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 requirem

32、ents for three classes of temporary edge protection. 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

33、and others, which rely on gravity and friction on flat 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

34、 areas accessible to the public. This standard does 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 referen

35、ced in this document and are indispensable for its application. 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 scaff

36、olds Part 1: Couplers for tubes Requirements and test 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 b

37、ase plates and spigot pins Requirements and test procedures 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

38、1991-1-4, Eurocode 1: Actions on structures Part 1-4: 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 BS EN 13374:2013EN

39、 13374:2013 (E) 7 EN 1993-1-3, Eurocode 3 Design 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

40、steel structures Part 1-5: Plated structural elements 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

41、 of steel structures Part 1-8: Design of joints 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: De

42、sign of structures with tension components EN 1993-1-12, 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 structur

43、es Part 3-1: Towers and masts and chimneys- Towers 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 1

44、993-4-3, Eurocode 3: Design of steel structures 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 ru

45、les and rules for buildings EN 1995-1-2, Eurocode 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, Eurocod

46、e 9 Design of aluminium structures Part 1-2: Structural 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 BS EN 13374:2013EN 13374:2013 (E) 8

47、 EN 1999-1-5, Eurocode 9 Design of aluminium 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 intend

48、ed to protect people from falling to a lower 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 wor

49、king surface 3.4 intermediate protection protection barrier formed (e.g. as a fencing structure or a safety net) between the principal guardrail and the working surface Note 1 to entry: see Figure 2. 3.5 toeboard upstanding element provided specifically to prevent materials or persons from falling or sliding off a surface 3.6 post principal vertical support of the edge protection system to which the guardrails and toeboards are