1、February 2016 English price group 13No 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 91.120.01; 91.200!%LS7“2414820w
2、ww.din.deDIN EN 16508Temporary works equipment Encapsulation constructions Performance requirements and general design;English version EN 16508:2015,English translation of DIN EN 16508:2016-02Temporre Konstruktionen fr Bauwerke Einhausungskonstruktionen Leistungsanforderungen, Entwurf, Konstruktion
3、und Bemessung;Englische Fassung EN 16508:2015,Englische bersetzung von DIN EN 16508:2016-02quipements temporaires de chantiers Systmes de protection douvrage Exigences de performance et conception gnrale;Version anglaise EN 16508:2015,Traduction anglaise de DIN EN 16508:2016-02www.beuth.deDTranslati
4、on by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative.Document comprises 23 pages 03.16 DIN EN 16508:2016-02 2 A comma is used as the decimal marker. National foreword This document (EN 16508:2015) has been prepared by Technical Committee CEN/TC 53
5、 “Temporary works equipment” (Secretariat: DIN, Germany), Working Group WG 14 “Temporary encapsulation systems” (lead-management: SIS, Sweden). The responsible German body involved in its preparation was DIN-Normenausschuss Bauwesen (DIN Standards Committee Building and Civil Engineering), Working C
6、ommittee NA 005-11-05 AA Arbeits- und Schutzgerste und Gerstbauteile. EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 16508 December 2015 ICS 91.120.01; 91.200 English Version Temporary works equipment - Encapsulation constructions - Performance requirements and general design quipements tempor
7、aires de chantiers - Systmes de protection douvrage - Exigences de performance et conception gnrale Temporre Konstruktionen fr Bauwerke - Einhausungskonstruktionen - Leistungsanforderungen, Entwurf, Konstruktion und Bemessung This European Standard was approved by CEN on 26 September 2015. CEN membe
8、rs 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 applicatio
9、n 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 Manageme
10、nt 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, Latvia, L
11、ithuania, 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 CEN-CENELEC Management Centre: Avenue Marnix 17
12、 B-1000 Brussels 2015 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 16508:2015 EEN 16508:2015 (E) 2 Contents Page European foreword . 3 Introduction 4 1 Scope 5 2 Normative references 5 3 Terms and definitions . 5 4 Materials .
13、8 5 General requirements . 9 5.1 General 9 5.2 Access 9 5.3 Openings . 9 5.4 Moveable structures 9 6 Classification of snow/minimum load classes 9 7 Structural design . 9 7.1 General 9 7.2 Support 10 7.3 Method of design 10 7.4 Actions 10 7.4.1 General . 10 7.4.2 Permanent actions, Q110 7.4.3 Variab
14、le imposed actions, Q2 Q411 7.4.4 Climatic loads 11 7.5 Load combinations 12 7.6 Extent of static calculation 13 7.6.1 Ultimate limit state 13 7.6.2 Static equilibrium 14 7.6.3 Local sliding . 15 7.6.4 Loads on flexible sheeting . 16 8 Documentation 16 Annex A (informative) Pressure coefficients for
15、 the external pressure, cpe17 Annex B (informative) A-deviations . 20 Bibliography . 21 DIN EN 16508:2016-02 EN 16508:2015 (E) 3 European foreword This document (EN 16508:2015) has been prepared by Technical Committee CEN/TC 53 “Temporary works equipment”, the secretariat of which is held by DIN. Th
16、is 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 2016, and conflicting national standards shall be withdrawn at the latest by June 2016. Attention is drawn to the possibility that some of the el
17、ements 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. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this
18、European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia,
19、 Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 16508:2016-02 EN 16508:2015 (E) 4 Introduction The purpose of a temporary roof and encapsulation construction according to this standard is to protect the area inside from climatic influences and dust. It is also used to pr
20、otect the public from effects from inside. This European Standard includes rules for structural design, which are of particular relevance to encapsulations. Individual countries may have national laws or regulations which are not in line with this European standard. Information on that can be found
21、in the attached A-deviations. DIN EN 16508:2016-02 EN 16508:2015 (E) 5 1 Scope This European Standard specifies performance requirements and design methods for temporary roofs and encapsulations. It is possible to form the constructions in several ways: temporary roof which is supported by an existi
22、ng permanent construction (Figure 1); temporary roof which is supported by a scaffold (Figure 2 and 3); temporary roof which is supported by another temporary construction (e.g. steel frame); temporary wall which is supported by a separate construction (Figure 4); encapsulation which is a complete t
23、emporary construction including roof, walls and corresponding temporary supports (Figure 5). This European Standard sets out general requirements. These are substantially independent of the materials of which the construction is made. This standard is intended to be used as the basis for enquiry and
24、 design. 2 Normative references The following documents, in whole or in part, are normatively referenced 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
25、any amendments) applies. EN 1990 (all parts), Eurocode: Basis of structural design EN 1991 (all parts), Eurocode 1: Actions on structures EN 1993 (all parts), Eurocode 3: Design of steel structures EN 1995 (all parts), Eurocode 5: Design of timber structures EN 1999 (all parts), Eurocode 9: Design o
26、f aluminium structures EN 12811-1:2003, Temporary works equipment Part 1: Scaffolds Performance requirements and general design EN 12811-2, Temporary works equipment Part 2: Information on materials EN 12812:2008, Falsework Performance requirements and general design 3 Terms and definitions For the
27、purposes of this document the terms of EN 12811-1 and EN 12812 and the following apply. 3.1 temporary roof construction intended to cover work activities DIN EN 16508:2016-02 EN 16508:2015 (E) 6 3.2 temporary encapsulation construction intended to encapsulate work activity areas, consisting of a com
28、bination of following elements: roof, walls and supports Note 1 to entry: For different types, see Figures 1 to 5. Figure 1 Example of a temporary roof which is supported by an existing permanent construction Figure 2 Examples of temporary roofs supported by scaffolding elements Figure 3 Examples of
29、 temporary roofs supported by working scaffold DIN EN 16508:2016-02 EN 16508:2015 (E) 7 Key 1 existing support Figure 4 Example of a temporary wall supported by a separate construction DIN EN 16508:2016-02 EN 16508:2015 (E) 8 Figure 5 Example of an encapsulation consisting of a complete temporary co
30、nstruction including roof, walls and supports 3.3 kentledge material attached to or placed on a structure to provide stability by the action of its dead weight 3.4 support structure which is to withstand the imposed effects from the construction 3.5 sheeting/cladding flexible or stiff component, nor
31、mally intended to provide protection from climatic influences and/or dust protection 4 Materials Materials shall fulfil the requirements given in European Standards, where design data are provided. If European Standards do not exist, ISO Standards may be applied. This European standard is not intend
32、ed to prevent the use of existing components made of materials in accordance with standards that were valid at the time of their introduction. Materials shall be sufficiently robust and durable to withstand normal working conditions. Materials shall be free from any impurities and defects, which may
33、 affect their satisfactory use. Additional requirements for some materials are given in EN 12811-2. This European standard does not intend to prevent the use of non-standardized materials. When materials are used, whose properties in relation to the intended application (e.g. temperature, ageing, UV
34、degradation) are not given in any available standard, an adequate assessment according to relevant national regulations is required. If walking on the sheeting is permitted by the supplier of the encapsulation, then it shall be able to withstand the appropriate actions. DIN EN 16508:2016-02 EN 1650
35、8:2015 (E) 9 NOTE Material requirements for some sheeting are given in EN 13782. 5 General requirements 5.1 General The components shall be designed so they can be safely erected, used, maintained and dismantled. Attention shall be paid to ergonomic considerations. 5.2 Access Safe and ergonomic mean
36、s of access to all areas within the encapsulation and to the temporary roof shall be provided when appropriate. The access should preferably be by means of stairways. Access shall be according to the requirements of EN 12811-1. NOTE Access to the temporary roof could be required for repair, opening
37、or snow clearance. 5.3 Openings If necessary, for the purpose of lifting in equipment or materials, it should be possible to remove parts of the structure temporarily. These parts shall be secured when removed. 5.4 Moveable structures Moveable structures shall be secured against uplift at all times.
38、 If such securing is not possible, a maximum wind speed for loosening and moving shall be stated. 6 Classification of snow/minimum load classes Encapsulations are classified in snow load classes according to Table 1. Exceptions to the snow load classes may be decided by national regulations. Table 1
39、 Snow load classes Snow load class Guidance Load kN/m2SL 1 No snow load (Minimum load) 0,1 SL 2a Based upon snow clearance management a0,25 SL 2b Based upon snow clearance management a0,6 SL 3 Site specific snow load in accordance with EN 19911-3 NOTE See also national annexes. aSnow clearance manag
40、ement may be achieved by physical removal, heating, etc. 7 Structural design 7.1 General Each encapsulation, including all its parts, shall be designed, constructed and maintained to ensure that it does not collapse or move unintentionally and so that it can be used safely. This applies at all stage
41、s, including erection, modification and until fully dismantled. The designer shall have access to all relevant design data from the supplier of prefabricated equipment. DIN EN 16508:2016-02 EN 16508:2015 (E) 10 The forces determined for the loading capacity and stability proof for temporary roofs an
42、d encapsulations shall be taken into consideration in regard to the external supporting structure. 7.2 Support An encapsulation shall have support capable of resisting the design loads and limiting movement. 7.3 Method of design The structure shall be designed in accordance with recognized engineeri
43、ng principles. The design shall take into account the variability of materials, workmanship, site conditions and construction tolerances. The structure shall be designed with regard to ease and safety of erection and dismantling. The designers shall provide guidance on the implementation of their de
44、sign. If not specified otherwise, the design should be carried out following the ultimate limit state (ULS), including load bearing capacity, stability against sliding laterally, overturning and uplift. Design shall be carried out in accordance with the European Standards for structural engineering,
45、 including their respective national Annexes. The current standards include: For design: EN 1990 For actions: EN 1991 For steel: EN 1993 For timber: EN 1995 For aluminium: EN 1999 If there are conflicts between provisions in this standard and other standards, e.g. ENs, then the provisions in this st
46、andard shall have precedence. The encapsulation shall be designed by taking the effects of the complete structure into account. The design of a scaffold as support of a temporary roof shall be carried out in accordance with EN 12811-1 considering the safety factors defined in 7.6 with taking into ac
47、count the additional effects from the temporary roof, see Figure 3. 7.4 Actions 7.4.1 General Typical actions on encapsulations are described in the following sub-clauses. The values Q1to Q8are characteristic values of actions. Where appropriate for a specific project, account shall be taken of othe
48、r loading conditions with load combination according to EN 1990. NOTE Loads from specific projects may come from lifting equipment, lighting etc. 7.4.2 Permanent actions, Q1The permanent action “self-weight” shall be taken into account. Self-weight includes: the encapsulation structure; kentledge; o
49、ther dead loads (e.g. suspended working platforms, lifting beams, lighting etc.). DIN EN 16508:2016-02 EN 16508:2015 (E) 11 7.4.3 Variable imposed actions, Q2 Q47.4.3.1 General The designer shall consider which combinations of the variable loads are favourable or unfavourable for the structure. 7.4.3.2 Access and service load, Q2All access and service loadings on scaffolding elements shall be taken from EN 12811-1. 7.4.3.3 Other imposed loads
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