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本文(EN 15254-7-2018 en Extended application of results from fire resistance tests - Non-loadbearing ceilings - Part 7 Metal sandwich panel construction.pdf)为本站会员(fatcommittee260)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

EN 15254-7-2018 en Extended application of results from fire resistance tests - Non-loadbearing ceilings - Part 7 Metal sandwich panel construction.pdf

1、BSI Standards PublicationWB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/2013 15:06Extended application of results from fire resistance tests - Non-loadbearing ceilingsPart 7: Metal sandwich panel constructionBS EN 152547:2018National forewordThis British Standard is the UK implementation of EN 152547

2、:2018. It supersedes BS EN 152547:2012, which is withdrawn.The UK participation in its preparation was entrusted to Technical Committee FSH/22/7, Non loadbearing separating elements.A list of organizations represented on this committee can be obtained on request to its secretary.This publication doe

3、s not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. The British Standards Institution 2018 Published by BSI Standards Limited 2018ISBN 978 0 580 91758 5ICS 91.060.30; 13.220.50Compliance with a British Standard cannot confer immunit

4、y from legal obligations.This British Standard was published under the authority of the Standards Policy and Strategy Committee on 31 May 2018.Amendments/corrigenda issued since publicationDate Text affectedBRITISH STANDARDBS EN 152547:2018EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 15254-7Apr

5、il 2018ICS 13.220.50; 91.060.30 Supersedes EN 152547:2012EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGCEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2018 CEN Ref. No. EN 152547:2018: EAll rights of exploitation in any form and by

6、 any means reserved worldwide for CEN national MembersExtended application of results from fire resistance tests Nonloadbearing ceilings Part 7: Metal sandwich panel constructionApplication tendue des rsultats dessais de rsistance au feu Plafonds non porteurs Partie 7 : Panneaux sandwiches mtallique

7、s pour la constructionErweiterter Anwendungsbereich der Ergebnisse von Feuerwiderstandsprfungen Nichttragende Unterdecken Teil 7: Sandwichelemente in MetallbauweiseThis European Standard was approved by CEN on 8 January 2018.CEN members are bound to comply with the CEN/CENELEC Internal Regulations w

8、hich stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Uptodate lists and bibliographical references concerning such national standards may be obtained on application to the CENCENELEC Management Centre or to any CEN member.This Euro

9、pean 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 Management Centre has the same status as the official versions.CEN members are

10、 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, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Rom

11、ania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.English VersionEN 15254-7:2018 (E)European foreword 31 Scope . 42 Normative references 43 Terms, definitions, symbols and abbreviations . 43.1 Terms and definitions . 43.2 Symbols and abbreviations 54 Establishin

12、g the field of extended application 64.1 General . 64.2 Assumptions in the extended application . 65 Rules for extended applications of the tested product/construction . 75.1 General . 75.2 Variations in the materials of the product 85.2.1 General 85.2.2 Variations in the metal sheets 85.2.3 Variati

13、ons in the adhesive 95.2.4 Variations in the core material . 105.3 Variations in the construction 115.3.1 Variations in span length . 115.3.2 Variations in the panel thickness 115.3.3 Variations in the longitudinal joint construction 115.3.4 Variations in the boundary conditions and fixing system .1

14、25.3.5 Length and width of ceiling construction 125.4 Interaction between the factor influences . 125.5 Support structure 125.6 Heating conditions 136 Calculation methods and additional measurements .136.1 Calculation methods 136.1.1 General. 136.1.2 Calculation of strength properties . 136.2 Additi

15、onal measurements to be carried out in the reference test .137 Report of the extended application analysis 14Annex A (informative) Typical behaviour of a sandwich panel ceiling when exposed to fire .15Annex B (informative) Typical examples of sandwich panel ceiling end fixings to support structure.1

16、6Annex C (normative) Rules and calculation methods for extending the span length of sandwich panel ceilings .18Bibliography .212Contents PageBS EN 152547:2018EN 15254-7:2018 (E)European forewordThis document (EN 15254-7:2018) has been prepared by Technical Committee CEN/TC 127 “Fire safety in buildi

17、ngs”, the secretariat of which is held by BSI.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 October 2018, and conflicting national standards shall be withdrawn at the latest by October 2018.Atte

18、ntion is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN shall not be held responsible for identifying any or all such patent rights.This document supersedes EN 152547:2012.This document has been prepared under a mandate given to CEN by th

19、e European Commission and the European Free Trade Association.This standard is currently composed of the following parts: EN 152542, Extended application of results from fire resistance tests Non-loadbearing walls Part 2: Masonry and Gypsum Blocks EN 152544, Extended application of results from fire

20、 resistance tests Non-loadbearing walls Part 4: Glazed constructions EN 152545, Extended application of results from fire resistance tests Non-loadbearing walls Part 5: Metal sandwich panel construction EN 152546, Extended application of results from fire resistance tests - Non-loadbearing walls Par

21、t 6: Curtain walling EN 152547, Extended application of results from fire resistance tests Non-loadbearing walls Part 7: Non-load bearing sandwich panels CeilingsAccording to the CENCENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement t

22、his 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, Serbi

23、a, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.3BS EN 152547:2018EN 15254-7:2018 (E)1 ScopeThis document defines rules for extended applications, provides guidance, and, where appropriate, specifies procedures, for variations of certain parameters and factors associ

24、ated with the design of internal nonloadbearing ceilings constructed of metal faced sandwich panels that have been tested in accordance with EN 1364-2, which could generate a classification in accordance with EN 13501-2.This document applies to selfsupporting, double skin metal faced sandwich panels

25、, which have an insulating core bonded to both facings as defined in EN 14509.2 Normative referencesThe following documents are referred to in the text in such a way that some or all of their content constitutes requirements of this document. For dated references, only the edition cited applies. For

26、 undated references, the latest edition of the referenced document (including any amendments) applies.EN 13631, Fire resistance tests Part 1: General RequirementsEN 13632, Fire resistance tests Part 2: Alternative and additional proceduresEN 13642, Fire resistance tests for non-loadbearing elements

27、Part 2: CeilingsEN 199312, Eurocode 3: Design of steel structures Part 1-2: General rules Structural fire designEN 135012, Fire classification of construction products and building elements Part 2: Classification using data from fire resistance tests, excluding ventilation servicesEN 14509, Self-sup

28、porting double skin metal faced insulating panels Factory made products SpecificationsEN 15725:2010, Extended application reports on the fire performance of construction products and building elementsEN ISO 13943, Fire Safety Vocabulary (ISO 13943)3 Terms, definitions, symbols and abbreviations3.1 T

29、erms and definitionsFor the purpose of this document, the terms and definitions given in EN 14509, EN 15725, EN 1364-2, EN 13631 and EN ISO 13943 the following apply.ISO and IEC maintain terminological databases for use in standardization at the following addresses: IEC Electropedia: available at ht

30、tp:/www.electropedia.org/ ISO Online browsing platform: available at http:/www.iso.org/obp3.1.1direct field of application of test resultsoutcome of a process (involving the application of defined rules) whereby a test result is deemed to be equally valid for variations in one or more of the product

31、 properties and/or intended enduse applications3.1.2extended field of application of test resultsoutcome of a process (involving the application of defined rules that may incorporate calculation procedures) that predicts, for a variation of a product property and/or its intended end-use application(

32、s), a test result on the basis of one or more test results to the same test standard4 BS EN 152547:2018EN 15254-7:2018 (E)3.1.3factorvariation that may be applied to a parameter, e.g. a change in the core thickness3.1.4factor influencepotential cause of a change in the fire resistance when the facto

33、r is changed, e.g. an increase in the loadbearing capacity R as a result of an increase in stiffness3.1.5fastening, fixingcomponent that fastens the panels to a support structure or to the test frame3.1.6fixing systemsystem consisting of fastenings and other possible means used to fasten the panels

34、to a support structure or to the test frame3.1.7length of assemblylength of the ceiling in the span (or panel length) direction in the reference test or in the end use application3.1.8width of assemblywidth of the ceiling in the cross direction of the span (or panel length) in the reference test or

35、in the enduse application3.1.9reference testfire resistance test on which the extended application is based and the results of which are used as the main source of data for the extended applicationNOTE The fire resistance test is in accordance with EN 1363-1 and EN 1364-2, and where applicable EN 13

36、63-2.3.1.10stitchingcomponent for fixing panels to panels in the longitudinal joint3.1.11span lengthcentre to centre distance between two consecutive supports to which the sandwich panel is fixed3.1.12support structureconstruction onto which the panel ceiling is fastened in the enduse application3.1

37、.13supporting constructionconstruction that may be required for the testing of some building elements into which the test specimen is assembled3.1.14test frameframe containing the test construction for the purpose of mounting onto the furnace3.2 Symbols and abbreviationsFor the purposes of this docu

38、ment, the following symbols and abbreviations apply.5BS EN 152547:2018EN 15254-7:2018 (E)b width of paneldcdepth of coreFEdcatenary force acting on the fastenersFvvertical force due to g acting at the fastenerFEd1catenary force acting at the fastener at maximum temperature in the testFEd2catenary fo

39、rce acting at the fastener at temperature for the increased spanFv1vertical force due to g acting at the fastener at maximum temperature in the testFv2vertical force due to g acting at the fastener at temperature for the increased spang panel weight per square meterL span lengthn number of fasteners

40、p relative end movement in the fastenerT temperaturew deflection of the ceiling linear coefficient of thermal expansion4 Establishing the field of extended application4.1 GeneralAn extended application analysis is required when the application differs in one or more parameters from the one tested an

41、d described in the test report and/or in the classification document, and which is not (fully) covered by the field of direct application of the classification document.Extended application is a prediction of the expected fire resistance of fire resistant metal faced sandwich panels. It may be based

42、 on interpolation between or extrapolation from test data. The fundamental consideration shall be that the fire resistant metal faced sandwich panels after extension would achieve the required fire performance if it were to be tested according to EN 1364-2.The extended application of test results fr

43、om metal faced sandwich panels used as a nonloadbearing ceiling shall be based on the reference fire test results performed according to EN 1364-2 and may be complemented by one or more additional tests. The general rules in EN 15725 shall be followed.4.2 Assumptions in the extended applicationThe f

44、ollowing assumptions are considered when evaluating extended applications for sandwich panels:a) the ceiling is required to provide fire resistance and shall be classified according to EN 13501-2;b) the ceiling is assumed to be exposed on one side (either from above or below) to the standardized hea

45、ting conditions given in the EN 1363-1 fire resistance test specification or to alternative and additional procedures given in the EN 13632;c) the supporting construction to which the ceiling is fixed does not significantly deflect during the fire exposure period;6 BS EN 152547:2018EN 15254-7:2018 (

46、E)d) after delamination of the fire exposed facing, the dead load of the panels is carried by a support structure to which the ends of the sandwich panels are attached; the forces from the dead load will be distributed to the support structure by the panel fixings from which loadbearing capacity sha

47、ll be evaluated;e) the support structure has at least the same loadbearing capacity, R, of the fire resistance performance as the sandwich panel ceiling regarding insulation and integrity, if the support structure is on the fire exposed side in end use condition;f) the self weight of the facing and

48、core is calculated from the volume and density of the materials;g) the calculation of the reduction in the strength properties of steel at elevated temperature shall be in accordance with EN 199312.5 Rules for extended applications of the tested product/construction5.1 GeneralWhen performing extende

49、d applications for a tested ceiling, changes can occur either in the materials and/or in the construction. Both are dealt with in this standard. Table 1 and Table 2 list the changes which may or may not be made in an extended application assessment. The rules for the changes are either given in Table 1 or Table 2 or in 5.2 and 5.3.Table 1 Material changes relevant to extended applicationParameter Factors Factor influence on performance RulesIntegrity E Insulation IChanges in me

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