EN 15254-5:2009
(Main)Extended application of results from fire resistance tests - Non-loadbearing walls - Part 5: Metal sandwich panel construction
Extended application of results from fire resistance tests - Non-loadbearing walls - Part 5: Metal sandwich panel construction
This part of EN 15254 defines rules for extended applications, provides guidance, and, where appropriate, defines procedures, for variations of certain parameters and factors associated with the design of internal and external non-loadbearing walls constructed of metal sandwich panels and that have been tested in accordance with EN 1364-1.
EN 15254-5 applies for self-supporting, double skin metal faced sandwich panels having an insulating core bonded to both facings as defined in EN 14509.
Erweiterter Anwendungsbereich der Ergebnisse von Feuerwiderstandsprüfungen - Nichttragende Wände - Teil 5: Sandwichelemente in Metallbauweise
Dieser Teil der Normenreihe EN 15254 legt Regeln zum erweiterten Anwendungsbereich fest, bietet Anleitungen
und legt, falls erforderlich, Verfahren für Änderungen von bestimmten Parametern und Faktoren fest, die
mit der Bauweise von nichttragenden Innen- und Außenwänden aus Sandwichelementen (im Folgenden als
Element bezeichnet) in Metallbauweise zusammenhängen und die nach EN 1364-1 geprüft wurden.
EN 15254-5 gilt für selbsttragende Sandwichelemente mit beidseitigen Metalldeckschichten und einem Kern
aus Wärmedämmstoff, der auf beiden Seiten, wie in EN 14509 festgelegt, verklebt ist.
Application étendue des résultats d'essais de résistance au feu - Murs non porteurs - Partie 5 : Panneaux sandwiches métalliques pour la construction
La présente partie du EN 15254 définit les règles pour les applications étendues, expose les lignes directrices et, le cas échéant, définit des procédures pour les modifications de certains paramètres et facteurs liés à la conception de murs internes et externes non porteurs en panneaux sandwiches métalliques et qui ont été soumis à essai conformément à l'EN 1364-1.
L’EN 15254-5 s'applique aux panneaux sandwiches autoportants, à deux parements métalliques comportant une âme isolante liée aux deux parements tels que défini dans l'EN 14509.
Razširjena uporaba rezultatov preskusov požarne odpornosti - Nenosilne stene - 5. del: Stene iz kovinskih sendvič panelov
Ta del EN 15254 določa pravila za razširjeno uporabo, zagotavlja vodilo in, kjer je primerno, določa postopke za spreminjanje določenih parametrov in dejavnikov, povezanih z zasnovo notranjih in zunanjih nenosilnih sten, narejenih iz kovinskih sendvič panelov, ki so bile preskušene v skladu z EN 1364-1. EN 15254-5 velja za samonosilne dvoslojne kovinske sendvič panele, ki imajo izolacijsko jedro, povezano z obema stranema, kot je opredeljeno v EN 14509.
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Erweiterter Anwendungsbereich der Ergebnisse von Feuerwiderstandsprüfungen - Nichttragende Wände - Teil 5: Sandwichelemente in MetallbauweiseApplication étendue des résultats d'essais de résistance au feu - Murs non porteurs - Partie 5 : Panneaux sandwich métalliques pour la constructionExtended application of results from fire resistance tests - Non-loadbearing walls - Part 5: Metal sandwich panel construction91.060.10Stene. Predelne stene. FasadeWalls. Partitions. Facades13.220.50Požarna odpornost gradbenih materialov in elementovFire-resistance of building materials and elementsICS:Ta slovenski standard je istoveten z:EN 15254-5:2009SIST EN 15254-5:2010en,de01-februar-2010SIST EN 15254-5:2010SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 15254-5
November 2009 ICS 13.220.50; 91.060.10 English Version
Extended application of results from fire resistance tests - Non-loadbearing walls - Part 5: Metal sandwich panel construction
Application étendue des résultats d'essais de résistance au feu - Murs non porteurs - Partie 5 : Panneaux sandwiches métalliques pour la construction
Erweiterter Anwendungsbereich der Ergebnisse von Feuerwiderstandsprüfungen - Nichttragende Wände - Teil 5: Sandwichelemente in Metallbauweise This European Standard was approved by CEN on 5 October 2009.
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 concerning such national standards may be obtained on application to the CEN 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 Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 15254-5:2009: ESIST EN 15254-5:2010
Typical behaviour of a metal faced sandwich panel wall when exposed to fire . 16Annex B (normative)
Evaluation of extension of span length . 17Bibliography . 20 SIST EN 15254-5:2010
3.1.1 direct field of application of test results outcome 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 properties and/or intended end-use applications 3.1.2 extended field of application of test results outcome 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(s), a test result on the basis of one or more test results to the same test standard 3.1.3 factor one of the possible variations that may be applied to a parameter 3.1.4 factor influence one of the potential causes of a change in the fire resistance due to a factor SIST EN 15254-5:2010
fixing device that fastens the panels to a support structure or to the test frame 3.1.6 fixing system system consisting of fastenings and possible other means to fasten the panels to a support structure or to the test frame 3.1.7 height of assembly for horizontally or vertically installed wall panels the height of the wall in the reference test or in the end-use application 3.1.8 length of assembly for horizontally or vertically installed wall panels the length of the wall in the reference test or in the end-use application 3.1.9 reference test fire resistance test in accordance with EN 1363-1 and EN 1364-1, and where applicable EN 1363-2, on which the extended application is based and the results of which are used as the main source of data for the extended application 3.1.10 stiching device for fixing panels to panels in the longitudinal joint 3.1.11 span length centre to centre distance between the supports of a panel and/or intermediate supports to which the sandwich panel is fixed 3.1.12 support structure construction onto which the panel wall is fastened in the end-use application 3.1.13 test frame frame containing the test construction for the purpose of mounting onto the furnace 3.2 Symbols and abbreviations For the purposes of this document, the following symbols and abbreviations apply. Ft,Ed
the tensile load on the fasteners
Fv,Ed
the shear load on the fasteners Ft,Rd
the design tensile load on the fastener at normal temperature Fv,Rd
the design shear load on the fastener at normal temperature L
span length
L1
distance between midspan of two adjacent panels SIST EN 15254-5:2010
overlap of the metal facing at the panel to panel joint b
width of panel c1
opening in adjacent metal sheet joints at normal room temperature on non exposed side c2
opening in adjacent metal sheet joints during the reference test on non exposed side fj
deflection of panel to panel joint in the reference test f1 f2
deflection of two adjacent panels at midspan in the reference test g
panel weight per square meter q
pressure action on the panel in a fire situation ∆c
increase in opening of the metal sheet joint in the reference test ∆f
relative deflection of the joint compared to the adjacent panels in the reference test 4 Establishing the field of extended application 4.1 General An extended application analysis is required when the application differs in one or more parameters from the tested one described in the test report and/or in the classification document, and which is not covered by the field of direct application of the classification document. The extended application of the wall shall be based on the reference fire test results performed according to EN 1364-1 and may be complemented by one or more additional small or full scale tests or by historical data. If historical data are used they shall comply with the rules given in this document. 4.2 Assumptions in the exten
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