EN 15254-5:2018
(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 document 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, which could generate a classification in accordance with EN 13501-2.
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
Dieses Dokument definiert Regeln für erweiterte Anwendungsbereiche, enthält Leitlinien und legt, falls erforderlich, Verfahren für Änderungen von bestimmten Parametern und Faktoren fest, die mit der Bauweise von nichttragenden Innen- und Außenwänden zusammenhängen, die aus Sandwichelementen in Metallbauweise (im Folgenden als "Sandwichelement" bezeichnet) bestehen und die nach EN 1364-1 geprüft wurden, was zu einer Klassifizierung nach EN 13501-2 führen könnte.
EN 15254-5 gilt für selbsttragende Sandwichelemente mit beidseitigen Metalldeckschichten und einem Kern aus Wärmedämmstoff, der, wie in EN 14509 definiert, mit beiden Deckschichten verklebt ist.
Application étendue des résultats d'essais de résistance au feu - Murs non porteurs - Partie 5 : Panneaux sandwiches métalliques pour la construction
Le présent document 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, pouvant générer une classification conformément à l’EN 13501-2.
L’EN 15254-5 s’applique aux panneaux sandwiches autoportants, à deux parements métalliques comportant une âme isolante liée aux deux parements métalliques tels que définis dans l’EN 14509.
Razširjena uporaba rezultatov preskusov požarne odpornosti - Nenosilne stene - 5. del: Konstrukcije iz kovinskih sendvič panelov
Ta evropski standard določa pravila za razširjeno uporabo, zagotavlja navodila in po potrebi določa postopke za odstopanja nekaterih parametrov in faktorjev, povezanih z obliko notranjih in zunanjih nenosilnih sten, zgrajenih iz kovinskih sendvič panelov, preskušenih v skladu s standardom EN 1364-1.
Standard EN 15254-5 se uporablja za samonosilne dvoslojne kovinske sendvič panele z izoliranim jedrom, vezanim na obe strani, kot je določeno v standardu EN 14509.
General Information
Relations
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 des essais de résistance au feu - Murs non porteurs - Partie 5 : Panneaux sandwiches 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 15254-5:2018SIST EN 15254-5:2018en,fr,de01-oktober-2018SIST EN 15254-5:2018SLOVENSKI
STANDARDSIST EN 15254-5:20101DGRPHãþD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 15254-5
April
t r s z ICS
s uä t t rä w râ
{ sä r x rä s r Supersedes EN
s w t w væ wã t r r {English Version
Extended application of results from fire resistance tests æ Nonæloadbearing walls æ Part
wã Metal sandwich panel construction Application étendue des résultats d 5essais de résistance au feu æ Murs non porteurs æ Partie
w ã Panneaux sandwiches métalliques pour la construction Erweiterter Anwendungsbereich der Ergebnisse von Feuerwiderstandsprüfungen æ Nichttragende Wände æ Teil
wã Sandwichelemente in Metallbauweise This European Standard was approved by CEN on
z January
t r s zä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Serbiaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey and United Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Rue de la Science 23,
B-1040 Brussels
t r s z CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s w t w væ wã t r s z ESIST EN 15254-5:2018
EN15254-5:2018 (E) 2 Contents Page European foreword . 3 1 Scope . 4 2 Normative references . 4 3 Terms and definitions, symbols and abbreviations . 4 3.1 Terms and definitions . 4 3.2 Symbols and abbreviations . 6 4 Establishing the field of extended application . 7 4.1 General . 7 4.2 Assumptions in the extended application . 7 5 Rules for extended applications of the tested product/construction . 8 5.1 General . 8 5.2 Variations in the materials of the product . 10 5.2.1 General . 10 5.2.2 Variations in the metal sheets . 10 5.2.3 Variations in the adhesive . 11 5.2.4 Variations in the core material . 11 5.3 Variations in the construction . 12 5.3.1 Variations in span length . 12 5.3.2 Variations in orientation . 14 5.3.3 Variations in the panel thickness . 14 5.3.4 Variations in the longitudinal joint construction . 15 5.3.5 Variations in the boundary conditions and fixing system . 15 5.3.6 Length and height of wall construction . 15 5.4 Interaction between the factor influences . 15 5.5 Support structure . 15 5.6 Heating conditions . 16 6 Calculation methods and additional measurements. 16 6.1 Calculation methods . 16 6.1.1 General . 16 6.1.2 Calculation of strength properties . 16 6.2 Additional measurements to be carried out in the reference test . 16 7 Report of the extended application analysis . 17 Annex A
(informative)
Typical behaviour of a metal faced sandwich panel wall when exposed to fire . 18 Annex B (normative)
Evaluation of extension of span length . 19 Bibliography . 22 SIST EN 15254-5:2018
EN15254-5:2018 (E) 3 European foreword This document (EN 15254-5:2018) has been prepared by Technical Committee CEN/TC 127 “Fire safety in buildings”, 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. Attention 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 15254-5:2009. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association. This standard is currently composed of the following parts: — EN 15254-2, Extended application of results from fire resistance tests — Non-loadbearing walls — Part 2: Masonry and Gypsum Blocks; — EN 15254-4, Extended application of results from fire resistance tests — Non-loadbearing walls — Part 4: Glazed constructions; — EN 15254-5, Extended application of results from fire resistance tests — Non-loadbearing walls — Part 5: Metal sandwich panel construction; —
EN 15254-6, Extended application of results from fire resistance tests — Non-loadbearing walls — Part 6: Curtain walling; — EN 15254-7, Extended application of results from fire resistance tests — Non-loadbearing walls — Part 7: Non-load bearing sandwich panels — Ceilings. 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, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. SIST EN 15254-5:2018
EN15254-5:2018 (E) 4 1 Scope This document 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, which could generate a classification in accordance with EN 13501-2. 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. 2 Normative references The 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 undated references, the latest edition of the referenced document (including any amendments) applies. EN 1363-1, Fire resistance tests — Part 1: General Requirements EN 1363-2, Fire resistance tests — Part 2: Alternative and additional procedures EN 1364-1, Fire resistance tests for non-loadbearing elements — Part 1: Walls EN 1993-1-2, Eurocode 3: Design of steel structures — Part 1-2: General rules — Structural fire design EN 13501-2, Fire classification of construction products and building elements — Part 2: Classification using data from fire resistance tests, excluding ventilation services EN 14509, Self-supporting double skin metal faced insulating panels — Factory made products - Specifications EN 15725, Extended application reports on the fire performance of construction products and building elements EN ISO 13943, Fire safety — Vocabulary (ISO 13943) 3 Terms and definitions, symbols and abbreviations 3.1 Terms and definitions For the purposes of this document, the terms and definitions given in EN 14509, EN 15725, EN 1364-1, EN 1363-1 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 http://www.electropedia.org/ — ISO Online browsing platform: available at http://www.iso.org/obp SIST EN 15254-5:2018
EN15254-5:2018 (E) 5 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 variation that may be applied to a parameter, e.g. a change in the core thickness 3.1.4 factor influence potential cause of a change in the fire resistance when the factor is changed, e.g. an increase in fire resistance as result of an increase of the thickness of the core 3.1.5 fastening fixing component 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 height of the wall in the reference test or in the end-use application for horizontally or vertically installed wall panels 3.1.8 length of assembly length of the wall in the reference test or in the end-use application for horizontally or vertically installed wall panels 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 stitching component for fixing panels to panels in the longitudinal joint SIST EN 15254-5:2018
EN15254-5:2018 (E) 6 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. E etanchéité F load 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 I isolation L span length L1 distance between midspan of two adjacent panels L2 overlap of the metal facing at the panel to panel joint PCS gross calorific potential R resistance, loadbearing capacity b width of panel c1 opening in adjacent metal sheet joints at normal room temperature on unexposed side c2 opening in adjacent metal sheet joints during the reference test on unexposed side dc depth of core fj deflection of panel to panel joint in the reference test (deflection into the furnace to be taken as positive) f1, f2 deflection of two adjacent panels at m
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.