EN 14195:2005
(Main)Metal framing components for gypsum plasterboard systems - Definitions, requirements and test methods
Metal framing components for gypsum plasterboard systems - Definitions, requirements and test methods
This European Standard specifies the characteristics of metal framing components intended to be used in building construction works in conjunction with gypsum plasterboard conforming to prEN 520 where the assembly is non-loadbearing. These include, for example, partitions, wall and ceiling linings and the cladding of beams, columns, ducts and lift shafts.
It covers the following performance characteristics : reaction to fire, flexural (yield) strength to be measured according to the corresponding European test methods.
It defines the reference test methods for technical specifications.
It provides for the evaluation of conformity of the product to this European Standard.
This EN also covers additional technical characteristics that are of importance for the use and acceptance of the product by the construction industry and the reference tests for these characteristics.
A method of designation has been incorporated to cover the multiplicity of metal sections currently in use, without recourse to a means of rationalisation of their shape, profile or dimensions.
This standard does not cover load-bearing steel framing components.
Metallprofile für Unterkonstruktionen von Gipsplattensystemen - Begriffe, Anforderungen und Prüfverfahren
Dieses Dokument legt die Eigenschaften von Metallprofilen fest, die bei Hochbauarbeiten zusammen mit Gipsplatten nach EN 520 und Gipsplattenprodukten aus der Weiterverarbeitung nach EN 14190 bei nicht tragenden Systemen, wie z. B. Trennwänden, Wand- und Deckenbekleidungen, Bekleidungen von Kanälen und Aufzugschächten und Ummantelungen von Stützen und Trägern, verwendet werden.
Es umfasst folgende Leistungsmerkmale: Brandverhalten und Biegezugfestigkeit (Streckgrenze), die nach den entsprechenden europäischen Prüfverfahren zu bestimmen sind.
Es gibt die Referenz-Prüfverfahren für technische Merkmale an.
Es sieht Maßnahmen für die Bewertung der Konformität des Produktes mit diesem Dokument vor.
Diese EN umfasst auch zusätzliche technische Eigenschaften, die für die Anwendung und Akzeptanz des Produktes durch die Bauwirtschaft wichtig sind, sowie die Referenzprüfverfahren für diese Eigenschaften.
Es wurde ein Verfahren für die Bezeichnung der Profile aufgenommen, mit dem die Vielfalt der gegenwärtig verwendeten Metallprofile abgedeckt wird, ohne deren Form, Querschnitt oder Maße vereinheitlichen zu müssen.
Dieses Dokument gilt nicht für tragende Unterkonstruktionsbauteile aus Stahl und Metall-Unterkonstruktions-bauteile für abgehängte Decken nach EN 13964.
Eléments d'ossature métalliques pour systèmes en plaques de plâtre - Définitions, exigences et méthodes d'essai
Le présent document définit les caractéristiques des éléments d�ossature métalliques destinés à être utilisés
dans des ouvrages de construction de bâtiments en conjonction avec des plaques de plâtre conformes à
l�EN 520 et à la transformation secondaire conformément à l�EN 14190, lorsque l�assemblage n�est pas
porteur. Il s�agit, par exemple, de cloisons et de doublages de murs et de plafonds, ainsi que du revêtement
de poutres, de poteaux, de conduits et de gaines d�ascenseur.
Il couvre les caractéristiques de performance suivantes : réaction au feu, résistance à la flexion (limite
d�élasticité) qui doivent être mesurées conformément aux méthodes d�essai européennes correspondantes.
Il définit les méthodes d'essai de référence pour les spécifications techniques.
Il permet l'évaluation de la conformité du produit au présent document.
Il couvre également les caractéristiques techniques supplémentaires qui revêtent une importance pour
l'utilisation et la réception du produit par l�industrie du bâtiment ainsi que les essais de référence de ces
caractéristiques.
Un mode de désignation a été prévu afin de prendre en compte l�éventail des profilés métalliques
actuellement utilisés, sans avoir recours à une rationalisation de leur forme, profil ou dimensions.
Le présent document ne s�applique pas aux éléments d�ossature en acier de structure et aux éléments
d�ossature métalliques pour plafonds suspendus conformément à l�EN 13964.
Elementi s kovinskimi okvirji za mavčne plošče - Definicije, zahteve in preskusne metode
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Metal framing components for gypsum plasterboard systems - Definitions, requirements and test methodsPHWRGHEléments d'ossature métalliques pour systemes en plaques de plâtre - Définitions, exigences et méthodes d'essaiMetallprofile für Unterkonstruktionen von Gipsplattensystemen - Begriffe, Anforderungen und PrüfverfahrenTa slovenski standard je istoveten z:EN 14195:2005SIST EN 14195:2005en91.100.1077.140.70ICS:SLOVENSKI
STANDARDSIST EN 14195:200501-april-2005
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 14195February 2005ICS 77.140.70; 91.100.10English versionMetal framing components for gypsum plasterboard systems -Definitions, requirements and test methodsEléments d'ossature métalliques pour systèmes en plaquesde plâtre - Définitions, exigences et méthodes d'essaiMetallprofile für Unterkonstruktionen für GipsplattenSystemen - Begriffe, Anforderungen und PrüfverfahrenThis European Standard was approved by CEN on 10 June 2004.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia,Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2005 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 14195:2005: E
Sampling procedure for testing.17 A.1 General.17 A.2 Sampling procedure.17 Annex B (normative)
Calculation of section properties.19 B.1 Scope.19 B.2 Principles.19 B.3 Example of calculation.19 Annex C (informative)
Designation of cross section.21 Annex ZA (informative)
Clauses of this European Standard addressing provisions of EU Construction Products Directive.23 ZA.1 Scope and relevant characteristics.23 ZA.2 Attestation and declaration of conformity of products.24 ZA.3 CE marking and labelling.26 Bibliography.29
Diagram 1 – Family of gypsum products
Diagram 2 – Family of ancillary products Metal framing components are profiled steel sections cold formed from low carbon steel strip coated in zinc, aluminium - zinc or zinc - aluminium. The design and properties of metal components make them suitable for the construction of non-loadbearing partitions, wall and ceiling linings where they provide the framing members to support the gypsum plasterboards.
It covers the following performance characteristics: reaction to fire, flexural (yield) strength to be measured according to the corresponding European test methods. It defines the reference test methods for technical specifications. It provides for the evaluation of conformity of the product to this document. This EN also covers additional technical characteristics that are of importance for the use and acceptance of the product by the construction industry and the reference tests for these characteristics. A method of designation has been incorporated to cover the multiplicity of metal sections currently in use, without recourse to a means of rationalisation of their shape, profile or dimensions.
This document does not cover load-bearing steel framing components and metal framing components for suspended ceilings according to EN 13964. 2 Normative references The following referenced documents are indispensable for the application 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 10002-1, Metallic materials - Tensile testing - Part 1: Method of test at ambient temperature. EN 10326, Continuously hot-dip coated strip and sheet of structural steel – Technical delivery conditions. EN 10327, Continuously hot-dip coated strip and sheet of low carbon steels for cold forming – Technical delivery conditions. EN 13501-1, Fire classification of construction products and building elements — Part 1: Classification using test data from reaction to fire tests.
3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 non-loadbearing element element which does not transfer vertical forces and whose contribution to the stability of the building is not taken into account 3.2 metal section corrosion protected steel member, cold rolled to form profiles (see examples in Annex C)
1) See Commission Decision 96/603/EC, as amended.
EN 10326 EN 10327 NOTE 1 Z means zinc, ZA means zinc/aluminium, AZ means aluminium/zinc. NOTE 2 The figures give the total coating weight in g/m2.
4.5 Dimensions and tolerances 4.5.1 General No individual measurement shall lie outside the stated tolerances. 4.5.2 Thickness The nominal thickness and tolerance shall be stated by the producer of the section. The thickness of metal shall be measured as described in 5.2.3.1 and compared with the nominal thickness.
4.5.3 Length of section The nominal length of the section shall be stated by the producer.
The length shall be measured as described in 5.2.3.2 and compared with the nominal length. The tolerances shall conform to Table 2. Table 2 — Tolerance for length Length in mm Tolerance in mm Up to 3 000 ± 3 Between 3 000 and 5 000 ± 4 Over 5 000 ± 5
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