SIST EN 14195:2015

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Zubehör für Unterkonstruktionen aus Metall von Gipsplatten-Systemen - Begriffe, Anforderungen und PrüfverfahrenÉléments d'ossature métalliques pour systèmes en plaques de plâtre - Définitions, exigences et méthodes d'essaiMetal framing components for gypsum board systems - Definitions, requirements and test methods91.100.10Cement. Mavec. Apno. MaltaCement. Gypsum. Lime. Mortar77.140.70Jekleni profiliSteel profilesICS:Ta slovenski standard je istoveten z:EN 14195:2014SIST EN 14195:2015en,fr,de01-februar-2015SIST EN 14195:2015SLOVENSKI
STANDARDSIST EN 14195:2005/AC:2006SIST EN 14195:20051DGRPHãþD



SIST EN 14195:2015



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 14195
December 2014 ICS 77.140.70; 91.100.10 Supersedes EN 14195:2005English Version
Metal framing components for gypsum board systems - Definitions, requirements and test methods
Éléments d'ossature métalliques pour systèmes en plaques de plâtre - Définitions, spécifications et méthodes d'essai
Metall-Unterkonstruktionsbauteile für Gipsplatten-Systeme -Begriffe, Anforderungen und Prüfverfahren This European Standard was approved by CEN on 16 August 2014.
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-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 Management 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, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2014 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 14195:2014 ESIST EN 14195:2015



EN 14195:2014 (E) 2 Contents Page Foreword .4 1 Scope .5 2 Normative references .5 3 Terms and definitions .5 3.1 General terms .5 3.2 Symbols and abbreviations .6 4 Requirements .7 4.1 Reaction to fire .7 4.2 Flexural tensile strength (expressed as yield strength) .7 4.3 Dangerous substances .7 4.4 Materials .7 4.5 Dimensions and tolerances .8 4.5.1 General .8 4.5.2 Metal profiles .8 4.5.3 Suspension components .9 4.6 Mechanical properties . 10 4.6.1 Calculation of section properties . 10 4.6.2 Loadbearing capacity of suspension components . 10 4.6.3 Impact resistance. 10 5 Test methods . 10 5.1 Measurement of dimensions of metal profiles . 10 5.1.1 Sampling . 10 5.1.2 Principle . 10 5.1.3 Apparatus . 10 5.1.4 Procedure . 11 5.2 Determination of mechanical strength of metal suspension components. 13 5.2.1 General . 13 5.2.2 Static test . 17 5.2.3 Assessment of test results (static test) . 17 5.2.4 Acceptance factor k1 . 18 6 Assessment and verification of constancy of performance - AVCP . 18 6.1 General . 18 6.2 Type testing . 18 6.2.1 General . 18 6.2.2 Determination of the product type . 19 6.2.3 Further type testing . 19 6.3 Factory production control (FPC) . 19 6.3.1 General . 19 6.3.2 Personnel . 19 6.3.3 Equipment . 20 6.3.4 Raw materials and components . 20 6.3.5 Product testing and evaluation . 20 6.3.6 Traceability and marking . 20 6.3.7 Non-complying products . 20 6.3.8 Corrective action. 20 6.3.9 Other test methods . 20 SIST EN 14195:2015



EN 14195:2014 (E) 3 7 Designation . 21 8 Marking, labelling and packaging . 21 Annex A (informative)
Sampling procedure for testing . 22 A.1 General . 22 A.2 Sampling procedure . 22 A.2.1 General . 22 A.2.2 Random sampling . 22 A.2.3 Representative sampling . 22 A.2.4 Sampling from a stack . 22 A.2.4.1 General . 22 A.2.4.2 Sampling from a consignment formed of banded packs . 23 Annex B (normative)
Calculation of section properties . 24 B.1 Scope . 24 B.2 Principles. 24 B.3 Example of calculation . 24 B.3.1 Symbols . 24 B.3.2 Profile and calculation . 25 Annex C (informative)
Designation of cross section . 26 Annex D (informative)
Examples of hangers and connectors . 28 Annex E (normative)
Suspension component – Functional test . 31 Annex F (normative)
Mounting and fixing in the test according to EN 13823 (SBI test). 33 F.1 General applications . 33 Annex ZA (informative)
Clauses of this European Standard addressing provisions of the EU Construction Products Regulation . 36 ZA.1 Scope and relevant characteristics . 36 ZA.2 Procedure for AVCP of metal framing components for gypsum board systems . 37 ZA.2.1 Systems of AVCP . 37 ZA.2.2 Declaration of performance (DoP) . 39 ZA.2.2.1 General . 39 ZA.2.2.2 Content. 39 ZA.2.2.3 Example of DoP . 40 ZA.3 CE marking and labelling. 42 Bibliography . 45
SIST EN 14195:2015



EN 14195:2014 (E) 4 Foreword This document (EN 14195:2014) has been prepared by Technical Committee CEN/TC 241 “Gypsum and gypsum based products”, the secretariat of which is held by AFNOR. 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 June 2015, and conflicting national standards shall be withdrawn at the latest by September 2016. Attention is drawn to the possibility that some of the elements 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. This document supersedes EN 14195:2005. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of Regulation (EU) No. 305/2011. For relationship with Regulation (EU) No. 305/2011, see informative Annex ZA, which is an integral part of this document. The main technical changes that have been made in this new edition of EN 14195 are the following: a) Normative references have been updated; b) Clause 1, Scope, has been enlarged to include profiles, hangers and connectors and boards according to EN 520, EN 14190, EN 15283-1 and EN 15283-2; c) Annex ZA and Clause 6 have been revised to be in line with the Construction Products Regulation (CPR); d) document has been editorially revised. According to the CEN-CENELEC Internal Regulations, the national standards organizations 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, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. SIST EN 14195:2015



EN 14195:2014 (E) 5 1 Scope This European Standard specifies the characteristics of metal framing components (e.g. profiles, hangers and connectors) intended to be used in building construction works in conjunction with gypsum boards manufactured according to EN 520, EN 15283-1 and EN 15283-2 and gypsum board products from reprocessing conforming to EN 14190 where the assembly is non-loadbearing. Such assemblies include, for example, partitions, wall and ceiling linings, ceilings with mechanically fixed boards and the cladding of beams, columns, ducts and shafts. It covers the following performance characteristics: reaction to fire, flexural (yield) strength and loadbearing capacity of suspension components to be measured according to the relevant test methods as specified or cited in this European Standard. 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 any amendments) applies. EN 10132 (all parts), Cold-rolled narrow steel strip for heat-treatment EN 10244-2, Steel wire and wire products - Non-ferrous metallic coatings on steel wire - Part 2: Zinc or zinc alloy coatings EN 10346, Continuously hot-dip coated steel flat products - 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 EN 13964:2014, Suspended ceilings - Requirements and test methods EN ISO 6892-1, Metallic materials - Tensile testing - Part 1: Method of test at room temperature (ISO 6892-1) EN ISO 9227, Corrosion tests in artificial atmospheres - Salt spray tests (ISO 9227) EN ISO 16120-2, Non-alloy steel wire rod for conversion to wire - Part 2: Specific requirements for general-purpose wire rod (ISO 16120-2) 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 General terms 3.1.1 non-loadbearing element element which does not transfer vertical forces and whose contribution to the stability of the building is not taken into account SIST EN 14195:2015



EN 14195:2014 (E) 6 3.1.2 metal section corrosion protected steel member, cold rolled to form profiles Note 1 to entry:
See examples in Annex C. 3.1.3 nominal thickness thickness of steel stated by the manufacturer of the metal section including metallic surface coating 3.1.4 core thickness thickness of steel excluding surface coating 3.1.5 flange part of section to which gypsum board is usually attached, depending upon the position of the section Note 1 to entry:
See Figure 6. 3.1.6 web central and connecting part of section between flanges of a stud and channel section Note 1 to entry: See Table C.1. Note 2 to entry:
Some sections have no web, e.g. L. 3.1.7 nominal width/depth width and depth of sections stated by the manufacturer 3.1.8 bend curvature to impart shape and/or strength, for example, between flange and web Note 1 to entry: See Figures 3, 4, and 5. 3.1.9 hanger component connecting the metal sections to the loadbearing main structure Note 1 to entry: See Annex D. Note 2 to entry: Hangers are designated by H. 3.1.10 connector components connecting metal section to metal section Note 1 to entry: See Annex D. Note 2 to entry: Connectors are designated by N. 3.2 Symbols and abbreviations For the purpose of simplification in product marking and performance information characteristics may be identified through the symbols and abbreviations given in Table 1. SIST EN 14195:2015



EN 14195:2014 (E) 7 Table 1 — Symbols and abbreviations Requirement Sub-clause Symbol or abbreviation Reaction to fire 4.1 R2F Yield strength 4.2 1 Loadbearing capacity of suspension components 4.6.2 L Dangerous substances 4.3 DS 4 Requirements 4.1 Reaction to fire When the intended use of metal components is for situations in building construction works where there is a risk of exposure to fire, metal components shall be classified A1 according to Commission Decision 96/603/EC, as amended, without the need of testing if they contain less than 1 % organic material by weight or volume (whichever is the more onerous). For the purpose of classification in classes other than class A1, the metal components shall be tested and classified in accordance with EN 13501-1 using mounting and fixing defined in Annex F. 4.2 Flexural tensile strength (expressed as yield strength) The manufacturer shall declare the yield strength of the hot dip coated steel strip to EN 10346, tested in accordance with EN ISO 6892-1 or other equivalent method. The yield strength shall be at least 140 N/mm2. If necessary, the design value of the section shall be calculated in accordance with 4.6. 4.3 Dangerous substances National regulations on dangerous substances may require verification and declaration on release, and sometimes content, when construction products covered by this standard are placed on those markets. In the absence of European harmonized test methods, verification and declaration on release/content should be done taking into account national provisions in the place of use. NOTE An informative database covering European and national provisions on dangerous substances is available at the Construction website on EUROPA accessed through: http://ec.europa.eu/enterprise/construction/cpd-ds/ The corrosion protection coating shall not contain hexavalent chromium [Cr (VI)]. 4.4 Materials Metal framing components shall be manufactured from mild steel strip having a protective coating conforming to EN 10346 or EN 10132. For suspension wires EN ISO 16120-2 and EN 10244-2 are relevant. For spring steel EN 10132 applies. The protective coating shall conform or be equivalent to one of the classes given in Table 2. The equivalence shall be proved by salt spray test according to EN ISO 9227 until the first appearance of red rust. SIST EN 14195:2015



EN 14195:2014 (E) 8 Table 2 — Classes of protective coating Class Reference standard Z275 EN 10346 Z140 Z100 ZA130 ZA095 AZ150 AZ100 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 Metal profiles 4.5.2.1 Thickness The nominal thickness and tolerance shall be stated by the manufacturer of the section. The thickness of metal shall be measured as described in 5.1.4.1 and compared with the nominal thickness. 4.5.2.2 Length of section The nominal length of the section shall be stated by the manufacturer. The length shall be measured as described in 5.1.4.2 and compared with the nominal length. The tolerances shall conform to Table 3. Table 3 — 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 4.5.2.3 Width of section The nominal width of the section shall be stated by the manufacturer. The width shall be measured as described in 5.1.4.5 and compared with the nominal width. The tolerance shall be ± 0,5 mm. SIST EN 14195:2015



EN 14195:2014 (E) 9 4.5.2.4 Cut-out/opening In certain sections the size and the position of cut-outs/openings may be important and shall be declared by the manufacturer. 4.5.2.5 Widths of flange The nominal width of the flange shall be stated by the manufacturer. The widths of the flange shall be measured as described in 5.1.4.6 and compared with the nominal width of the flange. The tolerances shall conform to Table 4. Table 4 — Flange width tolerance Flange Tolerance in mm Flange between two bends ±0,5 Flanges between bend an cut edge ±1,0 4.5.2.6 Angular dimension The design angle dimension between the web and the flange shall be stated by the manufacturer of the section. The angular dimensions shall be measured in accordance with 5.1.4.3 and compared with the nominal angle. The deviation shall not exceed ± 2° (see Figure 1).
Figure 1 — Angular dimension 4.5.2.7 Straightness of the section The straightness of the section shall be measured in accordance with 5.1.4.4 and shall not deviate from the flat surface by more than L/400 (where L is the nominal length in mm). 4.5.2.8 Twist of section The maximum twist of the section shall be measured in accordance with 5.1.4.7. If h is the gap and W is the nominal width of the section (see Figure 7), the relation h/W shall not exceed 0,1. 4.5.3 Suspension components When applicable, nominal dimensions and tolerances shall be stated by the manufacturer. SIST EN 14195:2015



EN 14195:2014 (E) 10 4.6 Mechanical properties 4.6.1 Calculation of section properties Where users find it necessary or are required to predict the performance of the installed section, this can be undertaken by calculation using, as a basis, the mechanical properties of the metal framing component. In order to ensure that this can be done manufacturers shall provide the necessary material properties and, where required, the calculation shall be made in accordance with the methods/principles given in Annex B. 4.6.2 Loadbearing capacity of suspension components When tested according to 5.2 suspension components shall comply with the following loadbearing capacity classes in Table 5. Table 5 — Load bearing capacity classes
= 3
= 2,5 Admissible F (N) L 150 a L 150 b ≥ 150 L 250 a L 250 b ≥ 250 L 400 a L 400 b ≥ 400 L X00 a L X00 b ≥ 500a a X ≥ 5, admissible load to be declared by the producer. When the intended use of a suspension component (e.g. hanger, connector) is in a suspended ceiling exposed to wind load, the suspension component shall pass functional tests carried out according to Annex E. 4.6.3 Impact resistance For impact resistance EN 13964:2014, 4.3.6 and Annex D, is relevant. 5 Test methods 5.1 Measurement of dimensions of metal profiles 5.1.1 Sampling Three sections of each type, thickness and profile shall be tested. 5.1.2 Principle Thickness, length, angular dimensions, straightness, twist, section width and flange width shall be measured. 5.1.3 Apparatus a) A continuously flat surface capable of taking the longest section having a level of L/1000. b) A micrometer permitting a reading to 0,01 mm. c) A metal rule permitting a reading to 1 mm. SIST EN 14195:2015



EN 14195:2014 (E) 11 d) A metal tape measure permitting a reading to 1 mm. e) A protractor with revolving arm permitting a reading to 1° (see Figure 2). f) A slide calliper permitting a reading to 0,1 mm. g) Hand vice or weight. 5.1.4 Procedure 5.1.4.1 Thickness Measure the thickness with the micrometer in three separate positions on a representative surface area free from profile and any distortions from cutting. Record the results for thickness to the nearest 0,01 mm. 5.1.4.2 Length Place the specimen on the flat surface and measure the length along the web using the metal tape measure. Record the results for length to the nearest 1 mm. 5.1.4.3 Angular dimension Place the base of the protractor on one surface ensuring that it is in direct contact with the plane of the surface and registers it correctly. Move the protractor close to the angle and rotate the arm until it is in firm contact with the adjacent flange. Read off the angle shown on the protractor (see Figure 2). Record the results for angular dimension to the nearest degree.
Figure 2 — Revolving arm protractor for accurate measurement of angles 5.1.4.4 Straightness Place the specimen on the flat surface and use the metal rule to measure the maximum deviation from the plane of the flat surface. Rotate the specimen through 90° about its longitudinal axis and repeat the measurement. Record the results for straightness to the nearest 1,0 mm. SIST EN 14195:2015



EN 14195:2014 (E) 12 5.1.4.5 Web width of section Place the specimen on the flat surface with the web uppermost. Select three positions not closer than 150 mm from the end of the section. Using the slide calliper measure the specimen on the outside in the position shown in the diagram (see Figures 3, 4 and 5). The measurements shall be taken as close to the bends as possible. Record the results for width to the nearest 0,1 mm.
Key
point where measurement is to be taken Figure 3 — C – Section
Key
point where measurement is to be taken Figure 4 — U - Section
Key a to eliminate the effect of the curve, measurements shall be taken at the point where the prolongations of the web and the edge meet Figure 5 — Measurement with bends SIST EN 14195:2015



EN 14195:2014 (E) 13 5.1.4.6 Width of flange Place the specimen on the flat surface, with the flange to be measured uppermost. Measure the flange using the slide calliper in three positions not closer than 150 mm from the ends of the section (see Figure 6). Record the results for width to the nearest 0,1 mm.
Key a measuring width of flange between two bends b measuring width of flange between bend and cut edge Figure 6 — Width of flange 5.1.4.7 Measurement of twist of section Place the specimen on the flat surface, web down. Press the end against the surface, using the hand vice or weight, in such a way that there is full contact between the web and the surface. At a distance 2 500 mm from the secured end of the specimen, measure the gap h using the metal rule (see Figure 7). When the length of the section is less than 2 500 mm the gap should be measured at the end of the section and calculated proportionately to an equiva
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