DIN EN 14195-2015 Metal framing components for gypsum board systems - Definitions requirements and test methods German version EN 14195 2014《石膏板系统用金属框架部件 定义 要求和试验方法 德文版本EN 14195-20.pdf

1、March 2015 Translation by DIN-Sprachendienst.English price group 18No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS

2、77.140.70; 91.100.10!%A*e“2300766www.din.deDDIN EN 14195Metal framing components for gypsum board systems Definitions, requirements and test methods;English version EN 14195:2014,English translation of DIN EN 14195:2015-03Metall-Unterkonstruktionsbauteile fr Gipsplatten-Systeme Begriffe, Anforderung

3、en und Prfverfahren;Englische Fassung EN 14195:2014,Englische bersetzung von DIN EN 14195:2015-03lments dossature mtalliques pour systmes en plaques de pltre Dfinitions, spcifications et mthodes dessai;Version anglaise EN 14195:2014,Traduction anglaise de DIN EN 14195:2015-03SupersedesDIN EN 14195:2

4、005-05 andDIN EN 14195 Corrigendum1:2006-11See start of applicationwww.beuth.deDocument comprises 47 pagesIn case of doubt, the German-language original shall be considered authoritative.02.15DIN EN 14195:2015-03 2 A comma is used as the decimal marker. Start of application The start of application

5、of this standard is 2015-03-01. It should be noted that, in Germany, CE conformity marking of construction products will be permitted once this standard has been listed in the Official Journal of the European Union and/or the Bundesanzeiger (German Federal Gazette) and from the date given therein. F

6、or further information, users of this standard should refer to the websites of the European Commission or of the relevant building authority. The standards which this document replaces, DIN EN 14195:2005-05 and DIN EN 14195 Corrigendum 1:2006-11, may be used in parallel with this standard during a s

7、pecified transition period where such has been laid down in the Official Journal of the European Union and/or the Bundesanzeiger (German Federal Gazette). National foreword This document (EN 14195:2014) has been prepared by Technical Committee CEN/TC 241 “Gypsum and gypsum based products” (Secretari

8、at: AFNOR, France). The responsible German body involved in its preparation was the DIN-Normenausschuss Bauwesen (DIN Standards Committee Building and Civil Engineering), Working Committee NA 005-09-10 AA Gips und Gipsprodukte (SpA zu CEN/TC 241). Amendments This standard differs from DIN EN 14195:2

9、005-05 and DIN EN 14195 Corrigendum 1:2006-11 as follows: a) normative references have been updated; b) Clause 1 “Scope” has been extended to include profiles, hangers, 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

10、 line with the EU Construction Products Regulation (CPR); d) the standard has been editorially revised. Previous editions DIN 18182-1: 1987-01 DIN EN 14195: 2005-05 DIN EN 14195 Corrigendum 1: 2006-11 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 14195 December 2014 ICS 77.140.70; 91.100.10 S

11、upersedes EN 14195:2005English Version Metal framing components for gypsum board systems - Definitions, requirements and test methods lments dossature mtalliques pour systmes en plaques de pltre - Dfinitions, spcifications et mthodes dessai Metall-Unterkonstruktionsbauteile fr Gipsplatten-Systeme -B

12、egriffe, Anforderungen und Prfverfahren 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. U

13、p-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 tran

14、slation 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, Finla

15、nd, 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 STANDARDIZATIO

16、N COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR 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 EEN 14195:2014 (E) 2 Contents Page For

17、eword 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 tolerance

18、s 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

19、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 k. 18 6 Assessment and verifica

20、tion 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 a

21、nd 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 DIN EN 14195:2015-03 EN 14195:2014 (E) 3 7 Designation 21 8 Marking, labelling and packaging 21 Annex A (informat

22、ive) 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) Calcu

23、lation 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

24、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 characteristic

25、s . 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 DIN EN 14195:2015-03 EN

26、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 te

27、xt 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 responsi

28、ble 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 relatio

29、nship 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

30、 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

31、, 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, L

32、atvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 14195:2015-03 EN 14195:2014 (E) 5 1 Scope This European Standard specifies the characteristics of metal framing components (e.g.

33、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

34、 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 component

35、s 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

36、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 zi

37、nc 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 - Requiremen

38、ts 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 re

39、quirements 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 b

40、uilding is not taken into account DIN EN 14195:2015-03 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

41、 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 flang

42、es 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 en

43、try: 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

44、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. DIN EN 14195:2015-03 EN 14195:2014 (E) 7 Table 1 Symbols

45、and abbreviations Requirement Sub-clause Symbol or abbreviation Reaction to fire 4.1 R2F Yield strength 4.2 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 co

46、nstruction 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

47、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 d

48、ip 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

49、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/constructio