EN 14195-2014 en Metal framing components for gypsum board systems - Definitions requirements and test methods《石膏板系统的金属框架组件 定义 要求及测试方法》.pdf

1、BSI Standards PublicationBS EN 14195:2014Metal framing componentsfor gypsum board systems Definitions, requirements andtest methodsBS EN 14195:2014 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 14195:2014. Itsupersedes BS EN 14195:2005 which is withdrawn.The U

2、K participation in its preparation was entrusted to TechnicalCommittee B/544, Plastering, rendering, dry lining.A list of organizations represented on this committee can beobtained on request to its secretary.This publication does not purport to include all the necessaryprovisions of a contract. Use

3、rs are responsible for its correctapplication. The British Standards Institution 2014. Published by BSI StandardsLimited 2014ISBN 978 0 580 76467 7ICS 77.140.70; 91.100.10Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Standard was published under the aut

4、hority of theStandards Policy and Strategy Committee on 31 December 2014.Amendments issued since publicationDate Text affectedBS EN 14195:2014EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 14195 December 2014 ICS 77.140.70; 91.100.10 Supersedes EN 14195:2005English Version Metal framing compon

5、ents 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 -Begriffe, Anforderungen und Prfverfahren This European Stand

6、ard 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 s

7、uch 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 o

8、wn 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,

9、 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 COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NOR

10、MUNG 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 EBS EN 14195:2014EN 14195:2014 (E) 2 Contents Page Foreword 4 1 Scope 5 2 Normative references 5

11、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

12、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.

13、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 verification of constancy of performance - AVCP . 1

14、8 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

15、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 BS EN 14195:2014EN 14195:2014 (E) 3 7 Designation 21 8 Marking, labelling and packaging 21 Annex A (informative) Sampling procedure for testing 22 A.1 Gener

16、al . 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

17、 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

18、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

19、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 BS EN 14195:2014EN 14195:2014 (E) 4 Foreword This document (EN 14195:201

20、4) 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

21、 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. Th

22、is 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 informat

23、ive 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 accordin

24、g 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 followi

25、ng 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, Nor

26、way, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 14195:2014EN 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 b

27、uilding 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 lining

28、s, 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

29、 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

30、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 st

31、eel 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 - Te

32、nsile 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 Te

33、rms 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 BS EN 14195:2014EN 14195

34、: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 ste

35、el 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

36、. 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

37、 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 abbre

38、viations For the purpose of simplification in product marking and performance information characteristics may be identified through the symbols and abbreviations given in Table 1. BS EN 14195:2014EN 14195:2014 (E) 7 Table 1 Symbols and abbreviations Requirement Sub-clause Symbol or abbreviation Reac

39、tion 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 construction works where there is a risk of exposure to fire, metal co

40、mponents 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 componen

41、ts 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

42、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

43、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 data

44、base 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 c

45、omponents 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

46、in Table 2. The equivalence shall be proved by salt spray test according to EN ISO 9227 until the first appearance of red rust. BS EN 14195:2014EN 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 m

47、eans 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 s

48、tated 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 an

49、d 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. BS EN 14195:2014EN 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 shal