EN 13381-5-2014 en Test methods for determining the contribution to the fire resistance of structural members - Part 5 Applied protection to concrete profiled sheet steel composite.pdf

1、BSI Standards PublicationBS EN 13381-5:2014Test methods for determiningthe contribution to thefire resistance of structuralmembersPart 5: Applied protection to concrete/profiled sheet steel composite memberBS EN 13381-5:2014 BRITISH STANDARDNational forewordThis British Standard is the UK implementa

2、tion of EN 13381-5:2014.It supersedes DD ENV 13381-5:2002 which is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee FSH/22/-/12, Fire resistance tests For Protection Systems.A list of organizations represented on this committee can beobtained on request to its se

3、cretary.This publication does not purport to include all the necessaryprovisions of a contract. Users are responsible for its correctapplication. The British Standards Institution 2014. Published by BSI StandardsLimited 2014ISBN 978 0 580 76923 8ICS 13.220.50; 91.080.01Compliance with a British Stan

4、dard cannot confer immunity fromlegal obligations.This British Standard was published under the authority of theStandards Policy and Strategy Committee on 30 November 2014.Amendments issued since publicationDate Text affectedBS EN 13381-5:2014EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1338

5、1-5 November 2014 ICS 13.220.50; 91.080.01 Supersedes ENV 13381-5:2002English Version Test methods for determining the contribution to the fire resistance of structural members - Part 5: Applied protection to concrete/profiled sheet steel composite member Mthodes dessai pour dterminer la contributio

6、n la rsistance au feu des lments de construction - Partie 5 : Protection applique aux dalles mixtes bton/tle dacier profile Prfverfahren zur Bestimmung des Beitrages zum Feuerwiderstand von tragenden Bauteilen - Teil 5: Brandschutzmanahmen fr profilierte Stahlblech/Beton-Verbundkonstruktionen This E

7、uropean Standard was approved by CEN on 13 September 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 referen

8、ces 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 m

9、ember 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,

10、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 COMIT EUROPEN DE NORMALISATION EUROPISCHE

11、S 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 13381-5:2014 EBS EN 13381-5:2014EN 13381-5:2014 (E) 2 Contents Page Foreword 4 1 Scope 5 2 N

12、ormative references 5 3 Terms and definitions, symbols and units 6 3.1 Terms and definitions .6 3.2 Symbols and units .8 4 Test equipment 9 4.1 General 9 4.2 Furnace .9 4.3 Loading equipment 9 5 Test conditions 9 5.1 General 9 5.2 Support and restraint conditions 10 5.3 Loading conditions . 10 6 Tes

13、t specimens . 10 6.1 Number of test specimens . 10 6.2 Size of test specimens . 11 6.3 Construction of test specimens 11 6.4 Composition of test specimen component materials . 13 6.5 Properties of test materials . 14 6.6 Verification of the test specimen 15 7 Installation of the test construction 15

14、 8 Conditioning of the test construction. 15 9 Application of instrumentation 16 9.1 General . 16 9.2 Instrumentation for measurement of furnace temperature 16 9.3 Instrumentation for measurement of test specimen temperature . 16 9.4 Instrumentation for measurement of pressure 17 9.5 Instrumentation

15、 for measurement of deformation 17 9.6 Instrumentation for measurement of applied load 17 10 Test procedure 17 10.1 General . 17 10.2 Furnace temperature and pressure 17 10.3 Application and control of load . 17 10.4 Temperature of test specimen . 17 10.5 Deformation . 18 10.6 Observations . 18 10.7

16、 Termination of test 18 11 Test results 18 11.1 Acceptability of test results . 18 11.2 Presentation of test results . 19 12 Test report . 19 13 Assessment . 20 BS EN 13381-5:2014EN 13381-5:2014 (E) 3 13.1 General . 20 13.2 Profiled steel sheet temperature 21 13.3 Equivalent thickness of concrete 21

17、 13.4 Limiting exposure time . 22 13.5 Insulation 22 14 Report of the assessment 22 15 Limits of applicability of the results of the assessment . 23 16 Additional limits of applicability of the results of the assessment for suspended ceilings used as protection system . 25 16.1 Height of the cavity

18、. 25 16.2 Exposed width of test specimen 25 16.3 Properties of the horizontal protective membrane 25 16.4 Size of panels within the horizontal protective membrane . 25 16.5 Fixtures and fittings 25 16.6 Gaps between grid members and test frame or walls . 25 Annex A (normative) Test method to the smo

19、uldering fire or slow heating curve 32 A.1 General . 32 A.2 Test conditions 32 A.3 Termination of the test 32 A.4 Evaluation of the results . 33 Annex B (normative) Measurement of properties of fire protection materials . 35 B.1 General . 35 B.2 Thickness of fire protection materials 35 B.3 Density

20、of applied fire protection materials . 36 B.4 Moisture content of applied fire protection materials . 36 Bibliography 38 BS EN 13381-5:2014EN 13381-5:2014 (E) 4 Foreword This document (EN 13381-5:2014) has been prepared by Technical Committee CEN/TC 127 “Fire safety in buildings”, the secretariat of

21、 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 May 2015 and conflicting national standards shall be withdrawn at the latest by May 2015. Attention is drawn to the possibili

22、ty 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 ENV 13381-5:2002. In comparison with the previous edition, the entire document has been revised.

23、 This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association. This European Standard is one of a series of standards for evaluating the contribution to the fire resistance of structural members by applied fire protection materials.

24、Other parts of this standard are: Part 1: Horizontal protective membranes; Part 2: Vertical protective membranes; Part 3: Applied protection to concrete members; Part 4: Applied passive protection products to steel members; Part 6: Applied protection to concrete filled hollow steel columns; Part 7:

25、Applied protection to timber members; Part 8: Applied reactive protection to steel members. Caution The attention of all persons concerned with managing and carrying out this fire resistance test, is drawn to fact that fire testing can be hazardous and that there is a possibility that toxic and/or h

26、armful smoke and gases can be evolved during the test. Mechanical and operational hazards can also arise during the construction of test elements or structures, their testing and the disposal of test residues. An assessment of all potential hazards and risks to health will be made and safety precaut

27、ions will be identified and provided. Written safety instructions will be issued. Appropriate training will be given to relevant personnel. Laboratory personnel will ensure that they follow written safety instructions at all times. The specific health and safety instructions contained within this st

28、andard will be followed. 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

29、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. BS EN 13381-5:2014EN 13381-5:2014 (E) 5 1 Scope This European

30、Standard specifies a test method for determining the contribution of fire protection systems to the fire resistance of structural concrete/profiled sheet steel composite members or slabs. The concrete can be lightweight, normal-weight or heavy-weight concrete and of strength classes 20/25 (LC/C/HC)

31、to 50/60 (LC/C/HC). The test method and its assessment procedure are designed to permit direct application of the results to cover a range of thicknesses of the applied fire protection material. The test method is applicable to all fire protection materials used for the protection of concrete/steel

32、composite members or slab and includes sprayed materials, coatings, cladding protection systems and multi-layer or composite fire protection materials, with or without a cavity between the fire protection material and the concrete/steel composite members or slab. This European Standard contains the

33、fire test which specifies the tests which will be carried out to determine the ability of the fire protection system to remain coherent and fixed to the composite member and to provide data on the temperatures of the steel sheet, throughout the depth of the concrete (for extended application purpose

34、s) and the unexposed surface of the concrete, when exposed to the standard temperature/time curve according to the procedures defined herein. In special circumstances, where specified in national building regulations, there can be a need to subject reactive protection material to a smouldering curve

35、. The test for this and the special circumstances for its use are detailed in Annex A. The fire test methodology makes provision for the collection and presentation of data which can be used as direct input to the calculation of fire resistance of concrete/steel composite members in accordance with

36、the procedures given in EN 1994-1-2. This European Standard also contains the assessment which prescribes how the analysis of the test data needs to be made and gives guidance to the procedures by which interpolation needs to be undertaken. The limits of applicability of the results of the assessmen

37、t arising from the fire test are defined, together with permitted direct application of the results to different steel/concrete composite structures, steel types and thicknesses, concrete densities, strengths, thicknesses and production techniques over the range of thicknesses of the applied fire pr

38、otection system tested. 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 docum

39、ent (including any amendments) applies. EN 206, Concrete - Specification, performance, production and conformity EN 823, Thermal insulating products for building applications - Determination of thickness EN 1363-1, Fire resistance tests - Part 1: General Requirements EN 1363-2, Fire resistance tests

40、 - Part 2: Alternative and additional procedures EN 1992-1-1, Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings BS EN 13381-5:2014EN 13381-5:2014 (E) 6 EN 1994-1-2, Eurocode 4 - Design of composite steel and concrete structures - Part 1-2: General rules - St

41、ructural fire design EN 10346, Continuously hot-dip coated steel flat products - Technical delivery conditions EN 12467, Fibre-cement flat sheets - Product specification and test methods EN ISO 3251, Paints, varnishes and plastics - Determination of non-volatile-matter content (ISO 3251) EN ISO 1394

42、3, Fire safety - Vocabulary (ISO 13943) ISO 8421-2, Fire protection - Vocabulary - Part 2: Structural fire protection 3 Terms and definitions, symbols and units 3.1 Terms and definitions For the purposes of this document, the terms and definitions given in EN 1363-1, EN ISO 13943, ISO 8421-2, EN 206

43、 and the following apply. 3.1.1 concrete/steel composite member or slab (generally referred to as slab) element of building construction which is loadbearing and is fabricated from a profiled steel sheet lower surface and a concrete upper layer, which may contain steel reinforcing bars Note 1 to ent

44、ry: Profiled steel sheet is specified in EN 10346 and concrete according to EN 206. 3.1.2 fire protection material material or combination of materials applied directly or by means of fixing system to the surface of a concrete/steel composite slab for the purpose of increasing its fire resistance 3.

45、1.3 passive fire protection materials materials which do not change their physical form on heating, providing fire protection by virtue of their physical or thermal properties and which may include materials containing water which, on heating, evaporates to produce cooling effects 3.1.4 reactive fir

46、e protection materials materials which are specifically formulated to provide a chemical reaction upon heating such that their physical form changes and in so doing provides fire protection by thermal insulative and cooling effects 3.1.5 fire protection system fire protection material together with

47、a prescribed method of attachment to the structural concrete/steel composite slab 3.1.6 fire protection protection afforded to the concrete/steel composite slab by the fire protection system such that the temperature throughout the depth of the structural slab and upon any steel reinforcing bars wit

48、hin it is limited throughout the period of exposure to fire BS EN 13381-5:2014EN 13381-5:2014 (E) 7 3.1.7 test specimen concrete/steel composite test slab plus the fire protection system under test 3.1.8 fire protection thickness thickness of a single layer fire protection material or combined thick

49、ness of all layers of a multilayer fire protection material 3.1.9 stickability ability of a fire protection material to remain sufficiently coherent and in position for a well-defined range of deformations, and furnace and test specimen surface temperatures, such that its ability to provide fire protection is not significantly impaired 3.1.10 equivalent thickness of concrete theoretical thickness of concrete which provides the same thermal insulation for a given period of test as does the given thickness of the applied fire protection system 3.1.11 limi