DIN EN 13381-8-2013 Test methods for determining the contribution to the fire resistance of structural members - Part 8 Applied reactive protection to steel members German version .pdf

1、August 2013 Translation by DIN-Sprachendienst.English price group 26No 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、 13.220.50!%(6“2051995www.din.deDDIN EN 13381-8Test methods for determining the contribution to the fire resistance ofstructural members Part 8: Applied reactive protection to steel members;English version EN 13381-8:2013,English translation of DIN EN 13381-8:2013-08Prfverfahren zur Bestimmung des B

3、eitrages zum Feuerwiderstand von tragendenBauteilen Teil 8: Reaktive Ummantelung von Stahlbauteilen;Englische Fassung EN 13381-8:2013,Englische bersetzung von DIN EN 13381-8:2013-08Mthodes dessai pour dterminer la contribution la rsistance au feu des lments deconstruction Partie 8: Protection ractiv

4、e applique aux lments en acier;Version anglaise EN 13381-8:2013,Traduction anglaise de DIN EN 13381-8:2013-08SupersedesDIN EN 13381-8:2010-09www.beuth.deDocument comprises 78 pagesIn case of doubt, the German-language original shall be considered authoritative.07.13 DIN EN 13381-8:2013-08 2 A comma

5、is used as the decimal marker. National foreword This document (EN 13381-8:2013) has been prepared by Technical Committee CEN/TC 127 “Fire safety in buildings” (Secretariat: BSI, United Kingdom). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and C

6、ivil Engineering Standards Committee), Working Committee NA 005-52-02 AA Brandverhalten von Baustoffen und Bauteilen Bauteile. Amendments This standard differs from DIN EN 13381-8:2010-09 as follows: a) normative references have been updated; b) a change has been made to the test method to introduce

7、 measures allowing loaded beams to reach a deflection of L/30; c) in addition, the graphical assessment method now includes a point to point method of constructing lines and a new virtual data point related to furnace temperature. d) Annex G has been deleted; e) the figures have been editorially rev

8、ised. Previous editions DIN V ENV 13381-4: 2003-09 DIN EN 13381-8: 2010-09 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13381-8 May 2013 ICS 13.220.50 Supersedes EN 13381-8:2010English Version Test methods for determining the contribution to the fire resistance of structural members - Part 8

9、: Applied reactive protection to steel members Mthodes dessai pour dterminer la contribution la rsistance au feu des lments de construction - Partie 8 : Protection ractive applique aux lments en acier Prfverfahren zur Bestimmung des Beitrages zum Feuerwiderstand von tragenden Bauteilen - Teil 8: Rea

10、ktive Ummantelung von Stahlbauteilen This European Standard was approved by CEN on 10 February 2013. 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

11、-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 trans

12、lation 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, Finlan

13、d, 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

14、 COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13381-8:2013: EContents Page Foreword . 4 1 Scope 6 2 Normativ

15、e references. 6 3 Terms and definitions, symbols and units 7 3.1 Terms and definitions 7 3.2 Symbols and units . 9 4 Test equipment 11 4.1 General . 11 4.2 Furnace. 11 4.3 Loading equipment 11 5 Test conditions 11 5.1 General . 11 5.2 Support and loading conditions 11 5.3 Loading. 12 6 Test specimen

16、s 12 6.1 General . 12 6.2 Size of test specimens . 13 6.3 Construction of steel test specimens . 14 6.4 Composition of steel sections . 15 6.5 Properties of fire protection materials 15 6.6 Selection of test specimens 16 7 Installation of the test specimens . 21 7.1 Loaded beam 21 7.2 Unloaded beams

17、 22 7.3 Loaded columns 22 7.4 Unloaded columns . 22 7.5 Test specimen installation patterns 22 7.6 Furnace load 23 8 Conditioning of the test specimens 23 9 Application of instrumentation 23 9.1 General . 23 9.2 Instrumentation for measurement and control of furnace temperature 23 9.3 Instrumentatio

18、n for measurement of steel temperatures . 24 9.4 Instrumentation for the measurement of pressure . 25 9.5 Instrumentation for the measurement of deformation . 25 9.6 Instrumentation for the measurement of load 25 10 Test procedure . 26 10.1 General . 26 10.2 Furnace temperature and pressure . 26 10.

19、3 Application and control of load . 26 10.4 Temperature of steelwork 26 10.5 Deflection . 27 10.6 Observations 27 10.7 Termination of test . 27 11 Test results. 27 11.1 Acceptability of test results . 27 DIN EN 13381-8:2013-08 EN 13381-8:2013 (E) 211.2 Presentation of test results . 28 12 Test repor

20、t 29 13 Assessment 29 13.1 General . 29 13.2 Temperature data . 30 13.3 Correction for discrepancy in stickability and insulation performance over the thickness range tested 30 13.4 Assessment procedures for thermal performance . 30 13.5 Acceptability of the assessment method used and the resulting

21、analysis criteria for acceptability . 30 14 Report of the assessment 31 15 Limits of the applicability of the results of the assessment 32 Annex A (normative) Test method to the smouldering fire (slow heating curve) 49 A.1 Introduction 49 A.2 Test equipment 49 A.3 Test specimens 49 A.4 Termination o

22、f test . 50 A.5 Evaluation of the results 50 Annex B (normative) Measurement of properties of fire protection materials . 51 B.1 Introduction 51 B.2 Thickness of fire protection materials 51 B.3 Identification 52 Annex C (normative) Fixing of thermocouples to steel work and routing of cables . 53 C.

23、1 Introduction 53 C.2 Types of thermocouples 53 C.3 Fixing of thermocouples 53 C.4 Routing of thermocouple wires . 53 C.5 Connection of thermocouples . 54 C.6 Thermocouple failures . 54 Annex D (normative) Correction of data/Nominal thickness 55 D.1 Correction of data 55 D.2 Nominal thickness - Grap

24、hical method . 58 Annex E (normative) Methods of assessment of fire protection system performance . 59 E.1 General . 59 E.2 Graphical Approach . 59 E.3 Differential formula analysis (variable approach) methodology . 65 E.4 Differential formula analysis (constant approach) methodology 70 E.5 Numerica

25、l regression analysis 71 Annex F (normative) Tables of section sizes . 74 Bibliography . 76 DIN EN 13381-8:2013-08 EN 13381-8:2013 (E) 3 Foreword This document (EN 13381-8:2013) has been prepared by Technical Committee CEN/TC 127 “Fire safety in buildings”, the secretariat of which is held by BSI. T

26、his 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 November 2013, and conflicting national standards shall be withdrawn at the latest by November 2013. Attention is drawn to the possibility that some

27、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 13381-8:2010. This document has been prepared under a mandate given to CEN by the European Commission and

28、the European Free Trade Association. With respect to the previous version, the following changes have been made: A change has been made to the test method to introduce of a means allowing loaded beams to reach a deflection of L/30. In addition the graphical assessment method now includes a point to

29、point method of constructing lines and a new virtual data point related to furnace temperature. This document is compatible with EN 13381-4 and specifically deals with the testing and assessment of reactive coatings designed to protect structural steel. This document is part of the EN 13381 series w

30、ith the general title Test methods for determining the contribution to the fire resistance of structural members. Other parts of this series are: Part 1: Horizontal protective membranes; Part 2: Vertical protective membranes; Part 3: Applied protection to concrete members; Part 4: Applied passive pr

31、otection to steel members; Part 5: Applied protection to concrete/profiled sheet steel composite members; Part 6: Applied protection to concrete filled hollow steel columns; Part 7: Applied protection to timber members; Part 8: Applied reactive protection to steel members (the present document). Cau

32、tion The attention of all persons concerned with managing and carrying out this fire resistance test, is drawn to the fact that fire testing can be hazardous and that there is a possibility that toxic and/or harmful smoke and gases can be evolved during the test. Mechanical and DIN EN 13381-8:2013-0

33、8 EN 13381-8:2013 (E) 4operational 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 should be made and safety precautions should be identified and provided. Writt

34、en safety instructions should be issued. Appropriate training should be given to relevant personnel. Laboratory personnel should ensure that they follow written safety instructions at all times. The specific health and safety instructions contained within this standard should be followed. According

35、to the CEN-CENELEC Internal Regulations, the national standards organisations 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, Gree

36、ce, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 13381-8:2013-08 EN 13381-8:2013 (E) 5 1 Scope This European Standard specifies a test meth

37、od for determining the contribution made by applied reactive fire protection systems to the fire resistance of structural steel members, which can be used as beams or columns. It considers only sections without openings in the web. It is not directly applicable to structural tension members without

38、further evaluation. Results from analysis of I or H -sections are directly applicable to angles, channels and T-sections for the same section factor, whether used as individual elements or as bracing. This standard does not apply to solid bar or rod. It covers fire protection systems that involve on

39、ly reactive materials and not to passive fire protection materials as defined in this document. The evaluation is designed to cover a range of thicknesses of the applied fire protection material, a range of steel sections, characterised by their section factors, a range of design temperatures and a

40、range of valid fire protection classification periods. This European Standard contains the fire test procedures, which specifies the tests which should be carried out to determine the ability of the fire protection system to remain coherent and attached to the steelwork, and to provide data on the t

41、hermal characteristics of the fire protection system, when exposed to the standard temperature/time curve specified in EN 1363-1. In special circumstances, where specified in National Building Regulations, there can be a need to subject reactive protection material to a smouldering curve; the test f

42、or this and the special circumstances for its use are described 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 steel structural members in accordance with the procedures giv

43、en in EN 1993-1-2 and EN 1994-1-2. This European Standard also contains the assessment, which prescribes how the analysis of the test data shall be made and gives guidance on the procedures by which interpolation should be undertaken. The assessment procedure is used to establish: a) on the basis of

44、 temperature data derived from testing loaded and unloaded sections, a correction factor and any practical constraints on the use of the fire protection system under fire test conditions, (the physical performance); b) on the basis of the temperature data derived from testing short steel sections, t

45、he thermal properties of the fire protection system, (the thermal performance). The limits of applicability of the results of the assessment arising from the fire test are defined, together with permitted direct application of the results, to different steel sections and grades and to the fire prote

46、ction system. The results of the test and assessment obtained according to this standard are directly applicable to steel sections of I and H cross sectional shape and hollow sections. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document an

47、d 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 1363-1, Fire resistance tests Part 1: General requirements DIN EN 13381-8:2013-08 EN 13381-8:201

48、3 (E) 6EN 1363-2, Fire resistance tests Part 2: Alternative and additional procedures EN 1365-3, Fire resistance tests for loadbearing elements Part 3: Beams EN 1365-4, Fire resistance tests for loadbearing elements Part 4: Columns EN 1993-1-1, Eurocode 3: Design of steel structures Part 1-1: General rules and rules for buildings EN 1993-1