BS EN 13381-1-2014 Test methods for determining the contribution to the fire resistance of structural members Horizontal protective membranes《测定结构构件耐火作用的试验方法 水平防火薄板》.pdf

《BS EN 13381-1-2014 Test methods for determining the contribution to the fire resistance of structural members Horizontal protective membranes《测定结构构件耐火作用的试验方法 水平防火薄板》.pdf》由会员分享，可在线阅读，更多相关《BS EN 13381-1-2014 Test methods for determining the contribution to the fire resistance of structural members Horizontal protective membranes《测定结构构件耐火作用的试验方法 水平防火薄板》.pdf（52页珍藏版）》请在麦多课文档分享上搜索。

1、BSI Standards PublicationBS EN 13381-1:2014Test methods for determiningthe contribution to thefire resistance of structuralmembersPart 1: Horizontal protective membranesBS EN 13381-1:2014 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 13381-1:2014.It supersedes

2、 DD CEN/TS 13381-1:2005 which is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee FSH/22/-/7, Non loadbearing separating elements.A list of organizations represented on this committee can beobtained on request to its secretary.This publication does not purport to

3、 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 76562 9ICS 13.220.50Compliance with a British Standard cannot confer immunity fromlegal obligations.This

4、British Standard was published under the authority of theStandards Policy and Strategy Committee on 30 September 2014.Amendments issued since publicationDate Text affectedBS EN 13381-1:2014EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13381-1 September 2014 ICS 13.220.50 Supersedes CEN/TS 133

5、81-1:2005English Version Test methods for determining the contribution to the fire resistance of structural members - Part 1: Horizontal protective membranes Mthodes dessai pour dterminer la contribution la rsistance au feu des lments de construction - Partie 1: Membranes de protection horizontales

6、Prfverfahren zur Bestimmung des Beitrages zum Feuerwiderstand von tragenden Bauteilen - Teil 1: Horizontal angeordnete Brandschutzbekleidungen This European Standard was approved by CEN on 25 July 2014. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the con

7、ditions 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 exis

8、ts 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 sta

9、ndards 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, S

10、lovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION 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 reser

11、ved worldwide for CEN national Members. Ref. No. EN 13381-1:2014 EBS EN 13381-1:2014EN 13381-1:2014 (E) 2 Contents Page Foreword 5 1 Scope 7 2 Normative references 7 3 Terms and definitions, symbols and units 8 3.1 Terms and definitions . 8 3.2 Symbols and units . 9 4 Test equipment 9 4.1 General 9

12、4.2 Furnace . 9 4.3 Loading equipment 9 5 Test conditions 10 5.1 General 10 5.2 Support and restraint conditions . 10 5.2.1 Standard conditions 10 5.2.2 Other support and restraint conditions . 10 5.3 Loading conditions 10 6 Test specimens 11 6.1 General 11 6.2 Fixtures and fittings 11 6.3 Horizonta

13、l protective membranes 11 6.4 Structural building members supporting horizontal protective membranes 12 6.4.1 General principles . 12 6.4.2 Standard horizontal structural building members . 12 6.5 Properties of test materials 13 6.6 Verification of the test specimen . 14 6.7 Optional and additional

14、plate thermometers within the cavity . 14 7 Installation of the test construction . 14 8 Conditioning . 14 9 Application of instrumentation 15 9.1 General 15 9.2 Instrumentation for measurement of furnace temperature . 15 9.3 Instrumentation for measurement of specimen temperature . 15 9.3.1 General

15、 15 9.3.2 Instrumentation for measuring cavity temperature . 15 9.3.3 Instrumentation for measuring surface temperatures . 15 9.3.4 Optional and supplementary instrumentation for measuring temperature . 16 9.4 Instrumentation for measurement of pressure 17 9.5 Instrumentation for measurement of defl

16、ection . 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 Temperatures of test specimen . 17 10.5 Deflection . 17 10.6 Observations 18 10.7 Termination of the tes

17、t 18 BS EN 13381-1:2014EN 13381-1:2014 (E) 3 11 Test results 18 11.1 Acceptability of test results . 18 11.2 Presentation of test results 18 12 Test report . 19 13 Assessment . 19 13.1 General . 19 13.2 Assessment of loadbearing capacity . 19 13.2.1 General . 19 13.2.2 Characteristic temperature cur

18、ve: cavity temperatures . 20 13.2.3 Characteristic temperature curve: surface temperatures (steel beams or steel/concrete slabs) 20 13.2.4 Application of method of limiting temperatures 20 13.3 Assessment of data for calculation purposes . 21 14 Report of the assessment 21 15 Limits of applicability

19、 of the results of the assessment . 22 15.1 Type of structural building member . 22 15.2 Type of concrete . 29 15.3 Type of steel beam 30 15.4 Type of steel/concrete composite structures 30 15.5 Type of timber structure . 30 15.6 Height of the cavity . 31 15.7 Exposed width of test specimen . 31 15.

20、8 Properties of the horizontal protective membrane . 31 15.9 Size of panels within the horizontal protective membrane 31 15.10 Fixtures and fittings 31 15.11 Gaps between grid members and test frame or walls 31 Annex A (normative) Exposure to a semi-natural fire 38 A.1 General . 38 A.2 Semi-natural

21、fire source . 38 A.3 Test equipment . 38 A.4 Test conditions . 39 A.5 Test specimen . 39 A.6 Installation of the test specimen . 40 A.7 Conditioning 40 A.8 Application of instrumentation 40 A.9 Test procedure 40 A.10 Test results 40 A.11 Test report . 40 A.12 The assessment 40 A.13 The assessment re

22、port . 40 Annex B (normative) Measurement of properties of horizontal protective membranes and components . 42 B.1 General . 42 B.2 Thickness of horizontal protective membrane and its components . 42 B.3 Density of horizontal protective membranes and components thereof . 43 B.4 Moisture content of h

23、orizontal protective membrane and components thereof . 44 Annex C (normative) Test method to the smouldering fire (slow heating curve) . 45 BS EN 13381-1:2014EN 13381-1:2014 (E) 4 C.1 Introduction 45 C.2 Test equipment 45 C.3 Test specimens 45 C.4 Termination of test 45 C.5 Evaluation of the results

24、 . 45 Bibliography 47 BS EN 13381-1:2014EN 13381-1:2014 (E) 5 Foreword This document (EN 13381-1:2014) has been prepared by Technical Committee CEN/TC 127 “Fire safety in buildings”, the secretariat of which is held by BSI. This European Standard shall be given the status of a national standard, eit

25、her by publication of an identical text or by endorsement, at the latest by March 2015 and conflicting national standards shall be withdrawn at the latest by March 2015. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or C

26、ENELEC shall not be held responsible for identifying any or all such patent rights. This document supersedes CEN/TS 13381-1:2005. The main changes with respect to the previous edition are listed below: Clarifications regarding the following items: a) preparation of the test specimen (no more opening

27、 within the floor); b) instrumentation of the test specimen (no more steel plate within the cavity); c) limits of applicability (several tables depending on the tested configuration). This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade

28、Association. This standard is one of a series of standards for evaluating the contribution to the fire resistance of structural members by applied fire protection materials. The other parts of this series are: Part 2: Vertical protective membranes, Part 3: Applied protection to concrete members, Par

29、t 4: Applied passive protection 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

30、 fire protection capacity of the horizontal protective membrane can be nullified by the presence of combustible materials in the cavity above the membrane. The applicability of the results of the assessment is limited according to the quantity and position of such combustible materials within that c

31、avity. The amount of combustible material permissible in the cavity should be given in national regulations. Caution: 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 possibili

32、ty that toxic and/or harmful 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. BS EN 13381-1:2014EN 13381-1:2014 (E) 6 An assessment of all potenti

33、al hazards and risks to health shall be made and safety precautions shall be identified and provided. Written safety instructions shall be issued. Appropriate training shall be given to relevant personnel. Laboratory personnel shall ensure that they follow written safety instructions at all times. T

34、he specific health and safety instructions contained within this European Standard shall be followed. WARNING: When performing this test method, laboratories shall expect that there may be significant quantities of smoke released. This smoke release is expected to be very significant where the fire

35、test involves timber and timber based components. Laboratories shall ensure that appropriate smoke extraction facilities are provided. According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Aus

36、tria, 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, Swed

37、en, Switzerland, Turkey and the United Kingdom. BS EN 13381-1:2014EN 13381-1:2014 (E) 7 1 Scope This European Standard specifies a test method for determining the ability of a horizontal protective membrane, when used as a fire resistant barrier, to contribute to the fire resistance of standard hori

38、zontal structural building members as defined in 6.4.2. Test of horizontal protective membrane installed under a specific non-standard floor should be tested according to EN 1365-2. This European Standard contains the fire test which specifies the tests which are carried out whereby the horizontal p

39、rotective membrane, together with the structural member to be protected, is exposed to a fire test according to the procedures defined herein. The fire exposure, to the temperature/time curve given in EN 1363-1, is applied from below the membrane itself. The test method makes provision, through spec

40、ified optional additional procedures, for the collection of data which can be used as direct input to the calculation of fire resistance according to the processes given within EN 1992-1-2, EN 1993-1-2, EN 1994-1-2 and EN 1995-1-2. This European Standard also contains the assessment which provides i

41、nformation relative to the analysis of the test data and gives guidance for the interpretation of the results of the fire test, in terms of loadbearing capacity criteria of the protected horizontal structural member. In special circumstances, where specified in national building regulations, there c

42、an be a need to subject the protection material to a smouldering curve. The test for this and the special circumstances for its use are detailed in Annex C. The limits of applicability of the results of the assessment arising from the fire test are defined, together with permitted direct application

43、 of the results to different structures, membranes and fittings. This European Standard applies only where there is a gap and a cavity between the horizontal protective membrane and the structural building member. Otherwise, the test methods in prEN 13381-3, EN 13381-4 or prEN 13381-5, as appropriat

44、e, apply. Tests should be carried out without additional combustible materials in the cavity. Annex A gives details of assessing the performance of the ceiling when exposed to a semi-natural fire. 2 Normative references The following documents, in whole or in part, are normatively referenced in this

45、 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 1363-1:2012, Fire resistance tests - Part 1: General Requirements EN 1363-2, Fire re

46、sistance tests - 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 EN 1992-1-2:2004, Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design EN 1993-1-1, Eurocode

47、 3: Design of steel structures - Part 1-1: General rules and rules for buildings EN 1993-1-2, Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design BS EN 13381-1:2014EN 13381-1:2014 (E) 8 EN 1994-1-1, Eurocode 4: Design of composite steel and concrete structures -

48、 Part 1-1: General rules and rules for buildings EN 1994-1-2, Eurocode 4 - Design of composite steel and concrete structures - Part 1-2: General rules - Structural fire design EN 1995-1-1, Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings EN 1995-1-2:

49、2004, Eurocode 5: Design of timber structures - Part 1-2: General - Structural fire design EN 312, Particleboards - Specifications EN 823, Thermal insulating products for building applications - Determination of thickness EN 12467, Fibre-cement flat sheets - Product specification and test methods EN 13381-4, Test methods for determining the contribution to the fire resistance of structural members - Part 4: Applied passive protection to steel members prEN 13381-5, Test methods for determining the contribution to the fire resistance of structural members - Part