1、June 2015 Translation by DIN-Sprachendienst.English price group 23No 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 1
2、3.220.50; 91.080.40!%CI:“2323823www.din.deDDIN EN 13381-3Test methods for determining the contribution to the fire resistance ofstructural members Part 3: Applied protection to concrete members;English version EN 13381-3:2015,English translation of DIN EN 13381-3:2015-06Prfverfahren zur Bestimmung d
3、es Beitrages zum Feuerwiderstand von tragendenBauteilen Teil 3: Brandschutzmanahmen fr Betonbauteile;Englische Fassung EN 13381-3:2015,Englische bersetzung von DIN EN 13381-3:2015-06Mthodes dessai pour dterminer la contribution la rsistance au feu des lments deconstruction Partie 3: Protection appli
4、que aux lments en bton;Version anglaise EN 13381-3:2015,Traduction anglaise de DIN EN 13381-3:2015-06SupersedesDIN V ENV 13381-3:2003-09www.beuth.deDocument comprises 68 pagesIn case of doubt, the German-language original shall be considered authoritative.05.15DIN EN 13381-3:2015-06 2A comma is used
5、 as the decimal marker. National foreword This document (EN 13381-3:2015) 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 DIN-Normenausschuss Bauwesen (DIN Standards Com
6、mittee Building and Civil Engineering), Working Committee NA 005-52-02 AA Brandverhalten von Baustoffen und Bauteilen Bauteile. Amendments This standard differs from DIN V ENV 13381-3:2003-09 as follows: a) the prestandard status has been changed to that of a full standard; b) the standard has been
7、editorially revised; c) Clause 1 “Scope” has been modified; d) Clause 3 “Terms and definitions” has been extended; e) Annex D (normative) “Calculation of stresses in standard concrete structures” has been added; f) Annex E (informative) “Calculation of the load to apply on concrete member” has been
8、added; g) the bending moment has been modified to be adapted to the thickness of the slab; h) the location of the thermocouple used within beams for the calculation of equivalent thickness of concrete is now at 25 mm away from the beam bottom corner instead of 55 mm; i) the graphs to be used for the
9、 determination of equivalent concrete thickness for slabs have been improved and extended and are directly available in the standard. Previous editions DIN V ENV 13381-3: 2003-09 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13381-3 April 2015 ICS 13.220.50; 91.080.40 Supersedes ENV 13381-3:2
10、002English Version Test methods for determining the contribution to the fire resistance of structural members - Part 3: Applied protection to concrete members Mthodes dessai pour dterminer la contribution la rsistance au feu des lments de construction - Partie 3: Protection applique aux lments en bt
11、on Prfverfahren zur Bestimmung des Beitrages zum Feuerwiderstand von tragenden Bauteilen - Teil 3: Brandschutzmanahmen fr Betonbauteile This European Standard was approved by CEN on 8 November 2014. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditi
12、ons 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 exists i
13、n 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 standar
14、ds 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, Slove
15、nia, 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 2015 CEN All rights of exploitation in any form and by any means reserved
16、worldwide for CEN national Members. Ref. No. EN 13381-3:2015 EEN 13381-3:2015 (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 . 10 4.1 General . 10 4.2 Furnace 10 4.3
17、 Loading equipment . 10 5 Test conditions . 10 5.1 General . 10 5.2 Support and restraint conditions 11 5.2.1 Standard support and restraint conditions 11 5.2.2 Other support and restraint conditions 11 5.3 Loading conditions . 11 6 Test specimens . 12 6.1 Type and number of test specimens 12 6.1.1
18、Type of test specimens 12 6.1.2 Number of test specimens . 12 6.2 Size of test specimens . 13 6.2.1 Concrete slabs 13 6.2.2 Concrete beams 13 6.3 Construction of concrete test specimens 14 6.3.1 Concrete slab test members 14 6.3.2 Concrete beam test members . 14 6.3.3 Fabrication of concrete test me
19、mbers . 14 6.3.4 Application of fire protection material (except ceiling) to concrete test member . 15 6.3.5 Installation of a ceiling below the concrete slab . 15 6.4 Composition of test specimen component materials . 16 6.4.1 Concrete 16 6.4.2 Steel reinforcement 16 6.4.3 Fire protection system .
20、16 6.5 Properties of test materials . 16 6.5.1 General . 16 6.5.2 Concrete 16 6.5.3 Steel reinforcement 17 6.5.4 Fire protection materials 17 6.6 Verification of the test specimen 17 7 Installation of the test construction 18 7.1 Concrete large slab test specimens . 18 7.2 Concrete small slab test s
21、pecimens . 18 7.3 Concrete beam test specimens . 18 8 Conditioning 18 DIN EN 13381-3:2015-06 EN 13381-3:2015 (E) 3 9 Application of instrumentation 19 9.1 General . 19 9.2 Instrumentation for measurement of furnace temperature . 19 9.2.1 Slab specimens . 19 9.2.2 Beam specimens . 19 9.3 Instrumentat
22、ion for the measurement of test specimen temperature . 19 9.3.1 General . 19 9.3.2 Large and small concrete slab test specimens 20 9.3.3 Beams . 20 9.3.4 Equivalent locations as referred to in 11.2 are: . 21 9.4 Instrumentation for the measurement of pressure 22 9.5 Instrumentation for the measureme
23、nt of deformation 22 9.6 Instrumentation for the measurement of applied load 22 10 Test procedure . 22 10.1 General . 22 10.2 Furnace temperature and pressure . 22 10.3 Application and control of load . 22 10.4 Temperature of test specimen . 23 10.5 Deformation . 23 10.6 Observations 23 10.7 Termina
24、tion of test 23 11 Test results 23 11.1 Acceptability of test results . 23 11.2 Presentation of test results 24 12 Test report 25 13 Assessment . 25 13.1 General . 25 13.2 Concrete slabs . 26 13.3 Concrete beams . 26 13.4 Insulation 27 13.5 Stickability 27 13.6 Equivalent thickness of concrete 27 14
25、 Report of the assessment 27 15 Limits of applicability of the results of the assessment . 28 16 Additional limits of applicability of the results of the assessment for suspended ceilings used as protection system . 30 16.1 Height of the cavity . 30 16.2 Exposed width of test specimen 30 16.3 Proper
26、ties of the horizontal protective membrane 30 16.4 Size of panels within the horizontal protective membrane . 30 16.5 Fixtures and fittings 30 16.6 Gaps between grid members and test frame or walls . 31 Annex A (normative) Test method to the smouldering fire or slow heating curve 44 A.1 Introduction
27、 44 A.2 Evaluation of the results . 44 Annex B (normative) Measurement of properties of fire protection materials . 46 B.1 General . 46 B.2 Thickness of fire protection materials 46 B.3 Density of applied fire protection materials . 47 DIN EN 13381-3:2015-06 EN 13381-3:2015 (E) 4 B.3.1 General . 47
28、B.4 Moisture content of applied fire protection materials . 48 Annex C (normative) Equivalent thickness of concrete . 49 C.1 General . 49 C.1.1 General . 49 C.1.2 Equivalent thickness of concrete slabs - preliminary data collection 49 C.1.3 Equivalent thickness of concrete beams - preliminary data c
29、ollection 49 C.2 Equivalent thickness of concrete slabs and beams - assessment methodology 50 Annex D (normative) Calculation of stresses in standard concrete structures 58 D.1 General . 58 D.2 Relevant concrete structures 58 D.3 Distribution of stresses across the section of the concrete structures
30、 . 58 D.4 Mechanical study 59 D.4.1 Equilibrium of external forces . 59 D.4.2 Determination of the position of the neutral axis (x) 59 D.4.3 Determination of the quadratic modulus . 60 D.4.4 Determination of stresses in reinforcement bars and concrete 60 Annex E (informative) Calculation of the load
31、 to apply on concrete member . 63 E.1 Remind and scheme . 63 E.2 Calculation of the force of the spring for a loaded beam . 63 E.3 Calculation of the force of the spring for a loaded large slab . 64 Bibliography . 66 DIN EN 13381-3:2015-06 EN 13381-3:2015 (E) 5 Foreword This document (EN 13381-3:201
32、5) 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, either by publication of an identical text or by endorsement, at the latest by October 2015 and conflic
33、ting national standards shall be withdrawn at the latest by October 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 CENELEC shall not be held responsible for identifying any or all such patent rights. This documen
34、t supersedes ENV 13381-3:2002. 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 89/106/EEC. The dimension tolerances regarding the manufacturing of the specimen indicated in the ENV
35、 13381-3:2002 led to tensile stress values of 290 +/- 30 N/mm in the reinforcement bars depending on the type of structural member. In order to harmonize the mechanical constraint applied on the structural member, the bending moment has been modified to produce the same tensile stress on reinforceme
36、nt bars equal to 300 N/mm. This value is corresponding to 60 % of the grade of the steel to be used. Due to this approach, the result of tests carried out according to ENV 13381-3:2002 can be taken into account for assessment according to the present document. In comparison with ENV 13381-3:2002, th
37、e following significant changes have been made: the bending moment has been modified to be adapted to the thickness of the slab; the location of thermocouple used within beams for the calculation of equivalent thickness of concrete is now at 25 mm away from the beam bottom corner instead of 55 mm; t
38、he graphs to be used for the determination of equivalent concrete thickness for slabs has been improved and extended and is directly available in the standard. This European Standard is one of a series of standards for evaluating the contribution to the fire resistance of structural members by appli
39、ed fire protection materials. The other parts of this standard are: Part 1: Horizontal protective membranes Part 2: Vertical protective membranes Part 4: Applied protection to steel members Part 5: Applied protection to concrete/profiled sheet steel composite members Part 6: Applied protection to co
40、ncrete filled hollow steel columns Part 7: Applied protection to timber members Part 8: Applied reactive protection to steel members Annexes A, B and C are normative. DIN EN 13381-3:2015-06 EN 13381-3:2015 (E) 6 Caution: The attention of all persons concerned with managing and carrying out this fire
41、 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 operational hazards can also arise during the construction of test elements or structures, their testing a
42、nd 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. Written safety instructions should be issued. Appropriate training should be given to relevant personnel. Laboratory personnel should
43、ensure that they follow written safety instructions at all times. The specific health and safety instructions contained within this standard should be followed. According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement t
44、his 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, Norway, Poland, Portugal, Romania, Slova
45、kia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 13381-3:2015-06 EN 13381-3:2015 (E) 7 1 Scope This European Standard specifies a test method for determining the contribution of fire protection systems to the fire resistance of structural concrete members, for instanc
46、e slabs, floors, roofs and walls and which can include integral beams and columns. The concrete can be lightweight, normal weight or heavyweight concrete and of all strength classes (e.g. 20/25 to 50/60 for normal strength concrete and for high strength concrete 55/67 to 90/105). The member is to co
47、ntain steel reinforcing bars. The test method is applicable to all fire protection materials used for the protection of concrete members and includes sprayed materials, reactive coatings, cladding protection systems and multi-layer or composite fire protection materials, with or without a gap betwee
48、n the fire protection material and the concrete member This European Standard specifies the tests which are to be carried out to determine the ability of the fire protection material to remain coherent and fixed to the concrete and to provide data on the temperature distribution throughout the prote
49、cted concrete member, when exposed to the standard temperature time curve. In special circumstances, where specified in national building regulations, there can 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 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 members in accordance with the procedures gi
