BS ISO 834-10-2014 Fire resistance tests Elements of building construction Specific requirements to determine the contribution of applied fire protection materials to structural st.pdf

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1、BSI Standards PublicationBS ISO 834-10:2014Fire resistance tests Elements of buildingconstructionPart 10: Specific requirements to determinethe contribution of applied fire protectionmaterials to structural steel elementsBS ISO 834-10:2014 BRITISH STANDARDNational forewordThis British Standard is th

2、e UK implementation of ISO 834-10:2014.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 secretary.This publication does not purp

3、ort 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 78004 2ICS 13.220.50Compliance with a British Standard cannot confer immunity fromlegal obligations

4、.This British Standard was published under the authority of theStandards Policy and Strategy Committee on 28 February 2014.Amendments issued since publicationDate Text affectedBS ISO 834-10:2014 ISO 2014Fire resistance tests Elements of building construction Part 10: Specific requirements to determi

5、ne the contribution of applied fire protection materials to structural steel elementsEssais de rsistance au feu lments de construction Partie 10: Exigences spcifiques pour dterminer la contribution des matriaux de protection appliqus aux lments des structures en acierINTERNATIONAL STANDARDISO834-10F

6、irst edition2014-03-01Reference numberISO 834-10:2014(E)BS ISO 834-10:2014ISO 834-10:2014(E)ii ISO 2014 All rights reservedCOPYRIGHT PROTECTED DOCUMENT ISO 2014All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized otherwise in any form or by any m

7、eans, electronic or mechanical, including photocopying, or posting on the internet or an intranet, without prior written permission. Permission can be requested from either ISO at the address below or ISOs member body in the country of the requester.ISO copyright officeCase postale 56 CH-1211 Geneva

8、 20Tel. + 41 22 749 01 11Fax + 41 22 749 09 47E-mail copyrightiso.orgWeb www.iso.orgPublished in SwitzerlandBS ISO 834-10:2014ISO 834-10:2014(E) ISO 2014 All rights reserved iiiContents PageForeword vIntroduction vi1 Scope . 12 Normative references 13 Terms and definitions . 24 Symbols and abbreviat

9、ed terms . 45 Test equipment. 55.1 General . 55.2 Furnace 55.3 Loading equipment . 56 Test conditions . 56.1 General . 56.2 Support and loading conditions . 57 Test specimens.117.1 General 117.2 Specimen design and preparation . 127.3 Composition of test component materials . 167.4 Selection of test

10、 specimens . 198 Installation of the test specimens 208.1 Loaded beams . 208.2 Unloaded beams . 218.3 Loaded columns 218.4 Unloaded columns 218.5 Test specimen installation patterns . 218.6 Furnace load . 229 Conditioning of the test specimens 2210 Application of instrumentation .2310.1 General 2310

11、.2 Instrumentation for measurement of furnace temperature .2310.3 Instrumentation for measurement of steel temperatures .2510.4 Instrumentation for measurement of furnace pressure 2910.5 Instrumentation for measurement of deformation3010.6 Instrumentation for measurement of load 3011 Test procedure

12、.3011.1 General 3011.2 Furnace temperature and pressure . 3011.3 Application and control of load . 3011.4 Measurements and observations . 3112 Test results .3112.1 Acceptability of test results . 3113 Presentation of test results 3214 Test report 3314.1 General 33Annex A (normative) Measurement of p

13、roperties of passive fire protection materials35Annex B (normative) Measurement of properties of reactive protection materials .38Annex C (normative) Selection of test specimens - passive fire protection 40BS ISO 834-10:2014ISO 834-10:2014(E)iv ISO 2014 All rights reservedAnnex D (normative) Princip

14、le of selection of test specimens - reactive fire protection .46Annex E (normative) Fixing of thermocouples to steelwork and routing cables 52Annex F (informative) Test method to the smouldering fire (slow heating curve) .54Annex G (informative) Tables of section factors 57Bibliography .61BS ISO 834

15、-10:2014ISO 834-10:2014(E)ForewordISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is normally carried out through ISO technical committees. Each member body interested i

16、n a subject for which a technical committee has been established has the right to be represented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the International Electrotechnical Commis

17、sion (IEC) on all matters of electrotechnical standardization.The procedures used to develop this document and those intended for its further maintenance are described in the ISO/IEC Directives, Part 1. In particular the different approval criteria needed for the different types of ISO documents sho

18、uld be noted. This document was drafted in accordance with the editorial rules of the ISO/IEC Directives, Part 2 (see www.iso.org/directives). Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. ISO shall not be held responsible for i

19、dentifying any or all such patent rights. Details of any patent rights identified during the development of the document will be in the Introduction and/or on the ISO list of patent declarations received (see www.iso.org/patents). Any trade name used in this document is information given for the con

20、venience of users and does not constitute an endorsement.For an explanation on the meaning of ISO specific terms and expressions related to conformity assessment, as well as information about ISOs adherence to the WTO principles in the Technical Barriers to Trade (TBT) see the following URL: Forewor

21、d - Supplementary informationThe committee responsible for this document is ISO/TC 92, Fire safety, Subcommittee SC 2, Fire containment.ISO 834 consists of the following parts, under the general title Fire resistance tests Elements of building construction: Part 1: General requirements Part 2: Guida

22、nce on measuring uniformity of furnace exposure on test samples Technical Report Part 3: Commentary on test method and guide to the application of the outputs from the fire-resistance test Technical Report Part 4: Specific requirements for loadbearing vertical separating elements Part 5: Specific re

23、quirements for loadbearing horizontal separating elements Part 6: Specific requirements for beams Part 7: Specific requirements for columns Part 8: Specific requirements for non-loadbearing vertical separating elements Part 9: Specific requirements for non-loadbearing ceiling elements Part 10: Speci

24、fic requirements to determine the contribution of applied fire protection materials to structural steel elements Part 11: Specific requirements for the assessment of fire protection to structural steel elements Part 12: Specific requirements for separating elements evaluated on less than full scale

25、furnaces ISO 2014 All rights reserved vBS ISO 834-10:2014ISO 834-10:2014(E)IntroductionThis part of ISO 834 specifies a method for testing fire protection systems applied to structural steel members employed in buildings as beams, columns, or tension members. This part of ISO 834 is intended for use

26、 in conjunction with the assessment protocol described in ISO 834-11.vi ISO 2014 All rights reservedBS ISO 834-10:2014Fire resistance tests Elements of building construction Part 10: Specific requirements to determine the contribution of applied fire protection materials to structural steel elements

27、1 ScopeThis part of ISO 834 specifies a method for testing fire protection systems applied to structural steel members used in buildings as beams, columns, or tension members. This part of ISO 834 is intended for use in conjunction with the assessment protocol described in ISO 834-11. It applies to

28、steel sections (including hollow sections) and only considers sections without openings in the web. 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 members, e.g. bracing, or part of a fabrica

29、ted structural system such as a steel truss construction. This part of ISO 834 does not apply to solid bar, rod, or concrete-filled hollow sections.This part of ISO 834 describes the fire test procedures that specify the tests which should be carried out to determine the ability of the fire protecti

30、on system to remain sufficiently coherent and in position for a well-defined range of deformations, furnace, and steel temperatures, such that the efficacy of the fire protection system is not significantly impaired, and to provide data on the thermal characteristics of the fire protection system wh

31、en exposed to the standard temperature/time curve specified in ISO 834-1.In special circumstances, where specified in National Building Regulations, there can be a requirement to subject reactive fire protection materials to a smouldering curve. The test and the requirements for its use are describe

32、d in Annex G.This part of ISO 834 is applicable to both passive and reactive fire protection systems as defined in the terms and definitions, which are installed or applied in such a way that they remain in place for the intended duration of fire exposure.The fire test methodology makes provision fo

33、r the collection and presentation of data which is then used as direct input into ISO 834-11 to determine the limits of direct application to steel sections of various shapes, sizes, and fire resistance periods.2 Normative referencesThe following documents, in whole or in part, are normatively refer

34、enced 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 document (including any amendments) applies.ISO 834-1, Fire-resistance tests Elements of building construction Part 1:

35、General requirementsISO 834-6, Fire-resistance tests Elements of building construction Part 6: Specific requirements for beamsISO 834-7, Fire-resistance tests Elements of building construction Part 7: Specific requirements for columnsISO 1182:2010, Reaction to fire tests for products Non-combustibil

36、ity testINTERNATIONAL STANDARD ISO 834-10:2014(E) ISO 2014 All rights reserved 1BS ISO 834-10:2014ISO 834-10:2014(E)ISO 1716, Reaction to fire tests for products Determination of the gross heat of combustion (calorific value)ISO 8421-2, Fire protection Vocabulary Part 2: Structural fire protectionIS

37、O 13943, Fire safety VocabularyIEC 584-1, Thermocouples Part 1: Reference tables3 Terms and definitionsFor the purposes of this document, the terms and definitions given in ISO 834-1, ISO 13943, ISO 8421-2, and the following apply.3.1characteristic steel temperaturetemperature of the structural stee

38、l member which is used for the determination of the correction factor for stickability calculated as (mean temperature + maximum temperature)/23.2design temperaturetemperature of the steel member for structural design purposes3.3fire protectionprotection afforded to the steel member by the fire prot

39、ection system such that the temperature of the steel member is limited throughout the period of fire exposure3.4fire protection systemfire protection material together with any supporting system including mesh reinforcement as testedNote 1 to entry: The reactive fire protection materials system incl

40、udes the primer and top coat if applicable.3.5fire protection thicknessdry thickness of a single-layer fire protection system or the combined thickness of all layers of a fire protection systemNote 1 to entry: The thickness of elements of the supporting system or joint cover strips are not included

41、in the fire protection thickness.Note 2 to entry: For reactive fire protection systems, the thickness is the mean dry film thickness of the coating excluding primer and top coat if applicable.3.6H sectionsteel member with wide flanges compared with the section depth whose main function is to carry a

42、xial loads parallel to its longitudinal axis which can be combined with bending and shear3.7I sectionsteel joist or girder with short flanges shaped like a letter “I” whose main function is to carry loads transverse to its longitudinal axisNote 1 to entry: These loads usually cause bending of the be

43、am member. The flanges may be parallel or tapered.2 ISO 2014 All rights reservedBS ISO 834-10:2014ISO 834-10:2014(E)3.8passive fire protection materialmaterials, which do not change their physical form on heating, providing protection by virtue of their physical or thermal propertiesNote 1 to entry:

44、 They may include materials containing water or undergo endothermic reactions which, on heating, produce cooling effects. These may take the form of sprayed coatings, renderings, mat products, boards, or slabs.3.9reactive fire protection materialmaterials which are specifically formulated to provide

45、 a chemical reaction upon heating such that their physical form changes and in so doing provide fire protection by thermal insulative and cooling effects3.10reference sectionsteel section which is taken from the same length of steel as its equivalent loaded section3.11section factor (unprotected ste

46、el)ratio of the fire exposed perimeter area of the structural steel member, per unit length, Am, to its cross sectional volume per unit length, V3.12section factor (profiled fire protection systems):ratio of the fire-exposed outer perimeter area of the steel structural member excluding the protectio

47、n material, per unit length, Am, to its cross-sectional volume per unit length, V3.13section factor (boxed fire protection systems)ratio of the internal surface area of the smallest possible rectangle or square box encasement which can be measured around the steel structural member, Am, to its volum

48、e per unit length, V3.14steel memberelement of building construction, which is load bearing and fabricated from steelNote 1 to entry: For the purpose of this part of ISO 834, the steel used in the testing must be of the same type.3.15steel temperatureoverall mean temperature to be used as input data

49、 for the analysis which is calculated as follows: For I and H section beams, this refers to the mean of the upper flange temperatures plus the mean temperature of the web plus the mean temperature of the lower flange, divided by three. For I, H, and hollow section columns, this refers to the sum of the mean temperature of each measuring station divided by the number of measuring stations. For hollow section beams, this refers to the mean temperature of the sides of the section plus the mean tempera