1、BSI Standards Publication BS ISO 834-10:2014 Fire resistance tests Elements of building construction Part 10: Specific requirements to determine the contribution of applied fire protection materials to structural steel elementsBS ISO 834-10:2014 BRITISH STANDARD National foreword This British Standa
2、rd is the UK implementation of ISO 834-10:2014. The UK participation in its preparation was entrusted to Technical Committee FSH/22/-/12, Fire resistance tests For Protection Systems. A list of organizations represented on this committee can be obtained on request to its secretary. This publication
3、does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. The British Standards Institution 2014. Published by BSI Standards Limited 2014 ISBN 978 0 580 78004 2 ICS 13.220.50 Compliance with a British Standard cannot confer immunity fr
4、om legal obligations. This British Standard was published under the authority of the Standards Policy and Strategy Committee on 28 February 2014. Amendments issued since publication Date Text affectedBS ISO 834-10:2014 ISO 2014 Fire resistance tests Elements of building construction Part 10: Specifi
5、c requirements to determine the contribution of applied fire protection materials to structural steel elements Essais 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 acier INTER
6、NATIONAL STANDARD ISO 834-10 First edition 2014-03-01 Reference number ISO 834-10:2014(E)BS ISO 834-10:2014ISO 834-10:2014(E)ii ISO 2014 All rights reserved COPYRIGHT PROTECTED DOCUMENT ISO 2014 All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilize
7、d otherwise in any form or by any means, 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
8、office Case postale 56 CH-1211 Geneva 20 Tel. + 41 22 749 01 11 Fax + 41 22 749 09 47 E-mail copyrightiso.org Web www.iso.org Published in SwitzerlandBS ISO 834-10:2014ISO 834-10:2014(E) ISO 2014 All rights reserved iii Contents Page Foreword v Introduction vi 1 Scope . 1 2 Normative references 1 3
9、Terms and definitions . 2 4 Symbols and abbreviated terms . 4 5 Test equipment. 5 5.1 General . 5 5.2 Furnace 5 5.3 Loading equipment . 5 6 Test conditions . 5 6.1 General . 5 6.2 Support and loading conditions . 5 7 Test specimens.11 7.1 General 11 7.2 Specimen design and preparation .12 7.3 Compos
10、ition of test component materials .16 7.4 Selection of test specimens .19 8 Installation of the test specimens 20 8.1 Loaded beams .20 8.2 Unloaded beams .21 8.3 Loaded columns 21 8.4 Unloaded columns 21 8.5 Test specimen installation patterns .21 8.6 Furnace load .22 9 Conditioning of the test spec
11、imens 22 10 Application of instrumentation .23 10.1 General 23 10.2 Instrumentation for measurement of furnace temperature .23 10.3 Instrumentation for measurement of steel temperatures .25 10.4 Instrumentation for measurement of furnace pressure 29 10.5 Instrumentation for measurement of deformatio
12、n30 10.6 Instrumentation for measurement of load 30 11 Test procedure .30 11.1 General 30 11.2 Furnace temperature and pressure .30 11.3 Application and control of load .30 11.4 Measurements and observations .31 12 Test results .31 12.1 Acceptability of test results .31 13 Presentation of test resul
13、ts 32 14 Test report 33 14.1 General 33 Annex A (normative) Measurement of properties of passive fire protection materials35 Annex B (normative) Measurement of properties of reactive protection materials .38 Annex C (normative) Selection of test specimens - passive fire protection 40BS ISO 834-10:20
14、14ISO 834-10:2014(E)iv ISO 2014 All rights reserved Annex D (normative) Principle of selection of test specimens - reactive fire protection .46 Annex E (normative) Fixing of thermocouples to steelwork and routing cables 52 Annex F (informative) Test method to the smouldering fire (slow heating curve
15、) .54 Annex G (informative) Tables of section factors 57 Bibliography .61BS ISO 834-10:2014ISO 834-10:2014(E) Foreword ISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is
16、 normally carried out through ISO technical committees. Each member body interested in 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
17、 in the work. ISO collaborates closely with the International Electrotechnical Commission (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 particul
18、ar the different approval criteria needed for the different types of ISO documents should 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
19、 document may be the subject of patent rights. ISO shall not be held responsible for identifying 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.i
20、so.org/patents). Any trade name used in this document is information given for the convenience 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
21、 WTO principles in the Technical Barriers to Trade (TBT) see the following URL: Foreword - Supplementary information The 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 resis
22、tance tests Elements of building construction: Part 1: General requirements Part 2: Guidance 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
23、4: Specific requirements for loadbearing vertical separating elements Part 5: Specific requirements 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 e
24、lements Part 9: Specific requirements for non-loadbearing ceiling elements Part 10: Specific 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
25、Part 12: Specific requirements for separating elements evaluated on less than full scale furnaces ISO 2014 All rights reserved vBS ISO 834-10:2014ISO 834-10:2014(E) Introduction This part of ISO 834 specifies a method for testing fire protection systems applied to structural steel members employed i
26、n 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.vi ISO 2014 All rights reservedBS ISO 834-10:2014Fire resistance tests Elements of building construction Part 10: Specific requirements to d
27、etermine the contribution of applied fire protection materials to structural steel elements 1 Scope This 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 intende
28、d for use in conjunction with the assessment protocol described in ISO 834-11. It applies to 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 th
29、e same section factor, whether used as individual members, e.g. bracing, or part of a fabricated 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 th
30、at specify the tests which should be carried out to determine the ability of the fire protection 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
31、 impaired, and to provide data on the thermal characteristics of the fire protection system when 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 prot
32、ection materials to a smouldering curve. The test and the requirements for its use are described 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
33、in place for the intended duration of fire exposure. The fire test methodology makes provision for 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
34、periods. 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 document (including
35、any amendments) applies. ISO 834-1, Fire-resistance tests Elements of building construction Part 1: General requirements ISO 834-6, Fire-resistance tests Elements of building construction Part 6: Specific requirements for beams ISO 834-7, Fire-resistance tests Elements of building construction Part
36、7: Specific requirements for columns ISO 1182:2010, Reaction to fire tests for products Non-combustibility test INTERNATIONAL ST ANDARD 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
37、of combustion (calorific value) ISO 8421-2, Fire protection Vocabulary Part 2: Structural fire protection ISO 13943, Fire safety Vocabulary IEC 584-1, Thermocouples Part 1: Reference tables 3 Terms and definitions For the purposes of this document, the terms and definitions given in ISO 834-1, ISO 1
38、3943, ISO 8421-2, and the following apply. 3.1 characteristic steel temperature temperature of the structural steel member which is used for the determination of the correction factor for stickability calculated as (mean temperature + maximum temperature)/2 3.2 design temperature temperature of the
39、steel member for structural design purposes 3.3 fire protection protection afforded to the steel member by the fire protection system such that the temperature of the steel member is limited throughout the period of fire exposure 3.4 fire protection system fire protection material together with any
40、supporting system including mesh reinforcement as tested Note 1 to entry: The reactive fire protection materials system includes the primer and top coat if applicable. 3.5 fire protection thickness dry thickness of a single-layer fire protection system or the combined thickness of all layers of a fi
41、re protection system Note 1 to entry: The thickness of elements of the supporting system or joint cover strips are not included 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 to
42、p coat if applicable. 3.6 H section steel member with wide flanges compared with the section depth whose main function is to carry axial loads parallel to its longitudinal axis which can be combined with bending and shear 3.7 I section steel joist or girder with short flanges shaped like a letter “I
43、” whose main function is to carry loads transverse to its longitudinal axis Note 1 to entry: These loads usually cause bending of the beam member. The flanges may be parallel or tapered.2 ISO 2014 All rights reservedBS ISO 834-10:2014ISO 834-10:2014(E) 3.8 passive fire protection material materials,
44、 which do not change their physical form on heating, providing protection by virtue of their physical or thermal properties Note 1 to entry: They may include materials containing water or undergo endothermic reactions which, on heating, produce cooling effects. These may take the form of sprayed coa
45、tings, renderings, mat products, boards, or slabs. 3.9 reactive fire protection material materials which are specifically formulated to provide a chemical reaction upon heating such that their physical form changes and in so doing provide fire protection by thermal insulative and cooling effects 3.1
46、0 reference section steel section which is taken from the same length of steel as its equivalent loaded section 3.11 section factor (unprotected steel) ratio of the fire exposed perimeter area of the structural steel member, per unit length, A m , to its cross sectional volume per unit length, V 3.1
47、2 section factor (profiled fire protection systems): ratio of the fire-exposed outer perimeter area of the steel structural member excluding the protection material, per unit length, A m , to its cross-sectional volume per unit length, V 3.13 section factor (boxed fire protection systems) ratio of t
48、he internal surface area of the smallest possible rectangle or square box encasement which can be measured around the steel structural member, A m , to its volume per unit length, V 3.14 steel member element of building construction, which is load bearing and fabricated from steel Note 1 to entry: F
49、or the purpose of this part of ISO 834, the steel used in the testing must be of the same type. 3.15 steel temperature overall mean temperature to be used as input data 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 tempe
