ISO 834-8-2002 Fire-resistance tests - Elements of building construction - Part 8 Specific requirements for non-loadbearing vertical separating elements《耐火试验 房屋.pdf

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1、INTERNATIONAL STANDARD ISO 834-8 First edition 2002-10-01 Reference number ISO 834-8:2002(E) ISO 2002 Fire-resistance tests Elements of building construction Part 8: Specific requirements for non-loadbearing vertical separating elements Essais de rsistance au feu lments de construction Partie 8: Exi

2、gences spcifiques relatives aux lments verticaux de sparation non porteursISO 834-8:2002(E) ii ISO 2002 All rights reserved PDF disclaimer This PDF file may contain embedded typefaces. In accordance with Adobes licensing policy, this file may be printed or viewed but shall not be edited unless the t

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5、ikely event that a problem relating to it is found, please inform the Central Secretariat at the address given below. ISO 2002 All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized in any form or by any means, electronic or mechanical, including p

6、hotocopying and microfilm, without permission in writing from either ISO at the address below or ISOs member body in the country of the requester. ISO copyright office Case postale 56 CH-1211 Geneva 20 Tel. + 41 22 749 01 11 Fax + 41 22 749 09 47 E-mail copyrightiso.ch Web www.iso.ch Printed in Swit

7、zerlandISO 834-8:2002(E) ISO 2002 All rights reserved iii Contents Page 1 Scope . 1 2 Normative references . 1 3 Terms and definitions 2 4 Symbols and abbreviated terms . 2 5 Test equipment . 2 6 Test conditions 2 7 Test specimen preparation . 3 8 Application of instrumentation 4 9 Test procedure 5

8、10 Performance criteria . 5 11 Validity of the test . 5 12 Expression of results 6 13 Test report 6 Annex A Direct application of results. 7 Bibliography. 8ISO 834-8:2002(E) iv ISO 2002 All rights reserved Foreword ISO (the International Organization for Standardization) is a worldwide federation of

9、 national standards bodies (ISO member bodies). The work of preparing International Standards is 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. Int

10、ernational organizations, governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization. International Standards are drafted in accordance with t

11、he rules given in the ISO/IEC Directives, Part 3. Draft International Standards adopted by the technical committees are circulated to the member bodies for voting. Publication as an International Standard requires approval by at least 75 % of the member bodies casting a vote. Attention is drawn to t

12、he possibility that some of the elements of this part of ISO 834 may be the subject of patent rights. ISO shall not be held responsible for identifying any or all such patent rights. International Standard ISO 834-8 was prepared by Technical Committee ISO/TC 92, Fire safety, Subcommittee SC 2, Fire

13、containment. ISO 834 consists of the following parts, under the general title Fire-resistance tests Elements of building construction: Part 1: General requirements Part 3: Commentary on test method and test data application Part 4: Specific requirements for loadbearing vertical separating elements P

14、art 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 elements Part 9: Specific requirements for non-loadbearing ceiling eleme

15、nts Annex A of this part of ISO 834 is for information only.ISO 834-8:2002(E) ISO 2002 All rights reserved v Introduction This document contains specific requirements for fire resistance testing which are unique to the elements of building construction described as vertical separating non-loadbearin

16、g elements. The requirements for these non- loadbearing elements are intended to be applied in appropriate conjunction with the detailed and general requirements contained in Part 1 of this International Standard (ISO 834-1).INTERNATIONAL STANDARD ISO 834-8:2002(E) ISO 2002 All rights reserved 1 Fir

17、e-resistance tests Elements of building construction Part 8: Specific requirements for non-loadbearing vertical separating elements CAUTION The attention of all persons concerned with managing and carrying out this fire resistance test is drawn to the fact that fire testing may be hazardous and that

18、 there is a possibility that toxic and/or harmful smoke and gases may be evolved during the test. Mechanical and operational hazards may also arise during the construction of the test elements or structures, their testing and disposal of test residues. An assessment of all potential hazards and risk

19、s 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. 1 Scope This part of

20、 ISO 834 specifies the procedures to be followed for determining the fire resistance of non-loadbearing vertical separating elements when exposed to heating on one face. The test is neither appropriate for the evaluation of curtain walls (non-loadbearing external walls suspended from the ends of flo

21、or slabs) nor for walls containing doors or glazing. For tests of walls containing doors refer to ISO 3008 2 . For tests of walls containing glazing refer to ISO 3009 3 . The application of this test to other untested forms of construction is acceptable when the construction complies with the direct

22、 field of application as given in this document or when it is subjected to a field of extended application analysis in accordance with ISO/TR 12470 4 . NOTE Since ISO/TR 12470 gives only general guidelines, specific extended application analyses are to be performed only by persons expert in fire res

23、istant constructions. 2 Normative references The following normative documents contain provisions which, through reference in this text, constitute provisions of this part of ISO 834. For dated references, subsequent amendments to, or revisions of, any of these publications do not apply. However, pa

24、rties to agreements based on this part of ISO 834 are encouraged to investigate the possibility of applying the most recent editions of the normative documents indicated below. For undated references, the latest edition of the normative document referred to applies. Members of ISO and IEC maintain r

25、egisters of currently valid International Standards. ISO 834-1, Fire-resistance tests Elements of building construction Part 1: General requirements ISO 13943, Fire safety VocabularyISO 834-8:2002(E) 2 ISO 2002 All rights reserved 3 Terms and definitions For the purposes of this part of ISO 834, the

26、 terms and definitions given in ISO 834-1, ISO 13943 and the following apply. 3.1 vertical separating elements vertically oriented building elements, such as walls, which are required to act as fire separations or fire barriers, divide buildings into fire compartments or fire zones, or separate a bu

27、ilding from adjoining buildings, in order to resist the spread of fire to or from adjoining compartments or buildings 3.2 non-loadbearing wall separating element designed not to be subject to any load other than its own mass 3.3 insulated non-loadbearing wall separating element, which satisfies both

28、 the integrity and insulation criteria for the fire resistance period 3.4 supporting construction form of construction used to close off the furnace and to support the non-loadbearing wall being evaluated and which has known resistance to thermal distortion 3.5 plinth form of supporting construction

29、 that reduces the height of the opening by raising the support base to accommodate the test specimen 3.6 uninsulated non-loadbearing wall separating element which satisfies the integrity criteria for the fire resistance period, but which is not required to meet the thermal insulating criterion conta

30、ined in ISO 834-1 4 Symbols and abbreviated terms Symbols and designations appropriate to this test are given in ISO 834-1. 5 Test equipment Equipment employed in the conduct of this test consists of a furnace, restraint and support frames and instrumentation as specified in ISO 834-1 and this part

31、of ISO 834. A test frame shall be provided, the rigidity of which shall be evaluated by applying an expansion force within the frame at midway between two opposite members of the frame, and measuring the increase in the internal dimensions at these positions. This evaluation shall be conducted in bo

32、th directions of the frame and the increase of the internal dimension shall be measured. The increase in the internal dimensions of the test frame shall not exceed with an applied force of . 6 Test conditions The heating and pressure conditions and the furnace atmosphere shall conform to those given

33、 in ISO 834-1. 5mm 25kNISO 834-8:2002(E) ISO 2002 All rights reserved 3 7 Test specimen preparation 7.1 Specimen design 7.1.1 General The test specimen shall be either a) fully representative of the construction intended for use in practice, including any surface finishes and fittings which are esse

34、ntial and may influence its behaviour in the test, or b) be designed to obtain the widest applicability of the test result to other similar constructions. The design features which influence fire performance that should be included to give the widest application can be derived from the field of dire

35、ct application given in annex A. The test specimen shall not contain mixtures of different types of construction, for instance brick or blocks in a wall unless this is fully representative of the construction in practice. 7.1.2 Services When vertical separating elements incorporate services such as

36、electrical junction boxes or surface finishes, which are an integral part of the design of the element, these shall be included in the test specimen. 7.2 Specimen size If, in practice, the height or width of the construction is or smaller, then that dimension of the test specimen shall be tested at

37、full size. If any dimension of the construction is greater than , then that dimension shall be tested at no less than . 7.3 Number of test specimens For symmetrical constructions only one test specimen is required unless otherwise required by this part of ISO 834. For asymmetrical constructions the

38、number of test specimens shall comply with the requirements given in ISO 834-1. 7.4 Specimen conditioning At the time of the test the strength and moisture content of the test specimens shall approximate the conditions expected in normal service. This includes any infills and jointing materials. Gui

39、dance on conditioning is given in ISO 834-1. After equilibrium has been achieved the moisture content or state of cure shall be determined and recorded. Any supporting construction, including the lining to the test frame is exempt from this requirement. 7.5 Specimen installation and restraint 7.5.1

40、General The test specimen and supporting construction (if used) shall be installed in the test frame as in practice. The test specimen shall be mounted as near as possible to the exposed vertical plane of the test frame or supporting construction as appropriate. The whole area of the test specimen s

41、hall be exposed to the heating conditions. 3m 3m 3mISO 834-8:2002(E) 4 ISO 2002 All rights reserved 7.5.2 Supporting construction If the size of the test specimen is smaller than the opening in the test frame, then it shall be installed in the test frame using the following approach. a) Where the he

42、ight of the test specimen is smaller than the height of the test frame opening, then a supporting construction shall be provided to reduce the opening to the required height. The supporting construction shall possess sufficient stability for the test specimen. b) Where the width of the test specimen

43、 is smaller, a standard supporting construction shall be provided on the vertical sides and shall possess sufficient stability for the test specimen. 7.5.3 Restraint When, in practice, the construction is not larger than the front opening of the furnace, then the edges of the test specimen shall be

44、restrained as in practice. Where, in practice, the width of the construction is larger than the front opening of the furnace, one vertical edge shall be left unrestrained and there shall be a gap of to between the free edge of the test specimen and the test frame. This gap shall be packed with a res

45、ilient non- combustible material, for instance mineral fibre, to provide a seal without restricting freedom of movement. The remaining edges shall be restrained as in practice. 8 Application of instrumentation 8.1 Furnace thermocouples (plate thermometer) 8.1.1 Furnace interior Plate thermometers sh

46、all be provided to measure the temperature of the furnace and shall be uniformly distributed to give a reliable indication of the temperature across the exposed face of the test specimen. These plate thermometers shall be constructed and located in accordance with ISO 834-1. 8.1.2 Number of furnace

47、interior thermocouples The number of plate thermometers shall not be fewer than one for every of the exposed surface area of the test specimen. There shall be a minimum of four plate thermometers for any test and each shall be oriented so that side “A” faces the back wall of the furnace. 8.2 Unexpos

48、ed surface thermocouples Unexposed surface thermocouples shall be constructed and located in accordance with ISO834-1. For determination of maximum temperature, thermocouples shall be applied to the unexposed face not closer thanto any edge, at the following locations, if appropriate: a) at the head

49、 of the specimen at midwidth; b) at the head of the specimen in line with a stud/mullion; c) at the junction of a stud and a rail in a non-loadbearing wall system; d) at midheight of the fixed edge; e) at midheight of the free edge; f) at midwidth, where possible, adjacent to a horizontal joint (positive pressure zone); g) at midheight, where possible, adjacent to a vertical joint (positive pressure zone). 25 mm 50 mm 1,5 m 2 100 mmISO 834-8:2002(E) ISO 2002 All rights reserved 5 8.3 Deflection mea