1、August 2010 Translation by DIN-Sprachendienst.English price group 15No 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
2、 13.220.50!$jB3“1713116www.din.deDDIN EN 1366-4Fire resistance tests for service installations Part 4: Linear joint seals (includes Amendment A1:2010)English translation of DIN EN 1366-4:2010-08Feuerwiderstandsprfungen fr Installationen Teil 4: Abdichtungssysteme fr Bauteilfugen (enthlt nderung A1:2
3、010)Englische bersetzung von DIN EN 1366-4:2010-08Essai de rsistance au feu des installations de service Partie 4: Calfeutrements de joints linaires (Amendement A1:2010 inclus)Traduction anglaise de DIN EN 1366-4:2010-08SupersedesDIN EN 1366-4:2006-08www.beuth.deDocument comprises pagesIn case of do
4、ubt, the German-language original shall be considered authoritative.380 .10 7DIN EN 1366-4:2010-08 A comma is used as the decimal marker. National foreword This standard has been prepared by Technical Committee CEN/TC 127 “Fire safety in buildings” (Secretariat: BSI, United Kingdom). The responsible
5、 German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-52-40 AA Abschottungen von Leitungs-durchfhrungen. Attention is drawn to the possibility that some of the elements of this document may be the subj
6、ect of patent rights. DIN shall not be held responsible for identifying any or all such patent rights. Amendments This standard differs from DIN EN 1366-4:2006-08 as follows: a) In clause 4, the internal sizes of the furnace have been reduced to 1 m x 1 m x 0,75 m (formerly 1 m x 1 m x 1 m) and 3 m
7、x 3 m x 0,75 m (formerly 3 m x 3 m x 1 m). b) In subclause 5.2, the pressure tolerance has been increased to 3 (formerly 2). c) In Figure 3, the designations “A, B, ” have been modified to read “1, 2, ”. Previous editions DIN EN 1366-4: 2006-08 2 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN
8、1366-4:2006+A1 April 2010 ICS 13.220.50 Supersedes EN 1336-4:2006English Version Fire resistance tests for service installations - Part 4: Linear joint seals Essai de rsistance au feu des installations de service - Partie 4: Calfeutrements de joints linaires Feuerwiderstandsprfungen fr Installatione
9、n - Teil 4: Abdichtungssysteme fr Bauteilfugen This European Standard was approved by CEN on 17 April 2006 and includes Amendment 1 approved by CEN on 4 March 2010. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Stand
10、ard 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 Management Centre or to any CEN member. This European Standard exists in three official versions (English, French
11、, 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 Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia,
12、Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATIO
13、N COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2010 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1366-4:2006+A1:2010: EEN 1366-4:2006+A1:2010 (E) 2 Contents P
14、age Foreword 4Introduction .61 Scope 72 Normative references 73 Terms and definitions .74 Test equipment 85 Test conditions 85.1 Heating conditions.85.2 Pressure conditions 86 Test specimen 86.1 General 86.2 Size 96.3 Number of test specimens 97 Installation of test specimen 97.1 General 97.2 Suppor
15、ting construction .97.2.1 General 97.2.2 Standard supporting construction.97.3 Test construction 107.4 Splice locations. 107.5 Induced movement . 118 Conditioning 119 Application of instrumentation 119.1 General . 119.2 Thermocouples . 119.2.1 Furnace thermocouples . 119.2.2 Unexposed face thermocou
16、ples . 119.2.3 Roving thermocouple . 129.3 Deformation and deflection . 129.4 Integrity measurement . 1210 Test procedure 1210.1 General . 1210.2 Installation of test construction 1210.3 Mechanically induced movement of the test specimen 1210.4 Measurements and observations 1211 Performance criteria
17、 . 1311.1 Insulation . 1311.2 Integrity 1311.3 Expression of results . 1312 Test report . 1313 Field of direct application of test results . 1313.1 Orientation . 1313.2 Supporting construction 1413.3 Seal position 1513.4 Mechanically induced movement 15DIN EN 1366-4:2010-08 EN 1366-4:2006+A1:2010 (E
18、) 3 Annex A (normative) Standard condition for linear joint seals with no mechanically induced movement of the joint faces . 28A.1 Standard condition 28A.2 Test procedure . 28Annex B (normative) Standard condition for linear joint seals with mechanically induced movement of the joint faces . 29B.1 G
19、eneral . 29B.2 Standard condition(s) . 29B.2.1 Standard conditions for lateral movement . 29B.2.2 Standard condition for shear movement 30B.3 Conditions for other movements . 30Annex C (informative) Guidance on the use of this European Standard 33C.1 General . 33C.2 Application of the test . 33C.3 T
20、est conditions 33C.4 Specimen preparation . 34C.5 Notes on general performance criteria . 34C.6 Notes on validity of test results . 34C.7 Notes on Annex B 34DIN EN 1366-4:2010-08 EN 1366-4:2006+A1:2010 (E) 4 Foreword This European Standard (EN 1366-4:2006+A1:2010) has been prepared by Technical Comm
21、ittee 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 2010, and conflicting national standards shall be with
22、drawn at the latest by October 2010. 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 document supersedes EN 1336-4:2006. This doc
23、ument includes Amendment 1, approved by CEN on 2010-03-04. The start and finish of text introduced or altered by amendment is indicated in the text by tags !“. This European Standard has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, an
24、d supports essential requirements of the Construction Products Directive. EN 1366 Fire resistance tests for service installations consists of the following Parts: Part 1: Ducts Part 2: Fire dampers Part 3: Penetration seals Part 4: Linear joint seals Part 5: Service ducts and shafts Part 6: Raised a
25、ccess and hollow core floors Part 7: Conveyor systems and their closures Part 8: Smoke extraction ducts Part 9: Single compartment smoke extraction ducts Part 10: Smoke control dampers Part 11: Fire protection system for essential services (in course of preparation)1)1)To be published. DIN EN 1366-4
26、:2010-08 EN 1366-4:2006+A1:2010 (E) 5 According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germ
27、any, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. DIN EN 1366-4:2010-08 EN 1366-4:2006+A1:2010 (E) 6 Introduction Linear joint seals are positioned in
28、 joints, voids, gaps or other discontinuities within one or between two or more construction elements. Normally such openings are denoted as linear because their length is greater than their width - defined by a typical ratio of at least 10:1 in practice. Joints are present in buildings due to the f
29、ollowing: a) acceptable dimensional tolerances between two or more building elements, e.g. between non-load bearing walls and floors; b) by design to accommodate various movements induced by thermal differentials, seismicity and movement induced by wind loads; c) as a result of inadequate design, in
30、accurate assembly, repairs or damage to the building. The purpose of the tests in this European Standard is to assess: d) the effect of a linear joint seal on the integrity and insulation of the construction; e) the integrity and insulation performance of the linear joint seal; f) the effect of move
31、ment within the supporting construction on the fire performance of linear joint seals (see Annex B). The results of these tests are one factor in assessing the fire performance of joint seals. Annex A describes the principles of standard conditions for linear joint seals where no mechanically induce
32、d relative movement occurs between the joint faces. Annex B provides standard conditions for joints with mechanically induced movement of opposing joint faces during the fire resistance test. CAUTION The attention of all persons concerned with managing and carrying out this fire resistance test is d
33、rawn to the fact that fire testing may be hazardous and that 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, during their testing and during
34、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 ens
35、ure that they follow written safety instructions at all times. DIN EN 1366-4:2010-08 EN 1366-4:2006+A1:2010 (E) 7 1 Scope This European Standard specifies a method for determining the fire resistance of linear joint seals based on their intended end use. This European Standard is used in conjunction
36、 with EN 1363-1. The following tests are included in this European Standard: no mechanically induced movement; mechanically induced movement, either prior to or during fire exposure. This European Standard does not provide quantitative information on the rate of leakage of smoke and/or hot gases, or
37、 on the transmission or generation of fumes. The load-bearing capacity of a linear joint seal is not addressed in this European Standard. 2 Normative references The following referenced documents are indispensable for the application of this European Standard. For dated references, only the edition
38、cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 1363-1:1999, Fire resistance tests Part 1: General requirements EN 1363-2, Fire resistance tests Part 2: Alternative and additional procedures EN ISO 13943:2000, Fire safety Vo
39、cabulary (ISO 13943:2000) 3 Terms and definitions For the purposes of this European Standard, the terms and definitions given in EN 1363-1:1999 and EN ISO13943:2000 and the following apply. 3.1 linear joint linear void having a length to width ratio of at least 10:1 within one or between two or more
40、 juxtaposed construction elements NOTE Typical locations of linear joints include floors, the perimeter of floors, walls, ceilings and roofs. 3.2 linear joint seal system designed to maintain the fire separating function and, if relevant, to accommodate a specified degree of movement within the line
41、ar joint 3.3 movement capability maximum amount of movement the joint seal is able to tolerate as stated by the manufacturer or the sponsor, expressed as a percentage of the nominal width NOTE The movement capability is usually the same over the entire range of the nominal widths. 3.4 nominal joint
42、width specified width of a joint seal, to be selected by the manufacturer or test sponsor DIN EN 1366-4:2010-08 EN 1366-4:2006+A1:2010 (E) 8 3.5 splice connection or junction between or within the length of a linear joint seal 3.6 supporting construction construction that may be required for the tes
43、ting of some separating elements into which the test specimen is assembled, e.g. the wall into which a linear joint seal is fitted 3.7 test construction complete assembly of the test specimen(s) together with its supporting construction 3.8 test specimen linear joint seal of a specific material, des
44、ign and dimensions provided for the purpose of determining either its fire resistance or its contribution to the fire resistance of another separating element 4 Test equipment In addition to the test equipment specified in EN 1363-1, and if applicable EN 1363-2, the internal dimensions of the test f
45、urnace shall be such that a distance of at least 200 mm exists between the long edge of a linear joint and the wall of the furnace, !subject to a minimum internal size of 1 m x 1 m x 0,75 m.“ Where the nominal width of the linear joint seal is greater than 300 mm, !the internal size of the furnace s
46、hall be at least 3 m x 3 m x 0,75 m (see 6.2).“ Where the nominal width of the linear joint seal in the test specimen is greater than 100 mm and less than or equal to 300 mm, the size of the furnace shall at least be able to heat a length of 10 times the nominal width of the linear joint. 5 Test con
47、ditions 5.1 Heating conditions The heating and furnace atmosphere shall conform to those given in EN 1363-1 or, if applicable, EN 1363-2. 5.2 Pressure conditions A vertical furnace shall be operated so that a minimum pressure of 15 Pa exists in the centre of the test specimen mounted in the lowest p
48、osition. A horizontal furnace shall be operated so that !a pressure of (20 3) Pa“ is established at a position (100 10) mm below the lowest point of the test construction. 6 Test specimen 6.1 General The test specimen consists of a linear joint seal. One test specimen shall be prepared for each type of supporting construction and type of movement, if relevant, for which the sponsor seeks classification (see Annexes A and B). DIN EN 1366-4:2010-08 EN 1366-4:2006+A1:2010 (E) 9 6.2 Size A linear joint seal shall be of uniform design cross-sectional area and of the maximum length that
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