1、June 2015 Translation by DIN-Sprachendienst.English price group 14No 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、3.220.99!%CDz“2323387www.din.deDDIN EN 15882-2Extended application of results from fire resistance tests for serviceinstallations Part 2: Fire dampers;English version EN 15882-2:2015,English translation of DIN EN 15882-2:2015-06Erweiterter Anwendungsbereich der Ergebnisse aus Feuerwiderstandsprfunge
3、n frInstallationen Teil 2: Brandschutzklappen;Englische Fassung EN 15882-2:2015,Englische bersetzung von DIN EN 15882-2:2015-06Application tendue des rsultats des essais de rsistance au feu des installations deservice Partie 2: Clapets rsistant au feu;Version anglaise EN 15882-2:2015,Traduction angl
4、aise de DIN EN 15882-2:2015-06www.beuth.deDocument comprises 24 pagesIn case of doubt, the German-language original shall be considered authoritative.05.15DIN EN 15882-2:2015-06 2 A comma is used as the decimal marker. National foreword This document (EN 15882-2:2015) has been prepared by Technical
5、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 Committee Building and Civil Engineering), Working Committee NA 005-52-06 AA Brandverhalten von Baustoffen u
6、nd Bauteilen Lftungsleitungen. EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15882-2 April 2015 ICS 13.220.99 English Version Extended application of results from fire resistance tests for service installations - Part 2: Fire dampers Application tendue des rsultats des essais de rsistance au
7、feu des installations de service - Partie 2 : Clapets rsistant au feu Erweiterter Anwendungsbereich der Ergebnisse aus Feuerwiderstandsprfungen fr Installationen - Teil 2: Brandschutzklappen This European Standard was approved by CEN on 11 January 2015. CEN members are bound to comply with the CEN/C
8、ENELEC Internal Regulations which stipulate the conditions 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 Centr
9、e or to any CEN member. This European Standard exists in 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
10、official versions. CEN members are the national standards 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, Netherla
11、nds, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, 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
12、 of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 15882-2:2015 EEN 15882-2:2015 (E) 2 Contents Page Foreword 3 Introduction .4 1 Scope 5 2 Normative references 5 3 Terms and definitions .6 4 Determination of worst case .6 5 Conditions and applicat
13、ion rules .6 5.1 Change of fixing damper to supporting construction .6 5.2 Multiple damper assemblies .7 5.2.1 E Classification only 7 5.2.2 EI, E-S, EI-S Classifications 8 5.3 Alternative penetration seals 8 6 Influence of parameters and factors on fire damper performance .9 7 Critical parameters a
14、nd factors 9 7.1 General 9 7.2 Common operational parameters and factors 9 7.3 Constructional parameters .9 7.4 Parameters of components of damper . 10 7.5 Installing parameters 11 8 Methodology 12 9 Report of the extended application analysis . 20 Bibliography . 22 DIN EN 15882-2:2015-06 EN 15882-2
15、:2015 (E) 3 Foreword This document (EN 15882-2:2015) 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 endo
16、rsement, at the latest by October 2015 and conflicting 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 ident
17、ifying any or all such patent rights. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association. EN 15882, Extended application of results from fire resistance tests for service installations consists of the following parts: Part
18、1: Ducts Part 2: Fire dampers Part 3: Penetration seals Part 4: Linear joint seals 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 Repu
19、blic, 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, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN
20、EN 15882-2:2015-06 EN 15882-2:2015 (E) 4 Introduction It should be noted that fire-resisting dampers are special products that are exposed to different conditions to other elements of construction; in particular they are subjected to significantly different pressure regimes. Also, integrity is evalu
21、ated by leakage measurements. Consequently, this European Standard may adopt a different approach to other extended field of application standards, with more emphasis on testing. DIN EN 15882-2:2015-06 EN 15882-2:2015 (E) 5 1 Scope This European Standard provides guidance and rules to notified bodie
22、s (for fire dampers) to allow them to produce/validate an extended field of application report for fire dampers. This standard identifies the parameters that affect the fire resistance of dampers. It also identifies the factors that need to be considered when deciding whether, or by how much, the pa
23、rameter can be extended when contemplating the fire resistance performance of an untested, or untestable variation in the construction. This European Standard explains the principles behind how a conclusion on the influence of specific parameters/constructional details relating to the relevant crite
24、ria (E,I,S) can be achieved. This European Standard does not cover dampers used for smoke control. This European Standard only applies to extended fields of application based on tests successfully undertaken to EN 1366-2. Only test reports that have a total test time where the criteria are fulfilled
25、 that is in excess of the required classification period by a margin of either 10 % or 12 min, whichever is the least, are to be considered. Each classification (E,I,S) is to be considered individually consequently E (134 min achieved) may be extended, but EI (61 min achieved) may not be extended fo
26、r a classification of EI60. Additionally, leakage determined during such tests is to be at least 10 % below the leakage limits for E, or for E-S, dependent on classification achieved, given in EN 13501-3 before the EXAP rules can be applied. The 10 % below the leakage limits is to be fulfilled for t
27、he extended period in addition to the classification period. By application of this European Standard, it should be possible to identify what specifications should be tested to maximize the field of application. Some information on test programmes is given for guidance purposes. 2 Normative referenc
28、es 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 any amendments) applies. EN 1
29、363-1, Fire resistance tests - Part 1: General Requirements EN 1366-1:2014, Fire resistance tests for service installations - Part 1: Ventilation ducts EN 1366-2, Fire resistance tests for service installations - Part 2: Fire dampers EN 13501-3, Fire classification of construction products and build
30、ing elements - Part 3: Classification using data from fire resistance tests on products and elements used in building service installations: fire resisting ducts and fire dampers EN 15882-1, Extended application of results from fire resistance tests for service installations - Part 1: Ducts ISO 1029
31、4-4, Fire resistance tests - Fire dampers for air distribution systems - Part 4: Test of thermal release mechanism DIN EN 15882-2:2015-06 EN 15882-2:2015 (E) 6 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 1363-1 and EN 1366-2 and the following appl
32、y. 3.1 multiple section assemblies assemblies of individual damper units to form larger units 3.2 horizontal orientation of damper position of the damper mounted horizontally EXAMPLE When installed in the plane of a floor or a ceiling. 3.3 vertical orientation of damper position of the damper mounte
33、d vertically, e.g. when installed in the plane of a wall 3.4 supporting construction construction used as part of the test assembly to support the test specimen and to fill in the furnace aperture 3.5 standard supporting construction supporting construction that has known fire behaviour and for whic
34、h a Direct Field of Application has been established 4 Determination of worst case In certain circumstances a rule can call for a new test to be undertaken. To avoid having to re-test everything, a determination shall be made of worst case. Firstly consider the classification required: E, EI, E-S, E
35、I-S. Consider all the test reports that give the required classification. Determine which criteria failed first in each test. The resulting worst case will be the one where the time to failure of each and any of the parameters was the lowest. If the test periods show that none of the criteria failed
36、 before the classification period plus 10 % or 12 min, then the supporting construction shall be considered. The worst case shall be with the fire damper mounted in the lightest construction in terms of mechanical stability. The sponsor may pick a heavier supporting construction, but then any extend
37、ed field of applications shall only apply to this supporting construction and those heavier and more dense as per direct field of application. The method of determination of worst case and the related extended fields of application shall be reported in the extended field of application report. 5 Con
38、ditions and application rules 5.1 Change of fixing damper to supporting construction a) No change in the location of the fixings relative to the damper and the supporting construction shall be permitted. The pitch between the fixings shall not be increased. DIN EN 15882-2:2015-06 EN 15882-2:2015 (E)
39、 7 b) Alternative fixings may be used if their performance is proven by fire test, stress, linear expansion and loading information data. Any other information available may be considered. c) Any alternative fixings shall be included as part of the extended field of application report. d) Hanger and
40、 relating anchor information shall be assessed in accordance with EN 15882-1. 5.2 Multiple damper assemblies 5.2.1 E Classification only 5.2.1.1 Method To allow the use of multiple assemblies of E classified fire dampers, either side by side or on top of each other, the following test shall be perfo
41、rmed. An assembly consisting of fire dampers that have already successfully gained a classification conforming to EN 13501-3 shall be made and installed into a supporting construction using the proposed method. A fire damper selected using the worst case method in accordance with Clause 4 shall be m
42、ade into an assembly as shown in Figure 1. This will allow the other EXAP rules from the tables which follow to apply to multi-section units, as they do to single section units. The unit to be tested shall be constructed so as to be made up of at least four sections and shall have a maximum overall
43、size of 2 600 mm 2 600 mm. This is to allow for a small gap around the outside of the damper and a minimum span of supporting construction of 200 mm all round. See Figure 1 which is applicable to both vertical (shown) and horizontal test installations. The test method shall be generally as EN 1366-2
44、 (note: also refer to intumescent fire damper test, if this becomes relevant), but instead of a closed plenum with a fan, an extended open duct 1 m long shall be fixed to the dampers. The plate thermometers for control of furnace temperature shall be placed at the centre of area of each fire damper
45、section. Leakage shall not be measured. A 300 Pa differential pressure shall not be set across the unit. The criteria used shall be the integrity at all of the following: round the joint between the damper installation and the supporting construction; any point within the damper assembly, (joints, b
46、lades, etc.); sustained flaming at any point around the perimeter or at the blades or joints. If the individual fire damper sections do not close within the first 90 s, provision shall be made to manually close the sections after 2 min (air may be drawn into the bottom of the furnace having a coolin
47、g effect). Wire thermocouples shall be placed at each thermal sensing element for information purposes. This information shall be recorded. Classification will be as the original single section units with regard to the E classification as long as the above integrity criteria are fulfilled. DIN EN 15
48、882-2:2015-06 EN 15882-2:2015 (E) 8 5.2.1.2 Field of application If, due to the size restriction of 2 600 mm 2 600 mm, the assembly is made up of four individual units which are smaller than or of the same size as the original single unit tested, assemblies for application may be made of units up to
49、 the single unit size tested. EXAMPLE 1 An assembly of four units with an overall size of 2 600 mm 2 600 mm, made from individual units with overall size 1 300 mm 1 300 mm, representing a single section size tested of 1 500 mm 1 300 mm, allows an assembly of overall size 3 000 mm 2 600 mm to be used. If the assembly is made up of four or more units, leading to whatever overall size, the size of unit to be used shall have been tested previously as a single unit. For application, the units then used to make up assemblies shall not e
