1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationBS EN 15882-4:2012Extended application of resultsfrom fire resistance tests forservice installationsPart 4: Linear joint sealsBS EN 15882-4:2012 BRITISH STANDARDNational foreword
2、This British Standard is the UK implementation of EN 15882-4:2012.The UK participation in its preparation was entrusted to TechnicalCommittee FSH/22/-/3, Fire resistance tests for fire penetration andseals.A list of organizations represented on this committee can beobtained on request to its secreta
3、ry.This publication does not purport to include all the necessaryprovisions of a contract. Users are responsible for its correctapplication. The British Standards Institution 2012. Published by BSI StandardsLimited 2012ISBN 978 0 580 76352 6ICS 13.220.50Compliance with a British Standard cannot conf
4、er immunity fromlegal obligations.This British Standard was published under the authority of theStandards Policy and Strategy Committee on 31 May 2012.Amendments issued since publicationDate Text affectedBS EN 15882-4:2012EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15882-4 May 2012 ICS 13.2
5、20.99 English Version Extended application of results from fire resistance tests for service installations - Part 4: Linear joint seals Application tendue des rsultats des essais de rsistance au feu pour les installations de service - Partie 4 : Calfeutrements de joints linaires Erweiterter Anwendun
6、gsbereich der Ergebnisse aus Feuerwiderstandsprfungen fr Installationen - Teil 4: Abdichtungssysteme fr Bauteilfugen This European Standard was approved by CEN on 30 March 2012. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this E
7、uropean 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 Centre or to any CEN member. This European Standard exists in three official vers
8、ions (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 official versions. CEN members are the national standards bodies of Austria,
9、 Belgium, Bulgaria, Croatia, 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, Turkey and United Kingdom.
10、EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2012 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 15882-4:2012: EBS EN 158
11、82-4:2012EN 15882-4:2012 (E) 2 Contents Page Foreword 31 Scope 42 Normative references 43 Terms and definitions .44 Extended application principles .74.1 General 74.2 Principles common to all generic seal types 74.2.1 General 74.2.2 Seal material (primary generic linear joint seal material as per An
12、nex A).84.2.3 Separating elements Concrete or masonry 84.2.4 Separating elements Flexible constructions .84.2.5 Seal depth .95 Extended application report Contents of the extended application report 9Annex A (normative) Extended application principles for generic joint seal types 11A.1 General rules
13、 . 11A.2 Specific rules . 12BS EN 15882-4:2012EN 15882-4:2012 (E) 3 Foreword This document (EN 15882-4:2012) has been prepared by Technical Committee CEN/TC 127 “Fie safety in buildings”, the secretariat of which is held by BSI. This European Standard shall be given the status of a national standard
14、, either by publication of an identical text or by endorsement, at the latest by November 2012, and conflicting national standards shall be withdrawn at the latest by November 2012. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights.
15、CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. EN 15882 consists of the following parts: EN 15882-1, Extended application of results from fire resistance tests for service installations Part 1: Ducts; prEN 15882-2, Extended application of results from
16、 fire resistance tests for service installations Part 2: Dampers; EN 15882-3, Extended applications of results from fire resistance tests for service installations Part 3: Penetration seals; EN 15882-4, Extended application of results from fire resistance tests for service installations Part 4: Line
17、ar 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 Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary,
18、Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 15882-4:2012EN 15882-4:2012 (E) 4 1 Scope This European standard specifies rules and prescribes the meth
19、odology for the preparation of extended application reports for linear joint sealing systems tested in accordance with EN 1366-4. The field of the extended application reports is additional to the direct field of application given in EN 1366-4. It may be applied to or based on a single test, or a nu
20、mber of tests, which provide the relevant information for the formulation of an extended application. Mechanical metal seals are not part of the scope of this European Standard. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are i
21、ndispensable 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 1363-1:1999, Fire resistance tests Part 1: General requirements EN 1363-2:1999, Fire resistance tests P
22、art 2: Alternative and additional procedures EN 1366-4:2006+A1:2010, Fire resistance tests for service installations Part 4: Linear joint seals EN 13501-1:2007+A1:2009, Fire classification of construction products and building elements Part 1: Classification using data from reaction to fire tests EN
23、 13501-2:2007+A1:2009, Fire classification of construction products and building elements Part 2: Classification using data from fire resistance tests, excluding ventilation services EN ISO 13943:2010, Fire safety Vocabulary (ISO 13943:2008) 3 Terms and definitions For the purposes of this document
24、the terms and definitions given in EN 1363-1:1999, EN 1363-2:1999, EN 1366-4:2006+A1:2010, EN 13501-1:2007+A1:2009, EN 13501-2:2007+A1:2009 and EN ISO 13943:2010, and the following apply: 3.1 fabric seal seal comprised of a woven fabric, usually glass cloth or similar, which may be used in a combina
25、tion with other material, such as metal facings, etc. to provide a composite seal 3.2 foam seal seal made from a one, two or three component expanding foam (expands during application), applied in-situ 3.3 joint depth overall distance between the exposed and unexposed faces across the thickness of t
26、he separating element Note 1 to entry: See Figure 1. 3.4 joint face framing additional substrate incorporated between the supporting construction and the joint seal BS EN 15882-4:2012EN 15882-4:2012 (E) 5 3.5 joint width distance between the two adjacent faces of the building element(s) Note 1 to en
27、try: See Figure 1. 3.6 mineral wool seal seal comprised mostly or entirely of glass, stone, slag or ceramic wool, which is either faced/coated or non-faced/coated 3.7 mortar seal seal comprising a cementitious or gypsum based compound together with other filler materials, usually mixed on site with
28、water to achieve the required workability 3.8 movement joint joint between adjacent building elements or within a building element designed to accommodate a degree of movement greater than 7,5% (such as deflection, thermal movement or seismic) 3.9 non-movement joint joint between adjacent building e
29、lements or within a building element not designed to accommodate movement greater than 7,5% (such as those designed to accommodate construction tolerances or irregularities of fit) 3.10 seal depth shortest distance between the exposed and unexposed surfaces of the seal Note 1 to entry: See Figure 1.
30、 3.11 seal width width of the seal in the non-installed condition (for uncompressed solid seals, see Figure 1, detail A) or the width of the installed seal where it is equal to or different from the joint width (e.g. overlap) (see Figure 1, details B and C) 3.12 sealant seal seal formed from materia
31、ls such as acrylics, silicone, oil-based products (mastic, putty), foamed in-situ, normally in conjunction with a backing material and inserted into the joint 3.13 strip seal pre-formed seal normally inserted into the joint and held in place by friction or by means of an adhesive Note 1 to entry: St
32、rip seals may also include impregnated or multi component (composite, laminated) seals such as a combination of foam tape with strips of intumescent material. 3.14 surface mounted strip surface mounted seal applied over the joint to completely cover and overlap the joint and usually mechanically fix
33、ed to the surface of the building element BS EN 15882-4:2012EN 15882-4:2012 (E) 6 A 1534B 1234C 1345Key 1 Seal width 2 Direction of compression 3 Joint depth 4 Joint width 5 Seal depth Linear joint seal Figure 1 Description of seal depth, joint depth and joint width for different types of seals BS E
34、N 15882-4:2012EN 15882-4:2012 (E) 7 Key Joint face framing Figure 2 Examples for a joint face framing 4 Extended application principles 4.1 General Due to the diverse nature of materials and constructions used to seal linear joints or construction joints in fire resistant separating elements, it has
35、 been necessary to separate the extended application principles into generic seal types. Permitted variations may be used alone or in combination, unless stated otherwise. Principles common to all generic seal types are given in 4.2. Principles and guidance relating to each specific generic joint ty
36、pe are given in Annex A of this European Standard. Variables for each seal type which require consideration, are included in this report. These are as follows: separating element; joint width/seal width; joint depth/seal depth; seal position in relation to the exposed face; orientation (see EN 1366-
37、4); whether the joint is a movement or non-movement joint. Each sub-clause gives the possible variation and the rule relating to the variation. The following rules are considered applicable to joint assemblies tested either with or without induced movement. 4.2 Principles common to all generic seal
38、types 4.2.1 General The rules given in the following sub-clauses are applicable to all generic linear joint seal types incorporated within Annex A, unless stated otherwise in the specific section. BS EN 15882-4:2012EN 15882-4:2012 (E) 8 4.2.2 Seal material (primary generic linear joint seal material
39、 as per Annex A) Table 1 Rules for variation in seal material Variation RulesChange of material(s) comprising parts of the sealing system Not permitted unless otherwise specifically stated in Annex A 4.2.3 Separating elements Concrete or masonry Table 2 Rule for variations for concrete or masonry se
40、parating elements Variation RulesDecrease in thickness and/or density Increase in thickness and/or density Not permitted Permitted 4.2.4 Separating elements Flexible constructions Test results obtained in standard flexible constructions as detailed below can be applied to similar flexible constructi
41、ons provided the construction is classified in accordance with EN 13501-2 and the rules in Table 4 are obeyed. The standard supporting construction shall be in accordance with the provisions given in EN 1363-1, and subject to the following: 1) The wall shall be restrained only on the top and bottom
42、edge. 2) The number and thickness of the gypsum board(s) shall be as given in Table 3. 3) A construction including insulation shall be used. The insulation material shall be mineral wool with a classification of A1 or A2 according to EN 13501-1. The density of the insulation shall be (45 15) kg/m3fo
43、r a desired fire resistance up to and including 60 minutes, and (100 15) kg/m3for a fire resistance of more than 60 minutes. The thickness shall be such that the remaining gap between the board and the insulation is a maximum of 15 mm. 4) Steel studs of varying widths may be used to fit the flexible
44、 wall constructions defined in Table 3. Table 3 Standard flexible wall constructions Nominal minimum overall thickness a(mm) Thickness of gypsum board EN 520, Type F (mm) Number of layers each side Indicative fire resistance(min) 69 - 75 12,5 1 30 94 - 100 12,5 2 60 94 - 100 12,5 2 90 122 - 130 15 2
45、 120 aThe values given take into account the different stud widths available within the European construction market. BS EN 15882-4:2012EN 15882-4:2012 (E) 9 Test results obtained with flexible supporting constructions can be applied to concrete or masonry elements of a thickness equal to or greater
46、 than that of the element used in the tests. The standard flexible wall construction does not cover sandwich panel constructions. Linear joints in such constructions shall be tested on a case-by-case basis. Table 4 Rules for variations for separating elements Flexible constructions Variation RulesDe
47、crease in thickness Not permitted Increase in thickness Permitted subject to rules governing the positioning of the seal within the thickness of the wall with respect to the exposed face Change of wall lining material Permitted if the lining has an equal or greater thickness, reaction to fire class
48、and the alternative flexible wall construction has an equivalent or greater fire resistance. Increase in wall lining thickness Permitted Decrease in wall lining thickness Not permitted Change in joint face framing (design, etc.) Not permitted. A joint face framing is considered as being part of the
49、linear joint seal. Tests without a joint face framing cover applications with joint face framing but not vice versa. Change in joint face framing material Permitted provided reaction to fire class, thickness and mechanical strength are equal or greater than tested. Change of insulation material (density, thickness or type) In the case where either no insulation material or an insulation material which is not in accordance with the specification
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