EN 1366-4:2006+A1:2010

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Preskusi požarne odpornosti servisnih inštalacij - 4. del: Tesnilna sredstva za ravne stikeFeuerwiderstandsprüfungen für Installationen - Teil 4: Abdichtungssysteme für BauteilfugenEssai de résistance au feu des installations de service - Partie 4: Calfeutrements de joints linéairesFire resistance tests for service installations - Part 4: Linear joint seals13.220.50Požarna odpornost gradbenih materialov in elementovFire-resistance of building materials and elementsICS:Ta slovenski standard je istoveten z:EN 1366-4:2006+A1:2010SIST EN 1366-4:2006+A1:2010en,fr01-junij-2010SIST EN 1366-4:2006+A1:2010SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 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 résistance au feu des installations de service - Partie 4: Calfeutrements de joints linéaires
Feuerwiderstandsprüfungen für Installationen - Teil 4: Abdichtungssysteme für 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 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 Management Centre 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 Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, 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 and United Kingdom.
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Standard condition for linear joint seals with no mechanically induced movement of the joint faces . 28A.1Standard condition . 28A.2Test procedure . 28Annex B (normative)
Standard condition for linear joint seals with mechanically induced movement of the joint faces . 29B.1General . 29B.2Standard condition(s) . 29B.2.1Standard conditions for lateral movement . 29B.2.2Standard condition for shear movement . 30B.3Conditions for other movements . 30Annex C (informative)
Guidance on the use of this European Standard . 33C.1General . 33C.2Application of the test . 33C.3Test conditions . 33C.4Specimen preparation . 34C.5Notes on general performance criteria . 34C.6Notes on validity of test results . 34C.7Notes on Annex B . 34 SIST EN 1366-4:2006+A1:2010

Ducts  Part 2:
Fire dampers  Part 3:
Penetration seals  Part 4:
Linear joint seals  Part 5:
Service ducts and shafts  Part 6:
Raised access 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. SIST EN 1366-4:2006+A1:2010

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 position. 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). SIST EN 1366-4:2006+A1:2010

Material: Autoclaved aerated concrete SIST EN 1366-4:2006+A1:2010

Material: Normal density concrete b) Floor constructions Density: (650 ± 200) kg/m³
Material: Autoclaved aerated concrete or (2 400 ± 200) kg/m³
Material: Normal density concrete 7.2.2.2 Timber elements Timber used for test constructions shall have a nominal density of (500 ± 50) kg/m³ as measured at 12 % moisture content. 7.2.2.3 Steel elements Any steel joint face may be simulated by the following test construction. The face of a concrete supporting construction is covered by 10 mm mineral fibre insulation of a density of at least 35 kg/m3 and by an 8 mm thick steel angle. The side of the test construction where the steel angle is visible shall be at the non-exposed side of the test construction (see Figure 14). 7.3 Test construction For the purpose of tests, joints may be formed in monolithic slabs or by adjacent discrete members (see Figure 1). The linear joint seal shall be installed in accordance with the manufacturer's instructions. The linear joint seal shall have a minimum heated length of 900 mm. The installation procedures shall be described in the test report. A test construction may incorporate several discrete linear joint seals, evaluating the performance of different systems or the effect of different joint face substrates (see Figures 2 and 3) provided that the following conditions are met: a) The minimum distance on the exposed side between adjacent seals shall be not less than the thickness of the supporting construction T, but not less than 200 mm. On the unexposed side the minimum distance between adjacent seals shall not be less than 200 mm (see Figure 4). Where a monolithic slab is used for non-movement joints the minimum distance between all edges of the joint and the edge of the supporting construction shall be minimum 200 mm. b) The test construction can either be inserted in the furnace opening or put onto the furnace walls. The minimum width of the supporting elements adjacent to the edges of the furnace opening shall be such that a distance of at least 200 mm exists between the longitudinal edge of the linear joint seal and the interior furnace fac
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