SIST EN 15283-1:2008+A1:2009
(Main)Gypsum boards with fibrous reinforcement - Definitions, requirements and test methods - Part 1: Gypsum boards with mat reinforcement
Gypsum boards with fibrous reinforcement - Definitions, requirements and test methods - Part 1: Gypsum boards with mat reinforcement
This European Standard specifies the characteristics and performance of gypsum boards with mat reinforcement intended to be used in building construction works including those intended for secondary manufacturing operations. It includes boards designed to receive either direct surface decoration or gypsum plaster.
Gypsum boards with mat reinforcement are selected for use according to their type, size, thickness and edge profile. The boards can be used for example to provide dry lining finishes to walls, to fixed and suspended ceilings, to partitions, or as cladding to structural columns and beams. Other uses can be for floors, ventilation and smoke extraction ducts, cable trays and sheathing applications.
This European Standard covers the following product performance characteristics: reaction to fire, water vapour permeability, flexural strength, and thermal resistance.
The following performance characteristics are linked to systems assembled with gypsum boards with mat reinforcement: shear strength, fire resistance, impact resistance, direct airborne sound insulation, acoustic absorption. If required, tests should be done according to the corresponding European test methods on assembled systems simulating the end use conditions.
This European Standard also covers additional technical characteristics that are of importance for the use and acceptance of the product and the reference tests for these characteristics. It provides for the evaluation of conformity of the product to this EN.
This European Standard does not cover gypsum boards with mat reinforcement which have been subject to any secondary manufacturing operations (e.g. insulating composite panels, boards with thin lamination etc.).
Products covered by EN 520 or EN 13815 are excluded.
Faserverstärkte Gipsplatten - Begriffe, Anforderungen und Prüfverfahren - Teil 1: Gipsplatten mit Vliesarmierung
Plaques de plâtre armées de fibres - Définitions, spécifications et méthodes d'essai - Partie 1: Plaques de plâtre armées d'un tissu
La présente Norme européenne spécifie les caractéristiques et performances des plaques de plâtre armées de tissu
conçues pour être utilisées dans des ouvrages de construction, y compris dans des opérations de fabrication
secondaires. Il inclut les plaques destinées à recevoir directement une finition sur leur face ou un enduit au plâtre.
Les plaques de plâtre sont sélectionnées pour leur utilisation conformément à leur type, taille, épaisseur et profil des
bords. Les plaques peuvent être utilisées par exemple pour créer une finition par habillage des murs, des plafonds
fixes et suspendus, des cloisons, ou pour la protection et l’habillage des poteaux et des poutres. Elles peuvent par
ailleurs être utilisées pour les sols, la ventilation et les conduits de désenfumage, les chemins de câble et la pose
sous bardage.
La présente Norme européenne couvre les caractéristiques de performance suivantes : réaction au feu, perméabilité
à la vapeur d’eau, résistance à la flexion et résistance thermique.
Les caractéristiques de performance suivantes sont liées aux systèmes assemblés à l’aide de plaques de plâtre
armées de tissu : résistance au cisaillement, au choc, isolation acoustique aux bruits aériens, absorption acoustique.
Au besoin, il convient d’effectuer des essais selon les méthodes d'essai européennes correspondantes sur
des systèmes assemblés qui simulent les conditions d'utilisation finale.
Elle couvre également les caractéristiques techniques supplémentaires qui sont importantes en vue de l’utilisation
et de l’acceptation du produit ainsi que les essais de référence de ces caractéristiques. Elle traite de l’évaluation de la
conformité des produits à la présente Norme.
La présente Norme européenne ne couvre pas les plaques de plâtre armées de tissu qui ont subi des opérations
de transformation secondaires (par exemple les complexes d'isolation, les plaques avec revêtements minces, etc.).
Les produits traités par l’EN 520 ou l’EN 13815 sont exclus.
Mavčne plošče, ojačene z vlakni - Definicije, zahteve in preskusne metode - 1. del: Mavčne plošče, ojačene z mrežo iz vlaken
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Faserverstärkte Gipsplatten - Begriffe, Anforderungen und Prüfverfahren - Teil 1: Gipsplatten mit VliesarmierungPlaques de plâtre armées de fibres - Définitions, spécifications et méthodes d'essai - Partie 1: Plaques de plâtre armées d'un tissuGypsum boards with fibrous reinforcement - Definitions, requirements and test methods - Part 1: Gypsum boards with mat reinforcement91.100.10Cement. Mavec. Apno. MaltaCement. Gypsum. Lime. Mortar01.040.91Gradbeni materiali in gradnja (Slovarji)Construction materials and building (Vocabularies)ICS:Ta slovenski standard je istoveten z:EN 15283-1:2008+A1:2009SIST EN 15283-1:2008+A1:2009en,fr,de01-december-2009SIST EN 15283-1:2008+A1:2009SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 15283-1:2008+A1
August 2009 ICS 01.040.91; 91.100.10 Supersedes EN 15283-1:2008English Version
Gypsum boards with fibrous reinforcement - Definitions, requirements and test methods - Part 1: Gypsum boards with mat reinforcement
Plaques de plâtre armées de fibres - Définitions, spécifications et méthodes d'essai - Partie 1: Plaques de plâtre armées d'un tissu
Faserverstärkte Gipsplatten - Begriffe, Anforderungen und Prüfverfahren - Teil 1: Gipsplatten mit Vliesarmierung This European Standard was approved by CEN on 28 December 2007 and includes Amendment 1 approved by CEN on 20 July 2009.
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, 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 STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 15283-1:2008+A1:2009: ESIST EN 15283-1:2008+A1:2009
Sampling procedure for testing . 28A.1 General . 28A.2 Sampling procedure . 28Annex B (normative)
Mounting and fixing for testing according to EN 13823 (SBI test) . 30B.1 General applications . 30B.2 Limited applications regarding joint filling . 32B.3 Limited applications regarding wood based substrates . 33SIST EN 15283-1:2008+A1:2009
Clauses of this European Standard addressing the provisions of EU Construction Products Directive . 34ZA.1 Scope and relevant characteristics . 34ZA.2 Procedure of attestation of conformity of gypsum boards with mat reinforcement . 36ZA.3 CE marking and labelling. 39 SIST EN 15283-1:2008+A1:2009
Diagram 1 — Families of gypsum products SIST EN 15283-1:2008+A1:2009
Diagram 2 — Family of ancillary products SIST EN 15283-1:2008+A1:2009
www.company.com " 4 Requirements 4.1 Mechanical characteristics 4.1.1 Flexural strength The flexural strength shall be expressed as the breaking load in Newtons. The flexural breaking load of gypsum boards with mat reinforcement determined in accordance with the test method described in 5.6 shall not be less than the values given below, where t is the thickness of the board in mm. !Table 2" — Flexural breaking load in Newtons Type Nominal board thickness Flexural breaking load mm N
Transverse direction Longitudinal direction GM, GM-H1, GM-H2, GM-I, GM-F
t 16,8 ⋅ t 43 ⋅ t GM-R t 24 ⋅ t 58 ⋅ t Additionally, no individual result shall be more than 10 % below these values. 4.1.2 Deflection under load When required and subject to regulatory requirements, the deflection under load shall be determined in accordance to the test method described in 5.7. SIST EN 15283-1:2008+A1:2009
The thickness shall be measured as described in 5.4 and compared to the nominal thickness. Tolerances for thickness below 18 mm shall be ± 0,7 mm. For boards of thickness equal to or greater than 18 mm, the tolerance shall be ± (0,04 x thickness) (in mm). The difference between individual thickness measurements on any individual board shall not exceed 0,8 mm. 4.7.4 Squareness The deviation from squareness measured as described in 5.5 shall not exceed 2,5 mm per metre of width. 4.7.5 Edge and end profiles The edge and end profiles may vary widely depending upon the jointing system and decorative and aesthetic considerations. SIST EN 15283-1:2008+A1:2009
Figure 1 — Determination of width 5.2.4 Expression of results Each measured value expressed in millimetres is recorded. 5.3 Determination of length 5.3.1 Principle The length is measured at three points. 5.3.2 Apparatus A metal rule or tape with reading to 1 mm divisions. SIST EN 15283-1:2008+A1:2009
Figure 2 — Determination of length 5.3.3 Procedure Take three measurements between the extremities of the board (see Figure 2) to the nearest millimetre, one near each edge and one near the middle. 5.3.4 Expression of results Each measured value expressed in millimetres is recorded and compared to the nominal length of the board. 5.4 Determination of thickness 5.4.1 Principle The thickness of the board is measured at six points near to one end of the board. 5.4.2 Apparatus A micrometer, dial gauge, or callipers with an anvil diameter not less than 10 mm and permitting a reading to 0,05 mm. 5.4.3 Procedure Take six measurements (see Figure 3) to the nearest 0,05 mm across one end at approximately equal intervals across the width and at least 25 mm from the end and 100 mm from the edges. For boards of nominal width not greater than 600 mm, three measurements are sufficient. SIST EN 15283-1:2008+A1:2009
Figure 3 — Determination of thickness 5.4.4 Expression of results Record each individual measurement. Record to the nearest 0,1 mm the thickness as the average of the values obtained for each board. 5.5 Determination of squareness 5.5.1 Principle Method a: Two boards are compared with each other and the squareness measured. Method b: The two diagonals of a board are measured. 5.5.2 Apparatus A metal rule or tape with 1 mm divisions. 5.5.3 Procedure Method a: Place one board on top of another so that they coincide along one edge and at one corner (circled in Figure 4.). Measure to the nearest 1 mm the distance ∆1 (see Figure 4) between the ends of the opposite edges. Turn the top board over so that the same ends coincide as for the first measurement and ensure that the corner of the top board coincides with that corner of the lower board used in the first measurement (circled in Figure 4). Measure the new distance ∆2 between the ends of the opposite edges. SIST EN 15283-1:2008+A1:2009
Figure 4 — Determination of squareness of ends Method b: Measure the length (l) and the width (w) of the board and the lengths of the two diagonals d1 and d2 to the nearest mm. 5.5.4 Expression of results Method a: The squareness is characterised for one of the boards by the half sum w221∆∆+ and for other by the half difference w212∆∆+ expressed in millimetres per metre. Method b: The squareness S is expressed by the result of the expression: wlddddS.4)21(.)21(−+= (1) For the calculations, the width (w) shall be expressed in metres, all other parameters in millimetres. SIST EN 15283-1:2008+A1:2009
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