EN 15318:2007
(Main)Design and application of gypsum blocks
Design and application of gypsum blocks
This European Standard defines the rules for the design of gypsum blocks as specified in EN 12859, assembled with adhesives as specified in EN 12860. Accessory products are also defined in this document. It is applicable to non-loadbearing partition walls and internal insulation of walls in rooms of residential buildings, offices, hospitals, schools etc. and to linings of posts, beams, ducts, shafts etc, that are suitable to receive finishes such as paint and wallpaper without any prior traditional plastering, but having had normal preparation prior to painting.
Certain components requiring special provisions are not covered by this standard and require special consideration.
Planung und Ausführung von Bauteilen aus Gips-Wandbauplatten
Diese Europäische Norm legt Planungs- und Ausführungsregeln für Bauteile fest, die aus Gips-Wandbauplatten nach EN 12859, verbunden mit einem Gipskleber nach EN 12860, hergestellt werden. Die Zubehörteile sind in diesem Dokument ebenfalls beschrieben. Sie gilt für nichttragende Trennwände und Vorsatzschalen in Räumen von Wohngebäuden, Bürogebäuden, Krankenhäusern, Schulen usw. sowie für Ummantelungen von Stützen, Trägern, Abmauerung von Schächten, Leitungen usw. deren Oberflächen ohne vorherigen Putzauftrag, bei Durchführung der üblichen Vorbehandlung für Malerarbeiten, als Untergrund für die direkte Aufnahme von Anstrich oder Tapeten geeignet sind.
Bestimmte Bauteile, für die besondere Vorkehrungen notwendig sind, werden in dieser Norm nicht behandelt und sind zum Gegenstand besonderer Untersuchungen zu machen.
Conception et exécution des ouvrages en carreaux de plâtre
La présente norme européenne définit les règles de conception des ouvrages réalisés en carreaux de plâtre définis dans l’EN 12859, assemblés au moyen d'un liant-colle définis dans l’EN 12860. Les produits accessoires sont également définis dans le présent document. Cette norme s'applique aux ouvrages de cloison non porteurs et à l’isolation intérieure des murs des pièces à usage d'habitation, des bureaux, des hôpitaux, des écoles, etc. ainsi qu'aux habillages de poteaux, de poutres, de gaines, de conduits, etc., susceptibles de recevoir les finitions telles que peinture ou papier peint sans exécution préalable d'un enduit traditionnel au plâtre, sous réserve des préparations habituelles avant mise en peinture.
Certains ouvrages qui nécessitent des dispositions particulières ne sont pas traités dans la présente norme et doivent faire l'objet d'une étude spécifique.
Projektiranje in vgradnja mavčnih blokov
General Information
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Design and application of gypsum blocksConception et exécution des ouvrages en carreaux de plâtrePlanung und Ausführung von Bauteilen aus Gips-WandbauplattenTa slovenski standard je istoveten z:EN 15318:2007SIST EN 15318:2007en91.100.10Cement. Mavec. Apno. MaltaCement. Gypsum. Lime. MortarICS:SLOVENSKI
STANDARDSIST EN 15318:200701-december-2007
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 15318October 2007ICS 91.100.10 English VersionDesign and application of gypsum blocksConception et exécution des ouvrages en carreaux deplâtrePlanung und Ausführung von Bauteilen aus Gips-WandbauplattenThis European Standard was approved by CEN on 26 August 2007.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards 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 translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial 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 STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2007 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 15318:2007: E
It is applicable to non-loadbearing partition walls and internal insulation of walls in rooms of residential buildings, offices, hospitals, schools etc. and to linings of posts, beams, ducts, shafts etc, that are suitable to receive finishes such as paint and wallpaper without any prior traditional plastering, but having had normal preparation prior to painting. Certain components requiring special provisions are not covered by this standard and require special consideration. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies EN 12859:2001, Gypsum blocks - Definitions, requirements and test methods EN 12860, Gypsum based adhesives for gypsum blocks - Definitions, requirements and test methods
EN 13501-2, Fire classification of construction products and building elements - Part 2: Classification using data from fire resistance tests, excluding ventilation services
3.4 partition connected at top
partition extending over the whole distance between the floor and the ceiling and connected to the shell construction at the top
3.5 partition free at top partition extending over the whole distance but not connected to the shell construction at the top
3.6 dwarf partition partition extending only over part of the distance between the floor and the ceiling
3.7 single partition partition of thickness equal to that of the gypsum block
3.8 multiple partition partition comprising several single gypsum block partitions separated by a cavity, possibly fitted with insulation
3.9 composite partition single or multiple partition connected to other materials to satisfy specific performance requirements
3.10 free-ended partition
partition with an unconnected vertical edge
3.11 overhanging partition partition at the end of the top floor
3.12 lining (of posts) encasement of any load bearing element
3.13 duct vertical or inclined structure that incorporates shafts and does not convey fluids (air, smoke) directly
3.14 shaft vertical structure that conveys fluids or gases directly
NOTE Shafts made of gypsum blocks are intended to convey only air or smoke 3.15 panel part of partition between stiffeners, between structural elements, between stiffener and structural elements
3.16 stiffener existing or additional structural element contributing to the stability of the gypsum block structure
3.17 additional vertical stiffener vertical reinforcing element connected at its two ends to the structure or to an additional horizontal stiffener
3.18 additional horizontal stiffener horizontal reinforcing element ensuring the load is transferred to the structure
3.19 horizontal stiffener for dwarf partition horizontal reinforcing element connected at its two ends to the structure or to an additional stiffener to ensure the horizontal loads are transferred
3.20 mechanical stress level - HIGH: stresses in non-residential rooms - NORMAL: stresses in residential rooms
4 Design 4.1 General By following the recommendations in this document, the designer can specify partitions suitable for the use for which they are intended. 4.2 Materials gypsum blocks according to EN 12859; gypsum-based adhesives for gypsum blocks according to EN 12860; other materials and accessories can be used.
4.3 Structure and Functions 4.3.1 General The following factors can influence the choice of the type of gypsum blocks and shall be taken into account with the structural requirements: a) type of building (single-family houses, buildings, etc.), purpose (accommodation, schools, offices, hospitals,
etc.) and use (for example: damp rooms);
The duct walls can be single or composite according to the performance required. 4.3.5
Lining of posts For aesthetic or technical reasons (fire resistance), all types of post (wood, metal, concrete …) can be protected by gypsum block structures.
4.4 Specific structural requirements 4.4.1 General Depending on the type of building or purposes of the rooms, special precautions shall be taken into account. 4.4.2 Damp rooms In rooms exposed intermittently to water, either by use or by the need to wash the surface of the partition or the adjacent floor, water-repellent gypsum blocks shall be used.
…), it is recommended to use high-density blocks in the area’s involved. 4.4.4 Safety in the event of fire Where the structure is considered to meet fire resistance requirements, it shall have been the subject of a test and a classification according to EN 13501-2.
The blocks can also be selected as a function of the fire resistance values in use specified in 4.5.2.2, Table 1.
4.4.5 Protection against noise Where the structure is considered to meet sound insulation requirements, the blocks are selected as a function of the information in 4.5.5. 4.4.6 Overhanging partitions Special provisions shall be made to improve the safety conditions in use. 4.5 Requirements 4.5.1 Mechanical strength and stability Gypsum block partitions are self-supporting non-loadbearing structures that do not affect the ge
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