1、 g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58The European Standard EN 15318:2007 has the status of a British StandardICS 91.100.10Design and app
2、lication of gypsum blocksBRITISH STANDARDBS EN 15318:2007BS EN 15318:2007This British Standard was published under the authority of the Standards Policy and Strategy Committee on 31 October 2007 BSI 2007ISBN 978 0 580 55712 5Amendments issued since publicationAmd. No. Date Commentscontract. Users ar
3、e responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations. National forewordThis British Standard is the UK implementation of EN 15318:2007.The UK participation in its preparation was entrusted by Technical Committee B/544, Plastering,
4、 rendering, dry lining, to Subcommittee B/544/1, Gypsum plasters, cast gypsum and ancillaries.A list of organizations represented on this committee can be obtained on request to its secretary.This publication does not purport to include all the necessary provisions of a EUROPEAN STANDARDNORME EUROPE
5、NNEEUROPISCHE NORMEN 15318October 2007ICS 91.100.10English VersionDesign and application of gypsum blocksConception et excution des ouvrages en carreaux depltrePlanung und Ausfhrung von Bauteilen aus Gips-WandbauplattenThis European Standard was approved by CEN on 26 August 2007.CEN members are boun
6、d 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
7、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 a
8、s 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, Slovak
9、ia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2007 CEN All rights of exploitation in any form and by any means reservedworldwide for
10、CEN national Members.Ref. No. EN 15318:2007: EEN 15318:2007 (E) 2 Contents Page Foreword3 1 Scope 4 2 Normative references 4 3 Terms and definitions .5 4 Design .6 4.1 General6 4.2 Materials .6 4.3 Structure and Functions .6 4.3.1 General6 4.3.2 Dividing or separating partitions .7 4.3.3 Backing par
11、titions7 4.3.4 Ducts .7 4.3.5 Lining of posts .7 4.4 Specific structural requirements7 4.4.1 General7 4.4.2 Damp rooms .7 4.4.3 Walls exposed to impacts.8 4.4.4 Safety in the event of fire 8 4.4.5 Protection against noise .8 4.4.6 Overhanging partitions .8 4.5 Requirements.8 4.5.1 Mechanical strengt
12、h and stability8 4.5.2 Fire behaviour 8 4.5.3 Safety in use.9 4.5.4 Noise protection.11 4.5.5 Energy saving and thermal insulation: thermal resistance of structures .12 Bibliography 14 EN 15318:2007 (E) 3 Foreword This document (EN 15318:2007) has been prepared by Technical Committee CEN/TC 241 “Gyp
13、sum and gypsum based products”, the secretariat of which is held by AFNOR. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by April 2008, and conflicting national standards shall be withdrawn at the
14、latest by April 2008. 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 identifying any or all such patent rights. This document has been prepared under a mandate given to CEN by
15、the European Commission and the European Free Trade Association, and supports essential requirements of EC Directive(s). According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium,
16、 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 the United Kingdom. EN 15318:2007 (E) 4 1
17、Scope 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 ro
18、oms 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 requir
19、ing 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 editio
20、n 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 build
21、ing elements - Part 2: Classification using data from fire resistance tests, excluding ventilation services EN 15318:2007 (E) 5 3 Terms and definitions For the purposes of this European Standard, the following terms and definitions apply. 3.1 partition non-loadbearing, self-supporting vertical wall
22、fixed to the shell construction at the periphery 3.2 dividing partition partition separating two rooms or spaces belonging to the same structural unit (office, school, house, etc.) 3.3 backing partition partition placed back-to-back with a wall element to which it is not connected 3.4 partition conn
23、ected 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 ext
24、ending 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 composit
25、e 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 bear
26、ing element 3.13 duct vertical or inclined structure that incorporates shafts and does not convey fluids (air, smoke) directly EN 15318:2007 (E) 6 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
27、 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
28、 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 t
29、he 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 pa
30、rtitions 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
31、 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); EN 15318:2007 (E) 7 b) dimensional accurac
32、y of the structure; c) service arrangements (distribution of fluids, electricity); d) type of connections to the structure and to the incorporated elements (frames, etc.), fixing loads. The following functions shall also be taken into account in the choice of the type of gypsum blocks: e) exposure t
33、o impacts and abrasion; f) temperature and humidity conditions; g) thermal insulation; h) sound insulation; i) safety in the event of fire. 4.3.2 Dividing or separating partitions The partitions ensure one or more of the following functions: Separation, fire protection, sound insulation or thermal i
34、nsulation, supporting of loads, impact strength. 4.3.3 Backing partitions Backings are structures intended to reinforce the thermal insulation, sound insulation or fire resistance properties of the structures against which they are backed. 4.3.4 Ducts The ducts ensure one or more of the following fu
35、nctions: protecting the ambient medium against noise generated or transmitted by the shafts; protecting the shafts against fire; preventing propagation of the fire from one room to another. Vertical ducts can be made of gypsum blocks on one or more faces according to their positioning relative to th
36、e shell construction. 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 requireme
37、nts 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 bl
38、ocks shall be used. EN 15318:2007 (E) 8 The type of blocks is determined depending on the planned use of the room and on the level of exposure of the wall to water. 4.4.3 Walls exposed to impacts In rooms where a higher surface resistance is required with respect to impacts (e.g. schools, corridors
39、), it is recommended to use high-density blocks in the areas 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
40、 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 sha
41、ll 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 general stability of the structure. The mechanical requirements linked to safety in use are cover
42、ed in 4.5.3. 4.5.2 Fire behaviour 4.5.2.1 Reaction to fire Gypsum blocks conforming to EN 12859 are classed as Euroclass A1 (non-combustible) without testing when they contain less than 1% by volume or by mass (according to the most unfavourable value regarding reaction to fire) of homogeneously dis
43、tributed organic material. If they contain more than 1 % of organic material by mass or by volume, they shall be tested and classified according to EN 13501-1. 4.5.2.2 Fire resistance a) Fire resistance of single partitions The values in use established in previous tests to be confirmed or determine
44、d subsequently on the basis of EN 1364-1 are given in Table 1. EN 15318:2007 (E) 9 Table 1 Fire resistance: values in use Thickness Density class E min. Solid blocks E min. Blocks with cavities EI min. Solid blocks EI min. Blocks with cavities 50 low (L) 50 medium (M) 60 60 50 high (H) 60 L 60 M 120
45、 60 120 60 60 H 120 60 120 60 70 L 70 M 180 120 180 120 70 H 180 120 180 120 80 L 80 M 80 H 100 L 100 M 240 180 240 180 100 H 240 180 240 180 For cases not covered above, a test by an accredited laboratory is necessary to determine performance. This test may be replaced by the opinion of a laborator
46、y based on extrapolation of a close solution. b) Fire resistance of composite partitions and other gypsum block structures For cases not covered above, the structure shall be the subject of a test and classification according to EN 13501-2. This test may be replaced by the opinion of a laboratory ba
47、sed on extrapolation of a related solution. 4.5.3 Safety in use 4.5.3.1 General Gypsum block partitions are self-supporting and present no risk to the safety of the user as long as the requirements of this subclause are met. The maximum dimensions indicated in the tables below result from EN 15318:2
48、007 (E) 10 just mechanical considerations. This allows the structure to withstand the normal and high mechanical stresses. The tables below define the maximum permitted dimensions for gypsum blocks of all densities. Dimensioning of the partition is obtained by dividing into panels, the maximum dimen
49、sions of which are indicated according to the stress levels in Table 2 and Table 3. The panels are limited by the structure of the building or stiffeners as shown in Figures 1, 2 and 3. Table 2 Maximum dimensions of single partitions Stress level: normal Type 1a partition bType 1b partition cType 2 partition d Type 3 partition e Blocks solid HD Blocks solid MD Blocks solid LD Blocks with cavities MD S max. m2 a H max. m L max m S max. m2 a H max. m L max m. S max. m2a H max. m L max m. S max. m2a H max.
