1、-XO7UDQVODWLRQE,16SUDFKHQGLHQVW(QJOLVKSULFHJURXS1RSDUWRIWKLVWUDQVODWLRQPDEHUHSURGXFHGZLWKRXWSULRUSHUPLVVLRQRI,1HXWVFKHV,QVWLWXWIU1RUPXQJH9%HUOLQ%HXWK9HUODJ*PE+%HUOLQ*HUPDQKDVWKHHFOXVLYHULJKWRIVDOHIRU*HUPDQ6WDQGDUGV ,11RUPHQ , prEN 15882-2, Extended application of results from fire resistance tests f
2、or 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: Linear joint seals. Accordin
3、g 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, Iceland, Ireland, Italy,
4、 Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 15882-4:2012-07 EN 15882-4:2012 (E) 4 1 Scope This European standard specifies rules and prescribes the methodology for the pre
5、paration 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 number of tests, whic
6、h 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 indispensable for it
7、s 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 Part 2: Alternative
8、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 13501-2:2007+A1:20
9、09, 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 the terms and defin
10、itions 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 combination with other mat
11、erial, 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 the separating eleme
12、nt Note 1 to entry: See Figure 1. 3.4 joint face framing additional substrate incorporated between the supporting construction and the joint seal DIN EN 15882-4:2012-07 EN 15882-4:2012 (E) 5 3.5 joint width distance between the two adjacent faces of the building element(s) Note 1 to entry: See Figur
13、e 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 water to achie
14、ve 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 elements or wit
15、hin 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. 3.11 seal wid
16、th 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 materials such as acr
17、ylics, 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: Strip seals may
18、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 fixed to the surf
19、ace of the building element DIN EN 15882-4:2012-07 EN 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 DIN EN 15882-
20、4:2012-07 EN 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 bee
21、n 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 type a
22、re 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 1366-4);
23、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 type
24、s 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. DIN EN 15882-4:2012-07 EN 15882-4:2012 (E) 8 4.2.2 Seal material (primary generic linear joint seal materia
25、l 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 s
26、eparating 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 construct
27、ions 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
28、 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/m3f
29、or 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 flexibl
30、e 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
31、2 120 aThe values given take into account the different stud widths available within the European construction market. DIN EN 15882-4:2012-07 EN 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 g
32、reater 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 R
33、ulesDecrease 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
34、class 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 o
35、f the 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 materia
36、l (density, thickness or type) In the case where either no insulation material or an insulation material which is not in accordance with the specification in Table 3 is fitted within the wall construction, a joint face framing shall be used. The joint face framing shall be made from the same compone
37、nts and number of layers as those used in the construction of the tested wall i.e. studs and boards. 4.2.5 Seal depth Table 5 Rules for variations in seal depth Variation RulesIncrease in seal depth Permitted Decrease in seal depth Not permitted 5 Extended application report Contents of the extended
38、 application report The extended application report prepared using this standard shall contain the following information: a) the name and address of the issuing body; b) the name and address of the sponsor; c) the date of issue of the extended application report; d) the unique reference number for t
39、he report; e) summary of the report(s) that the extended application is based upon; DIN EN 15882-4:2012-07 EN 15882-4:2012 (E) 10 f) the proposed extended field of application of the test results and the justification for that extension; b) reference to this European Standard; g) classification of t
40、he modified construction in accordance with EN 13501-2; h) the following statement: “This extended application is issued on the basis of test data and information to hand at the time of issue. If contradictory evidence becomes available to the issuing body, the extended application will be unconditi
41、onally withdrawn and the sponsor will be notified in writing. Similarly, the extended application is invalidated if the assessed construction is subsequently tested, since actual test data is deemed to take precedence over an expressed opinion.“ DIN EN 15882-4:2012-07 EN 15882-4:2012 (E) 11 Annex A
42、(normative) Extended application principles for generic joint seal types A.1 General rules A general overview on the rules for various seal types are given in Table A.1. Rules specific to a particular type of seal are given in A.2. Table A.1 Overview on rules for various seal types Seal type Joint w
43、idth Material density Configuration Increase Decrease Increase Decrease Cross section shape of the joint Position of the seal within the joint Fabric seals N Y YaN Y P Foam seals N Y Y N CS P Membrane forming coatings N Y N N N P Mineral wool seals MW Y Y N N P Mortar seals N Y Y N CS Y Sealant/mast
44、ic/putty seals SM Y N N CS P Strip seals ST Y Y N N P Surface mounted strips N Y N N Y P Y Permitted N Not permitted aIncreased density due to change of fibre material is not permitted. CS Permitted only if the area of adhesion remains the same or is increased MW Interpolation within the tested rang
45、e between the maximum and minimum nominal joint width is permitted provided the width to depth ratio and the degree of compression (%) is equal or higher. P Distance of the seal from the exposed face in the wall/floor may not be reduced from that tested but may be increased for masonry/concrete wall
46、s/floors. SM Interpolation within the tested range between the maximum and minimum nominal joint width is permitted provided the overall seal depth including the backing material is equal or higher. ST Interpolation within the tested range between the maximum and minimum nominal joint width is permi
47、tted provided the width to depth ratio and the degree of compression (%) is equal or higher. Additionally, where intumescent materials are incorporated (e.g. composite strips) the width of the intumescent layers and the width of the foam infill layer(s) shall remain equal to that used in the test. D
48、IN EN 15882-4:2012-07 EN 15882-4:2012 (E) 12 A.2 Specific rules A.2.1 Backing material for sealant seals (reactive and non-reactive) Table A.2 Rules for backing material for sealant seals Backing material Rules Polyethylene/polyurethane May be replaced by glass wool, slag wool, stone wool or ceramic wool aGlass wool May be replaced by ceramic wool aStone wool No change permitted Increase in backing material depth Permitted for Class A1 and A2 materials D
