SE537477C2 - Building elements with first and second cover layers and intermediate core - Google Patents
Building elements with first and second cover layers and intermediate core Download PDFInfo
- Publication number
- SE537477C2 SE537477C2 SE1300583A SE1300583A SE537477C2 SE 537477 C2 SE537477 C2 SE 537477C2 SE 1300583 A SE1300583 A SE 1300583A SE 1300583 A SE1300583 A SE 1300583A SE 537477 C2 SE537477 C2 SE 537477C2
- Authority
- SE
- Sweden
- Prior art keywords
- core material
- building element
- roof
- layers
- boards
- Prior art date
Links
- 239000011162 core material Substances 0.000 claims abstract description 107
- 239000000853 adhesive Substances 0.000 claims abstract description 31
- 230000001070 adhesive effect Effects 0.000 claims abstract description 31
- 239000010410 layer Substances 0.000 claims description 83
- 239000000463 material Substances 0.000 claims description 32
- 239000003063 flame retardant Substances 0.000 claims description 17
- 239000010440 gypsum Substances 0.000 claims description 17
- 229910052602 gypsum Inorganic materials 0.000 claims description 17
- 239000006260 foam Substances 0.000 claims description 11
- 230000009970 fire resistant effect Effects 0.000 claims description 9
- 229920002635 polyurethane Polymers 0.000 claims description 9
- 239000004814 polyurethane Substances 0.000 claims description 9
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 claims description 8
- 239000000945 filler Substances 0.000 claims description 8
- 239000011490 mineral wool Substances 0.000 claims description 6
- 239000004568 cement Substances 0.000 claims description 5
- 239000012790 adhesive layer Substances 0.000 claims description 4
- 239000006261 foam material Substances 0.000 claims description 4
- 239000001913 cellulose Substances 0.000 claims description 3
- 229920002678 cellulose Polymers 0.000 claims description 3
- 239000000835 fiber Substances 0.000 claims description 3
- 239000011491 glass wool Substances 0.000 claims description 3
- 210000002268 wool Anatomy 0.000 claims description 3
- 239000011094 fiberboard Substances 0.000 claims description 2
- 239000011521 glass Substances 0.000 claims description 2
- 239000012784 inorganic fiber Substances 0.000 claims description 2
- 229910010272 inorganic material Inorganic materials 0.000 claims description 2
- 239000011147 inorganic material Substances 0.000 claims description 2
- 239000011120 plywood Substances 0.000 claims description 2
- 239000011148 porous material Substances 0.000 claims description 2
- 125000006850 spacer group Chemical group 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 16
- 238000009413 insulation Methods 0.000 description 8
- 239000003292 glue Substances 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 239000002184 metal Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical group [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 2
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 description 2
- 239000013078 crystal Substances 0.000 description 2
- 239000011810 insulating material Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 241000272525 Anas platyrhynchos Species 0.000 description 1
- 229920005830 Polyurethane Foam Polymers 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 239000001175 calcium sulphate Substances 0.000 description 1
- 235000011132 calcium sulphate Nutrition 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000012792 core layer Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 229920006248 expandable polystyrene Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 229920006327 polystyrene foam Polymers 0.000 description 1
- 239000011496 polyurethane foam Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 229910000679 solder Inorganic materials 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000454 talc Substances 0.000 description 1
- 229910052623 talc Inorganic materials 0.000 description 1
- 239000010455 vermiculite Substances 0.000 description 1
- 229910052902 vermiculite Inorganic materials 0.000 description 1
- 235000019354 vermiculite Nutrition 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/88—Insulating elements for both heat and sound
- E04B1/90—Insulating elements for both heat and sound slab-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
- E04B1/941—Building elements specially adapted therefor
- E04B1/942—Building elements specially adapted therefor slab-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
- E04C2/24—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products laminated and composed of materials covered by two or more of groups E04C2/12, E04C2/16, E04C2/20
- E04C2/243—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products laminated and composed of materials covered by two or more of groups E04C2/12, E04C2/16, E04C2/20 one at least of the material being insulating
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
- E04C2/24—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products laminated and composed of materials covered by two or more of groups E04C2/12, E04C2/16, E04C2/20
- E04C2/246—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products laminated and composed of materials covered by two or more of groups E04C2/12, E04C2/16, E04C2/20 combinations of materials fully covered by E04C2/16 and E04C2/20
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/292—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and sheet metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/296—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and non-metallic or unspecified sheet-material
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Building Environments (AREA)
Abstract
SAMMANDRAG Byggelement med tackskikt (11, 19) forbundna med motstgende sidor av en karna av ett forsta (12, 13, 14, 15, 16) och andra (17, 18) karnmaterial. Tack- skikten (11; 19) innefattar minst ett forstyvningsskikt med gtminstone 5 mm tjocklek och en elasticitetsmodul hogre an 3000 MPa. Det fOrsta karnmaterialet (12, 13, 14, 15, 16) har hogre elasticitetsmodul an det andra karnmaterialet (17, 18), vars elasticitetsmodul ar lagre an 10 MPa. Kantstycken (12, 13, 15, 16) av det forsta karnmaterialet omger mellanliggande stycken (17, 18) av det andra karnmaterialet som tacker gtminstone 60 % av arean innanfor kant- styckena (12, 13, 15, 16). Tackskikten (11, 19) ar forbundna med kantstyckena (12, 13, 15, 16) med hjalp av ett brandhardigt lim som tacker gtminstone 5 °A) av tackskiktens (11, 19) area for en skjuvfast forbindning dar tackskikten (11, 19) ligger minst 70 mm frgn varandra med det fOrsta karnmaterialet (12, 13, 15, 16) som distansgivare. SUMMARY Building elements with roof layers (11, 19) connected to opposite sides of a core of a first (12, 13, 14, 15, 16) and second (17, 18) core material. The roof layers (11; 19) comprise at least one stiffening layer with a thickness of at least 5 mm and a modulus of elasticity higher than 3000 MPa. The first core material (12, 13, 14, 15, 16) has a higher modulus of elasticity than the second core material (17, 18), the modulus of elasticity of which is less than 10 MPa. Edge pieces (12, 13, 15, 16) of the first core material surround intermediate pieces (17, 18) of the second core material which cover at least 60% of the area within the edge pieces (12, 13, 15, 16). The roof layers (11, 19) are connected to the edge pieces (12, 13, 15, 16) by means of a refractory adhesive which covers at least 5 ° A) of the area of the roof layers (11, 19) for a shear-resistant connection where the roof layers (11, 19 ) are at least 70 mm apart with the first core material (12, 13, 15, 16) as the distance sensor.
Description
Byggelement med forsta och andra tackskikt och mellanliggande karna TEKNISKT OMRADE Foreliggande uppfinning avser ett byggelement, vilket innefattar gtminstone ett forsta tackskikt och ett andra tackskikt som ar forbundna med motstgende sidor av en mellanliggande karna bestgende av gtminstone ett forsta karnmaterial och ett andra karnmaterial. Byggelennentet kan anvandas i barande bjalklag eller vaggar vid husbyggnation, foretradesvis vid byggnation av mindre hus. TECHNICAL FIELD The present invention relates to a building element which comprises at least a first roof layer and a second roof layer which are connected to opposite sides of an intermediate core consisting of at least one first core material and a second core material. The building element can be used in load-bearing joists or cradles for house construction, preferably for the construction of smaller houses.
UPPFINNINGENS BAKGRUND Olika typer av byggelement med sg kallad sandwichkonstruktion for anvandning i vagg och takkonstruktioner är kanda sedan tidigare. Ett exempel är sandwich-element som bestgr av en karna av polystyren- eller polyuretanskum som ge- nom limning forsetts med tackskikt av metallplgt pg den ena eller bagge si- dorna. En nackdel med denna typ av byggelement är att de snabbt kan forlora sin lastbarande formgga om de utsatts for hoga temperaturer i handelse av brand, eftersom plgtarna borjar bukta sig och karnmaterialet mjuknar eller till och med overggr i gasform sg att sandwichstrukturen kollapsar. BACKGROUND OF THE INVENTION Various types of building elements with so-called sandwich construction for use in cradle and roof constructions are known since before. An example is a sandwich element which consists of a core of polystyrene or polyurethane foam which, through gluing, is continued with a roof layer of metal plated on one or the ram sides. A disadvantage of this type of building element is that they can quickly lose their load-bearing form if they are exposed to high temperatures in the event of a fire, as the plows begin to bend and the core material softens or even becomes gaseous so that the sandwich structure collapses.
I SE 450 020 beskrivs ett byggelement som är avsett att losa det ovannamnda problemet med dglig brandhardighet. Detta byggelement innefattar en skivformig isoleringskarna av polystyren eller liknande material, samt tvg tunna stgliolgtar som tacker isolerskivans sidoytor. En ytterligare skiva, i form av en trafiber- eller gipsskiva eller liknande, är anordnad mellan gtminstone den ena plgten och isolerskivan. Den ytterligare skivan är avsedd att uppratthglla elementets lastbarande formgga under en viss tid dg elementet utsatts for yttre varme och att forhindra bildande av gasfas av karnmaterialet genom att isolera skivan frgn den yttre varmetillforseln och uppta latent varme frgn denna. SE 450 020 describes a building element which is intended to solve the above-mentioned problem of daily fire resistance. This building element comprises a sheet-shaped insulating core of polystyrene or similar material, as well as two thin steel sheets which thank the side surfaces of the insulating sheet. An additional board, in the form of a trafiber or gypsum board or the like, is arranged between at least one plate and the insulating board. The additional disc is intended to maintain the load-bearing shape of the element for a certain time when the element is exposed to external heat and to prevent the formation of a gas phase of the core material by insulating the disc from the external heat supply and absorbing latent heat therefrom.
Denna effekt uppngs genom att skivan delvis forkolnar nar en trafiberskiva an- vands och genom forgngning av kristallvatten nar en gipsskiva anvands. This effect is compensated by the fact that the board partially charred when a transport board is used and by the evaporation of crystal water when a plasterboard is used.
I EP 1 253 257 beskrivs ett forfarande for tillverkning av ett ytelement, for en vagg eller ett golv eller ett tak, som har en annan typ av sandwichkonstruktion. EP 1 253 257 describes a method for manufacturing a surface element, for a cradle or a floor or a roof, which has a different type of sandwich construction.
Det beskrivna forfarandet uppges Ora tillverkning av ytelement i olika storle- kar enklare och billigare och innefattar att ett flertal sandwichsskivor framstalls och varvid fOr framstallning av en sandwichskiva minst en isoleringsskiva pgfors en undre tackskiva och varvid en ovre tackskiva pgfors isoleringsskivan, varvid 1 de separata sandwichskivorna forbinds med varandra over sina sidokanter till en sandwichbana, varefter sandwichbanan sonderskars eller sondershas till de separata ytelementen. Tackskivorna i ytelennenten som tillverkas enligt EP 1 253 257 kan valjas frgn gruppen gipsskivor, traspgnskivor, vermikulitskivor, medan skivor av skummad plast, foretradesvis skumnnad polystyren, anvands som isoleringsskivor. Enligt EP 1 253 257 kan tackskivorna forbindas med isoleringsskivorna med hjalp av ett lim som kan vara ett polyuretanlim och isoleringsskivorna kan vara skilda frgn varandra med hjalp av fOrstarkningsribbor som foretradesvis bestgr av tra. The described method is stated in the manufacture of surface elements in different sizes simpler and cheaper and comprises that a plurality of sandwich discs are produced and wherein for the production of a sandwich disc at least one insulating disc is applied to a lower tack disc and wherein an upper tack disc is applied to the insulating disc, wherein the separate sandwich discs are connected to each other over their side edges to a sandwich web, after which the sandwich web is probed or probed to the separate surface elements. The roofing sheets in the surface element manufactured according to EP 1 253 257 can be selected from the group of gypsum boards, crankshaft boards, vermiculite boards, while boards of foamed plastic, preferably foamed polystyrene, are used as insulation boards. According to EP 1 253 257, the roofing sheets can be connected to the insulating boards with the aid of an adhesive which can be a polyurethane adhesive and the insulating boards can be separated from each other by means of reinforcing ribs which preferably consist of wood.
FOrutom det ovannamnda problemet med dglig brandhardighet har mgriga av de tidigare kanda byggelementen med sandwichkonstruktion nackdelen att de inte har tillracklig hglIfasthet och lastbarande formgga for att kunna anvandas i barande bjalklag eller vaggar utan att anvanda forstarkningsribbor eller mellan- liggande reglar av tra, barverk av metall, eller andra ytterligare stodkonstrukt- loner. Anvandningen av sgclana stodkonstruktioner av tra eller metall okar risken for fortplantning av stomljud i den fardiga byggnaden. In addition to the above-mentioned problem of daily fire resistance, many of the prior art sandwich construction components have the disadvantage that they do not have sufficient strength and load-bearing shape to be used in load-bearing joists or cradles without the use of reinforcing bars or intermediate bars of metal. , or other additional support structures. The use of sgclana standing structures of wood or metal increases the risk of reproduction of frame noise in the finished building.
SAMMANFATTNING AV UPPFINNINGEN Ett forsta syfte med foreliggande uppfinning är darfor att tillhandahglla ett byg- gelement med en forbattrad sandwichkonstruktion, som är barande och inte endast sjalvbarande och som ger byggelementet tillracklig hglIfasthet och lastbarande formgga for att kunna anvandas i lode barande bjalklag och barande vaggar utan riggon ytterligare stodkonstruktion, samtidigt som byggelementet minimerar risken for fortplantning av stomljud och uppfyller de hoga krav ljudisolerande formgga och aven varmeisolerande formgga som stalls vid byggnation av moderna hus. SUMMARY OF THE INVENTION A first object of the present invention is therefore to provide a building element with an improved sandwich construction, which is load-bearing and not only self-supporting and which gives the building element sufficient strength and load-bearing design to be used in solder-bearing beams and load-bearing cradles. riggon additional standing construction, while the building element minimizes the risk of reproduction of frame noise and meets the high requirements of sound-insulating design and also heat-insulating design that is used in the construction of modern houses.
Detta forsta syfte uppngs med ett byggelement enligt patentkrav 1, innefat- tande gtminstone ett forsta tackskikt och ett andra tackskikt som är forbundna med motstgende sidor av en mellanliggande karna bestgende av gtminstone ett forsta karnmaterial och ett andra karnmaterial, varvid det forsta och/eller det andra tackskiktet innefattar ett eller flera forstyvningsskikt med en tjocklek som är gtminstone 5 mm och en elasticitetsmodul som är hogre an 3000 MPa och hogre an elasticitetsmodulerna has namnda karnmaterial, varvid det forsta karnmaterialet har en hogre elasticitetsmodul an elasticitetsmodulen hos det andra karnmaterialet, vilket har en elasticitetsmodul som ar lagre an 10 MPa, varvid den mellanliggande karnan ãr uppbyggd av ett eller flera kantstycken av 2 det forsta karnmaterialet som omger ett eller flera mellanliggande stycken av det andra karnmaterialet, varvid namnda ett eller flera mellanliggande stycken av det andra karnmaterialet tacker gtminstone 60 % av den area som begransas av namnda ett eller flera kantstycken av det forsta karnmaterialet, varvid det fOrsta respektive det andra tackskiktet uppvisar yttre kantomrken som är skjuvfast forbundna med motstgende sidor av namnda ett eller flera kantstycken av det forsta karnnnaterialet med hjalp av ett brandhardigt urn, samt varvid namnda brandhardiga lim tacker gtminstone 5 % av arean has respektive tackskikts ingtvanda yta for att tillhandahglla en skjuvfast forbindning dar det forsta och andra tackskiktet är fixerade p ett aystgnd frgn varandra som är gt- minstone 70 mm via det mellanliggande forsta karnnnaterialet som fungerar som distansgivare. This first object is achieved with a building element according to claim 1, comprising at least one first roof layer and a second roof layer which are connected to opposite sides of an intermediate core consisting of at least one first core material and a second core material, wherein the first and / or the the second core layer comprises one or more stiffening layers with a thickness of at least 5 mm and a modulus of elasticity greater than 3000 MPa and higher than the modulus of elasticity has said core material, the first core material having a higher modulus of elasticity than the modulus of elasticity of the second core material. modulus of elasticity lower than 10 MPa, the intermediate core being made up of one or more edge pieces of the first core material surrounding one or more intermediate pieces of the second core material, said one or more intermediate pieces of the second core material thanking at least 60 % of the area that bounded by said one or more edge pieces of the first core material, the first and the second roof layer, respectively, having outer edge marks which are shearably connected to opposite sides of said one or more edge pieces of the first core material by means of a fire-resistant urn, and wherein said fire-resistant glue tacks at least 5% of the area of the respective roof layer's ingrown surface to provide a shear-resistant connection where the first and second roof layers are fixed at a distance from each other which is at least 70 mm via the intermediate first core material acting as a spacer.
Ett andra syfte med foreliggande uppfinning är att tillhandahglla ett byggele- merit som minskar risken for att en eventuell brand fgr faste i byggelementet och sprider sig mellan olika utrymmen i en byggnad. A second object of the present invention is to provide a building permit which reduces the risk of a possible fire getting stuck in the building element and spreading between different spaces in a building.
Detta andra syfte uppngs med ett byggelement enligt patentkrav 3, dar gtminstone den i byggelementet utgtvanda sidan av det ena eller bgda tackskik- ten uppvisar ett brandhardigt skikt som har battre brandhardighet an ovriga materialskikt i nannnda tackskikt och/eller battre brandhardighet an gtminstone det ena av nannnda karnmaterial. This second object is achieved with a building element according to claim 3, wherein at least the side of one or both roof layers formed in the building element has a fire-resistant layer which has better fire-resistance than other material layers in said roof layer and / or better fire-resistance than at least one of nannnda karnmaterial.
Ett tredje syfte med foreliggande uppfinning är att tillhandahglla ett byggele- ment som minskar risken for att elementets sandwichkonstruktion kollapsar grund av att lastbarande material i karnan mjuknar, overggr i gasform, eller antands vid en brand. A third object of the present invention is to provide a building element which reduces the risk of the sandwich construction of the element collapsing due to load-bearing material in the core softening, becoming gaseous or igniting in the event of a fire.
Detta tredje syfte uppngs med ett byggelement enligt patentkrav 8, dar det forsta karnnnaterialet är ett skummaterial med hog brandhardighet. This third object is achieved with a building element according to claim 8, wherein the first core material is a foam material with high fire hardness.
Ett fjarde syfte med foreliggande uppfinning är att tillhandahglla ett byggelement som minskar risken for att ljud- och varmeisolerande material i karnan antands vid en brand. A fourth object of the present invention is to provide a building element which reduces the risk of sound and heat insulating material in the core igniting in the event of a fire.
Detta fjarde syfte uppngs med ett byggelement enligt patentkrav 11, dar det andra karnmaterialet bestgr av ett eller flera brandhardiga eller brandham- 3 mande material valda Iran gruppen bestaende av glasull, stenull, eller cellulosaull behandlad med flamhammande medel. This fourth object is achieved with a building element according to claim 11, wherein the second core material consists of one or more fire-retardant or fire-retardant materials selected Iran group consisting of glass wool, rock wool, or cellulose wool treated with flame retardants.
Ett femte syfte med foreliggande uppfinning ar att tillhandahalla ett byggele- ment vars sandwichkonstruktion kan bibehalla sin lastbarande formaga tillrack- ligt lange vid en brand. A fifth object of the present invention is to provide a building element whose sandwich construction can maintain its load-bearing shape sufficiently long in the event of a fire.
Detta femte syfte uppnas med ett byggelement enligt patentkrav 12, dar brandhardiga limmet som tillhandahaller den skjuvfasta forbindningen mellan tackskikten och karnmaterialet och/eller mellan skivor som ingar i tackskikten är ett brandhardigt lim med en skjuvhallfasthet som är atminstone 5 MPa vid 110 °C. This fifth object is achieved with a building element according to claim 12, wherein the refractory adhesive which provides the shear-resistant connection between the roof layers and the core material and / or between boards which enter the roof layers is a fireproof adhesive with a shear strength of at least 5 MPa at 110 ° C.
Ett sjatte syfte med foreliggande uppfinning är att tillhandahalla ett byggele- ment med en sandwichkonstruktion som kan tillverkas genom en enkel tillverk- ningsprocess av lattillgangliga material och till en forhallandevis lag total kostnad, men som and bar tillracklig hallfasthet och lastbarande formaga for att anvandas i barande bjalklag eller vaggar och dar tillhandahalla mycket god ljudisoleringsformaga och liten risk for fortplantning av stomljud, hog varmeiso- leringsformaga och god brandhardighet. A sixth object of the present invention is to provide a building element with a sandwich construction which can be manufactured by a simple manufacturing process of readily available materials and at a relatively low total cost, but which had sufficient rigidity and load-bearing shape to be used in bearing. joists or cradles and there provide very good sound insulation design and little risk of reproduction of frame noise, high thermal insulation design and good fire resistance.
Detta sjatte syfte uppnas med ett byggelement enligt patentkrav 19, dar bade det fiksta och andra tackskiktet bestar av dubbla fiberarmerade gipsskivor, dar det forsta karnmaterialet tillhandahalls i form av ribbor av ett PET-skum, dar det andra karnmaterialet tillhandahalls i form av mineralullsskivor och dar de fiberarmerade gipsskivorna och ribborna av PET-skum är hoplimmade med ett brandhardigt polyuretanlim som innehaller minst 30 vikt-0/0 krita. This sixth object is achieved with a building element according to claim 19, wherein both the fixed and second roof layers consist of double fiber-reinforced gypsum boards, where the first core material is provided in the form of ribs of a PET foam, where the second core material is provided in the form of mineral wool boards and where the fiber-reinforced gypsum boards and ribs of PET foam are glued together with a refractory polyurethane adhesive containing at least 30 wt-0/0 chalk.
Ytterligare syften med uppfinningen och de sardrag som gar det mojligt att uppna dessa syften kommer att frannga ur den efterfoljande beskrivningen. Additional objects of the invention and the features which make it possible to achieve these objects will become apparent from the following description.
KORTFATTAD BESKRIVNING AV RITNINGARNA Uppfinningen kommer i det foljande att beskrivas genom ett antal olika utforingsformer med hanvisning till de bilagda ritningarna, varvid figur 1 är en schematisk perspektivvy av ett byggelement enligt en fore- dragen utforingsform av uppfinningen, dar olika stycken av karnmaterial har indikerats med streckade linjer, 4 figur 2 är en schematisk perspektivvy av de forsta respektive andra tackskikt och de stycken av fOrsta respektive andra karnmaterial som ska limmas ihop for att framstalla byggelementet enligt utforingsformen visad i figur 1, figur 3 ar en schematisk planvy som illustrerar placeringen av de fOrsta respektive andra karnmaterialen inuti karnan hos byggelementet enligt utfo- ringsformen visad i figur 1, samt figur 4 är en beskuren snittvy, sedd i byggelementets langdriktning, av byggelementet enligt utfOringsformen visad i figur 1, dar det framggr att tackskikten utanpg den mellanliggande karnan bestgr av tvg hoplimmade forstyv- ningsskikt av skivmaterial. BRIEF DESCRIPTION OF THE DRAWINGS The invention will be described in the following by a number of different embodiments with reference to the accompanying drawings, wherein figure 1 is a schematic perspective view of a building element according to a preferred embodiment of the invention, where different pieces of core material have been indicated with dashed lines, 4 figure 2 is a schematic perspective view of the first and second roof layers and the pieces of first and second core material to be glued together to produce the building element according to the embodiment shown in figure 1, figure 3 is a schematic plan view illustrating the placement of the the first and second core materials inside the core of the building element according to the embodiment shown in figure 1, and figure 4 is a cropped sectional view, seen in the longitudinal direction of the building element, of the building element according to the embodiment shown in figure 1, where it appears that the roof layers outside the intermediate core consist of tvg glued together stiffenings layer of sheet material.
BESKRIVNING AV UTFORINGSFORMER AV UPPFINNINGEN I det foljande kommer ett antal utforingsformer av ett byggelernent enligt uppfinningen att beskrivas mera detaljerat med hanvisning till de bilagda figurerna 1-4. DESCRIPTION OF EMBODIMENTS OF THE INVENTION In the following, a number of embodiments of a building element according to the invention will be described in more detail with reference to the appended figures 1-4.
Figur 1 ar en schematisk perspektivvy av ett byggelement enligt en fOredragen utforingsform av uppfinningen, figur 2 ar en schematisk perspektivvy av tackskikt och stycken av fOrsta respektive andra karnmaterial som ska limmas ihop for att forma byggelementet, figur 3 ar en schematisk planvy som illustrerar placeringen av karnnnaterialen inuti karnan, samt figur 4 ar en beskuren snittvy, sedd i byggelementets langdriktning, dar det framggr att tackskikten utanpg karnan bestgr av tvg hoplimmade fOrstyvningsskikt av skivmaterial i den visade utforingsformen. Figure 1 is a schematic perspective view of a building element according to a preferred embodiment of the invention, Figure 2 is a schematic perspective view of roof layers and pieces of first and second core materials to be glued together to form the building element, Figure 3 is a schematic plan view illustrating the location of the core materials inside the core, and figure 4 is a cropped sectional view, seen in the longitudinal direction of the building element, where it appears that the roof layers outside the core consist of two glued stiffening layers of sheet material in the embodiment shown.
Sgsom framggr av figurerna innefattar byggelementet 10 enligt uppfinningen gtminstone ett forsta tackskikt 11 och ett andra tackskikt 19 som Jr forbundna med motstgende sidor av en mellanliggande karna bestgende av gtminstone ett fOrsta karnmaterial 12, 13, 14, 15, 16 och ett andra karnmaterial 17, 18. As can be seen from the figures, the building element 10 according to the invention comprises at least a first roof layer 11 and a second roof layer 19 which are connected to opposite sides of an intermediate core consisting of at least a first core material 12, 13, 14, 15, 16 and a second core material 17, 18.
Det fOrsta 11 och/eller det andra tackskiktet 19 innefattar, sgsom illustreras i figur 4, ett eller flera forstyvningsskikt 11', 11"; 19'; 19" med en tjocklek som ar gtminstone 5 mm och en elasticitetsmodul som ar hogre an 3000 MPa och hogre an elasticitetsmodulerna hos karnmaterialen 12, 13, 14, 15, 16; 17, 18, Det forsta karnmaterialet 12, 13, 14, 15, 16 har en hogre elasticitetsmodul an elasticitetsmodulen hos det andra karnmaterialet 17, 18, vilket har en elasticitetsmodul som ar lagre an 10 MPa. Det fOrsta karnmaterialet har sgledes en elasticitetsmodul som ligger mellan elasticitetsmodulerna hos det andra karnmaterialet respektive hos forstyvningsskikten och är avsett att samverka med forstyvningsskikten for att ge byggelementet hog skjuvhglIfasthet och lastbarande formgga, nnedan det andra karnmaterialet har en mycket Igg elastici- tetsmodul och är avsett att ge byggelementet god ljudisolerings- och varmeiso- leringsformgga. The first 11 and / or the second roof layer 19 comprises, as illustrated in Figure 4, one or more stiffening layers 11 ', 11 "; 19'; 19" with a thickness of at least 5 mm and a modulus of elasticity greater than 3000 MPa and higher than the modulus of elasticity of the core materials 12, 13, 14, 15, 16; 17, 18, The first core material 12, 13, 14, 15, 16 has a higher modulus of elasticity than the modulus of elasticity of the second core material 17, 18, which has a modulus of elasticity lower than 10 MPa. The first core material thus has a modulus of elasticity which lies between the modulus of elasticity of the second core material and of the stiffening layers, respectively, and is intended to co-operate with the stiffening layers to give the building element high shear strength and load-bearing shape. give the building element a good sound insulation and thermal insulation design.
Sgsom framggr av figur 2 är den mellanliggande karnan uppbyggd av ett eller flera kantstycken 12, 13, 15, 16 av det forsta karnmaterialet som omger ett eller flera mellanliggande stycken 17, 18 av det andra karnmaterialet, varvid namnda ett eller flera mellanliggande styckena 17, 18 av det andra karnmaterialet tacker gtminstone 60 °/0 av den area som begransas av namnda ett eller flera kantstycken 12, 13, 15, 16 av det forsta karnmaterialet. Det har visat sig att en sgdan utformning av karnan ger byggelementet god ljudisoleringsfor- raga och minimal fortplantning av stomljud. As shown in Figure 2, the intermediate core is made up of one or more edge pieces 12, 13, 15, 16 of the first core material surrounding one or more intermediate pieces 17, 18 of the second core material, said one or more intermediate pieces 17, 18 of the second core material owes at least 60 ° / o of the area bounded by said one or more edge pieces 12, 13, 15, 16 of the first core material. It has been shown that such a design of the karnan gives the building element good sound insulation and minimal reproduction of frame noise.
Sgsom ocksg framggr av figur 2 uppvisar det forsta 11 respektive det andra tackskiktet 19 yttre kantomrgden 20, 21, 22, 23; 24, 25, 26, 27 som är skjuvfast forbundna med motstSende sidor av namnda ett eller flera kantstycken 12, 13, 15, 16 av det forsta karnmaterialet med hjalp av ett brandhardigt lim (ej visat i figurerna). Det brandhardiga limmet tacker gtminstone 5 % av arean hos respektive tackskikts (11, 19) ingtvanda yta 20, 21, 22, 23; 24, 25, 26, 27 for att tillhandahglla en skjuvfast forbindning dar det f6rsta 11 och andra tackskiktet 19 är fixerade pg ett avstgnd frgn varandra som är gtminstone 70 mm via det mellanliggande forsta karnmaterialet 12, 13, 15, 16 som fungerar som di- stansgivare. Det forsta karnmaterialet behover naturligtvis tacka mera an namnda 5 Wo. Det har visat sig att det kravs att det brandhardiga limmet tacker Stminstone 5 % av namnda area for att byggelementets sandwichstruktur ska behglla sin lastbarande form5ga tillrackligt lange vid en brand och att det kravs ett avstgnd mellan tackskikten om gtminstone 70 mm for att ge byggelemen- tets sandwichstruktur tillrackligt hog skjuvhglIfasthet och lastbarande formgga for den avsedda anvandningen. As can also be seen from Figure 2, the first 11 and the second roof layer 19, respectively, have an outer edge area 20, 21, 22, 23; 24, 25, 26, 27 which are slidably connected to opposite sides of said one or more edge pieces 12, 13, 15, 16 of the first core material by means of a refractory adhesive (not shown in the figures). The refractory adhesive covers at least 5% of the area of the ingrown surface 20, 21, 22, 23 of the respective roof layer (11, 19); 24, 25, 26, 27 to provide a shear bond where the first 11 and second roof layers 19 are fixed at a distance of at least 70 mm from each other via the intermediate first core material 12, 13, 15, 16 which acts as a diaphragm. punch sensor. The first core material, of course, needs more thanks to the said 5 Wo. It has been found that the fire-retardant adhesive requires at least 5% of said area for the sandwich structure of the building element to retain its load-bearing shape sufficiently long in the event of a fire and that a distance between the roof layers of at least 70 mm is required to give the building element sandwich structure sufficiently high shear strength and load-bearing design for the intended use.
For att ge byggelementet 10 annu battre lastbarande formgga innefattar det, sgsom framggr av figur 2, fOretradesvis dessutom gtminstone ett, i forhgllande till namnda kantstycke(n) 12, 13, 15, 16 och namnda tackskikt 11, 19, inre stycke 14 av det forsta karnmaterialet som är anordnat mellan gtminstone tvg av namnda mellanstycken 17, 18 av det andra karnmaterialet, varvid namnda 6 forsta 11 respektive namnda andra tJckskikt 19 dessutom uppvisar, i forhgllande till namnda yttre kantomrgden 20, 21, 22, 23; 24, 25, 26, 27, inre omrgden 28; 29 som Jr skjuvfast forbundna med motstgende sidor av namnda gtminstone ena mellanstycke 14 av det forsta kJrnmaterialet med hjalp av namnda brandhardiga Um. Stycken eller ribbor av det forsta karnmaterialet till- handahglls sgledes foretradesvis langs kanterna av hela byggelementet och inuti karnan, t.ex. med ett c-c-avstgnd om 600 mm, men aven runt eventuella urtagningar i byggelementet for fonster, dorrar eller andra andamjl. In order to give the building element 10 an even better load-bearing shape, as shown in Figure 2, it further preferably comprises at least one, in relation to said edge piece (s) 12, 13, 15, 16 and said roof layer 11, 19, inner piece 14 of the the first core material arranged between at least two of said intermediate pieces 17, 18 of the second core material, said 6 first 11 and said second thick layer 19 also having, in relation to said outer edge area 20, 21, 22, 23; 24, 25, 26, 27, inner regions 28; 29 which are slidably connected to opposite sides of said gt at least one intermediate piece 14 of the first core material by means of said fire-resistant Um. Pieces or ribs of the first core material are thus preferably provided along the edges of the entire building element and inside the core, e.g. with a c-c distance of 600 mm, but also around any recesses in the building element for windows, doors or other duck mail.
I en foredragen utforingsform, illustrerad i figur 4, uppvisar gtminstone den i byggelementet 10 utkvanda sidan av det ena eller [Ada tackskikten 11, 19 ett brandhardigt skikt 11', 19' som har battre brandhardighet an ovriga materialskikt i namnda tackskikt och/eller battre brandh6rdighet an gtminstone det ena av n6mnda karnmaterial 12, 13, 14, 15, 16. En skan utformning minskar ris- ken for att en eventuell brand fgr faste i byggelementet. In a preferred embodiment, illustrated in Figure 4, at least the side of one or [Ada roof layers 11, 19 extending into the building element 10 has a fire-resistant layer 11 ', 19' which has better fire resistance than other material layers in said roof layers and / or batters. fire resistance of at least one of the mentioned core materials 12, 13, 14, 15, 16. A clean design reduces the risk of a possible fire getting stuck in the building element.
Det forsta 11 och/eller andra tackskiktet 19 bestgr fordelaktigt av flera med varandra skjuvfast hoplinnmade skivor 11', 11"; 19', 19" av likadana eller olika skivmaterial. En sgdan utformning ger en mojlighet att optimera byggelemen- tets egenskaper for olika till6mpningar och att anvanda billigare skivmaterial i det ena eller !Ada tackskikten nar byggelementet Jr avsett for mindre kravande tillampningar. The first 11 and / or the second thank-you layer 19 advantageously consists of several discs 11 ', 11 "; 19', 19" of identical or different disc materials. Such a design makes it possible to optimize the properties of the building element for different applications and to use cheaper board material in one or more of the roof layers when the building element is intended for less demanding applications.
I en fOredragen utforingsform bestgr den i byggelementet 10 utgtvanda sidan 11'; 19' av det forsta 11 och/eller andra tackskiktet 19 av ett skivmaterial valt frgn gruppen bestgende av gipsskivor, fiberarmerade gipsskivor, och fibercennentskivor. Ett sgclant materialval ger byggelementet god brandhardighet. In a preferred embodiment, it consists in the building element 10 of the extruded side 11 '; 19 'of the first 11 and / or second roof layer 19 of a sheet material selected from the group consisting of gypsum boards, fiber-reinforced gypsum boards, and fiber cennent boards. A sgclant material choice gives the building element good fire resistance.
I en fordelaktig utforingsform bestgr den i byggelementet 10 utgtvanda sidan 11'; 19' av det forsta 11 och/eller andra tackskiktet 19 av ett skivmaterial som enbart innealer oorganiskt material. Ett sgdant materialval minskar risken for mogeltillvaxt om byggelementet ska anvandas i fuktiga utrynnmen. In an advantageous embodiment, it consists in the building element 10 of the extruded side 11 '; 19 'of the first 11 and / or the second roof layer 19 of a sheet material which only inneals inorganic material. Such a choice of material reduces the risk of mature growth if the building element is to be used in damp areas.
I en annan utforingsform bestgr den i byggelementet 10 ingtvanda sidan 11"; 19" av det forsta 11 och/eller andra tackskiktet 19 av ett skivmaterial valt frgn gruppen bestgende av gipsskivor, fiberarmerade gipsskivor, fibercementskivor, trafiberskivor eller plywood. Denna utforingsform gOr det mojligt att tillverka 7 byggelement med olika egenskaper och materialkostnad med anvandning av tat tillgangliga skivmaterial. In another embodiment, the side 11 "; 19" embedded in the building element 10 consists of the first 11 and / or second roof layer 19 of a sheet material selected from the group consisting of gypsum boards, fiber-reinforced gypsum boards, fiber-cement boards, fiberboard or plywood. This embodiment makes it possible to manufacture 7 building elements with different properties and material costs using tat available board materials.
I en foredragen utforingsform av byggelementet 10 enligt uppfinningen ar det forsta karnmaterialet 12, 13, 14, 15, 16 ett skummaterial med hog brandhar- dighet. Ett sgclant materialval minskar risken for att elementets sandwichkonstruktion kollapsar pg grund av att det lastbarande materialet i karnan mjuknar, overggr i gasform, eller antands vid en brand. Det forsta karnmaterialet 12, 13, 14, 15, 16 best& foretradesvis av ett eller flera material valda frgn gruppen bestgende av PET-skum, PVC-skum och glasskum. Sgdana material ar kommersiellt tillgangliga. In a preferred embodiment of the building element 10 according to the invention, the first core material 12, 13, 14, 15, 16 is a foam material with high fire resistance. Such a choice of material reduces the risk of the element's sandwich construction collapsing due to the load-bearing material in the core softening, turning into gaseous form, or igniting in the event of a fire. The first core material 12, 13, 14, 15, 16 is preferably composed of one or more materials selected from the group consisting of PET foam, PVC foam and glass foam. Such materials are commercially available.
I byggelementet 10 enligt uppfinningen best& det andra karnmaterialet 17, 18 foretradesvis av ett eller flera porosa material av losa eller lost sammanbundna organiska och/eller oorganiska fibrer. I en foredragen utforingsform best& det andra karnmaterialet 17, 18 av ett eller flera brandhardiga eller brandhammande material valda frgn gruppen bestgende av glasull, stenull, eller cellulosaull behandlad med flamhammande medel. Ett sgclant materialval minskar risken for att det ljud- och varmeisolerande materialet i karnan antands vid en brand. In the building element 10 according to the invention, the second core material 17, 18 preferably consists of one or more porous materials of loose or loosely bonded organic and / or inorganic fibers. In a preferred embodiment, the second core material 17, 18 consists of one or more refractory or fire retardant materials selected from the group consisting of glass wool, rock wool, or cellulose wool treated with flame retardants. A so-called choice of material reduces the risk of the sound and heat-insulating material in the core igniting in the event of a fire.
I en foredragen utforingsform av byggelementet 10 enligt uppfinningen ar det brandhardiga limmet som tillhandahglIer den skjuvfasta forbindningen mellan tackskikten 11; 19 och karnmaterialet 12, 13, 14, 15, 16 och/eller mellan ski- vor 11', 11"; 19', 19" som inggr i tackskikten ett brandhardigt lim med en skjuvhglIfasthet som ar gtminstone 5 MPa vid 110 °C. Ett sgdant val av lirn ger ett byggelement vars sandwichkonstruktion kan bibehglla sin lastbarande for-Aga tillrackligt lange vid en brand. I en annu mera fordelaktig utforingsform ar det brandhardiga limmet ett brandhardigt lim som behglIer en skjuvhglIfast- het om gtminstone 2 MPa upp till gtminstone 130 °C. In a preferred embodiment of the building element 10 according to the invention, the refractory adhesive which provides the shear-resistant connection between the roof layers 11; 19 and the core material 12, 13, 14, 15, 16 and / or between discs 11 ', 11 "; 19', 19" which form in the roof layers a refractory adhesive with a shear strength of at least 5 MPa at 110 ° C. Such a choice of lirn provides a building element whose sandwich construction can maintain its load-bearing for-Aga sufficiently long in the event of a fire. In an even more advantageous embodiment, the refractory adhesive is a refractory adhesive which has a shear strength of at least 2 MPa up to at least 130 ° C.
Det brandhardiga limmet som tillhandahglIer den skjuvfasta forbindningen melIan tackskikten 11, 19 och karnmaterialet 12, 13, 14, 15, 16 och/eller mellan skivor 11', 11"; 19', 19" som inggr i tackskikten är foretradesvis ett brandhar- digt lim valt frgn gruppen bestgende av polyuretanlim med flamharnrnande fyllmedel och cementbaserat lim. I en fOredragen utforingsform ar det brandhardiga limmet ett brandhardigt polyuretanlirn som innehglIer minst 30 vikt-% flamhammande fyllmedel, annu mera fordelaktigt minst 50-vikt % flamham- 8 mande fyllmedel. Det flamhammande fyllmedlet ar foretradesvis kalciumkarbonat, sarskilt fordelaktigt i form av krita, eller kalciumsulfat i form av gips som har en brandhammande formgga tack vare kristallvatten, men man kan aven tanka sig andra flamhammande fyllmedel, sgsom talk, sand, mm. The refractory adhesive which provides the shear-resistant connection between the roof layers 11, 19 and the core material 12, 13, 14, 15, 16 and / or between sheets 11 ', 11 "; 19', 19" which is included in the roof layers is preferably a fire-resistant glue selected from the group consisting of polyurethane glue with flame retardant filler and cement-based glue. In a preferred embodiment, the refractory adhesive is a refractory polyurethane liner containing at least 30% by weight of flame retardant filler, more advantageously at least 50% by weight of flame retardant filler. The flame retardant filler is preferably calcium carbonate, especially advantageous in the form of chalk, or calcium sulphate in the form of gypsum which has a fire-retardant shape thanks to crystal water, but other flame retardant fillers, such as talc, sand, etc. can also be considered.
I en forsta sarskilt fordelaktig utforingsform av uppfinningen ger det forsta 11 tackskiktet, det mellanliggande karnmaterialet 12, 13, 14, 15, 16, det andra tackskiktet 19 och de mellanliggande skjuvfasta brandhardiga limskikten byggelementet 10 en totaltjocklek om gtminstone 100 mm for anvandning som ett vaggelement. In a first particularly advantageous embodiment of the invention, the first 11 roof layer, the intermediate core material 12, 13, 14, 15, 16, the second roof layer 19 and the intermediate shear-resistant refractory adhesive layers give the building element 10 a total thickness of at least 100 mm for use as a cradle element. .
I en andra sarskilt fordelaktig utforingsform av uppfinningen ger det forsta 11 tackskiktet, det mellanliggande karnmaterialet 12, 13, 14, 15, 16, det andra tackskiktet 19 och de mellanliggande skjuvfasta brandhardiga limskikten byg- gelementet 10 en totaltjocklek om gtminstone 150 mm for anvandning som ett bjalklagselement. In a second particularly advantageous embodiment of the invention, the first 11 roof layer, the intermediate core material 12, 13, 14, 15, 16, the second roof layer 19 and the intermediate shear-resistant refractory adhesive layers give the building element 10 a total thickness of at least 150 mm for use as a floor element.
I en sarskilt foredragen utforingsform av byggelementet enligt uppfinningen best& lode det forsta 11 och andra tackskiktet 19 av dubbla fiberarmerade gipsskivor 11', 11"; 19', 19". Det forsta karnmaterialet tillhandahglls i form av ribbor 12, 13, 14, 15, 16 av ett PET-skum, medan det andra karnmaterialet tillhandahglls i form av mineralullsskivor 17, 18. De fiberarmerade gipsskivorna 11', 11"; 19', 19" och ribborna 12, 13, 14, 15, 16 av PET-skunn ar hoplimmade med ett brandhardigt polyuretanlim som innehglIer minst 30 vikt-% krita. Ett sgclant byggelement har en sandwichkonstruktion som kan tillverkas genom en enkel tillverkningsprocess med nggra f processteg. I sitt enklaste utforande kan processen exempelvis innefatta tillskarning av tackskikt och stycken av karnmaterial utggende frgn kommersiellt tillgangliga skivmaterial respektive skummaterial, utlaggning av forsta tackskikt, applicering av brandhardigt urn, utplacering av stycken av forsta respektive andra karnmaterial i onskat mons- ter, limapplicering, pgforande av andra tackskikt, torkning/hardning av det brandhardiga limmet, samt eventuellt renskarning eller annan slutbehandling av byggelementet. Processtegen kan vara vasentligen manuella eller automatiserade i onskad grad. Sandwichkonstruktionen enligt uppfinningen bestgr av lattillgangliga material som sammantaget betingar en forhgllandevis Igg total kostnad, men ger and byggelementet en tillracklig hglIfasthet och lastbarande formgga for att anvandas i barande bjalklag eller vaggar och kan dar tillhanda- 9 hglla mycket god ljudisoleringsformgga och liten risk for fortplantning av stomljud, hog varmeisoleringsformha och god brandhardighet. In a particularly preferred embodiment of the building element according to the invention, the first 11 and the second roof layer 19 consisted of double fiber-reinforced gypsum boards 11 ', 11 "; 19', 19". The first core material is provided in the form of ribs 12, 13, 14, 15, 16 of a PET foam, while the second core material is provided in the form of mineral wool boards 17, 18. The fiber-reinforced gypsum boards 11 ', 11 "; 19', 19" and the PET, sheet, ribs 12, 13, 14, 15, 16 are glued together with a refractory polyurethane adhesive containing at least 30% by weight of chalk. A sgclant building element has a sandwich construction that can be manufactured through a simple manufacturing process with a few process steps. In its simplest embodiment, the process may include, for example, cutting of roof layers and pieces of core material from commercially available board materials and foam materials, laying of first roof layers, application of refractory urn, placement of pieces of first and second core materials in the desired stand, glue application, glue application of other roofing layers, drying / hardening of the fire-resistant glue, as well as possible cleaning or other finishing of the building element. The process steps can be essentially manual or automated to the desired degree. The sandwich construction according to the invention consists of readily available materials which together require a relatively low total cost, but gives the building element a sufficient strength and load-bearing shape for use in load-bearing joists or rocks and can provide very good sound insulation design and little risk of propagation. frame sound, high thermal insulation shape and good fire resistance.
FOreliggande uppfinning har i det ovanstgende beskrivits med hjalp av ett antal olika utforingsformer och med hanvisning till de bilagda ritningarna. Det mgste dock inses att uppfinningen inte är begransad till de beskrivna utforingsformerna och till vad som visas pg ritningarna, utan att man aven kan tanka sig andra utforingsformer inom ramen for uppfinningen som den definieras av de efterfoljande patentkraven. 10 The present invention has been described above with the aid of a number of different embodiments and with reference to the accompanying drawings. It should be understood, however, that the invention is not limited to the embodiments described and to what is shown in the drawings, but that other embodiments within the scope of the invention as defined by the appended claims may also be considered. 10
Claims (19)
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SE1300583A SE537477C2 (en) | 2013-09-06 | 2013-09-06 | Building elements with first and second cover layers and intermediate core |
| NO14841574A NO3042003T3 (en) | 2013-09-06 | 2014-09-01 | |
| EP14841574.8A EP3042003B1 (en) | 2013-09-06 | 2014-09-01 | Building element with first and second cover layers and intermediate core having two different materials |
| DK14841574.8T DK3042003T3 (en) | 2013-09-06 | 2014-09-01 | BUILDING ELEMENT WITH A FIRST AND SECOND COVERAGE AND AN INTERNAL CORE OF TWO DIFFERENT MATERIALS |
| PCT/SE2014/000109 WO2015034409A1 (en) | 2013-09-06 | 2014-09-01 | Building element with first and second cover layers and intermediate core |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SE1300583A SE537477C2 (en) | 2013-09-06 | 2013-09-06 | Building elements with first and second cover layers and intermediate core |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| SE1300583A1 SE1300583A1 (en) | 2015-03-07 |
| SE537477C2 true SE537477C2 (en) | 2015-05-12 |
Family
ID=52628738
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SE1300583A SE537477C2 (en) | 2013-09-06 | 2013-09-06 | Building elements with first and second cover layers and intermediate core |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP3042003B1 (en) |
| DK (1) | DK3042003T3 (en) |
| NO (1) | NO3042003T3 (en) |
| SE (1) | SE537477C2 (en) |
| WO (1) | WO2015034409A1 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FI128853B (en) * | 2019-07-05 | 2021-01-29 | Taipale Johanna | Construction element |
| NL2027647B1 (en) * | 2021-02-25 | 2022-09-20 | Van Mensvoort Beheer B V | Insulation panel for acoustic and/or thermal insulation, assembly, and method |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2044626A1 (en) * | 1969-03-20 | 1971-02-26 | Matra Engins | Composite building panel with an incombust - ible foam core between tough flame resistant |
| DE2729232A1 (en) * | 1977-06-29 | 1979-01-11 | Ihlefeld Karl Helmut | Light fireproof insulated composite load-bearing sandwich panel - has mineral fibre strip layer covering frame and holding one covering layer |
| FR2517724A1 (en) * | 1981-12-04 | 1983-06-10 | Francon Cie Ets | INSULATING PANEL AND METHOD FOR MANUFACTURING THE SAME |
| DE3328092A1 (en) * | 1983-06-16 | 1984-12-20 | Eugen Christoph Schleitheim Gonon | Panel for insulating roofs, floors, wall surfaces or the like |
| DE4122964C2 (en) * | 1991-07-11 | 1993-12-09 | Leif Thomsen | Fire resistant plate |
| DE29513784U1 (en) * | 1995-08-28 | 1995-10-26 | PURschaum und Holz GmbH, 09648 Mittweida | Composite panel element |
| US6182407B1 (en) * | 1998-12-24 | 2001-02-06 | Johns Manville International, Inc. | Gypsum board/intumescent material fire barrier wall |
| JP4766810B2 (en) * | 1999-10-08 | 2011-09-07 | ミルウォーキー・コンポジッツ・インコーポレーテッド | Panel using pre-cured reinforced core and manufacturing method thereof |
| GB2399538B (en) * | 2003-03-18 | 2006-02-15 | Intelligent Engineering | Improved structural sandwich plate members |
| CA2615783C (en) * | 2005-07-27 | 2012-05-01 | Milwaukee Composites, Inc. | Fire retardant panel apparatus and method of making and using same |
| ES2616352T3 (en) * | 2010-12-21 | 2017-06-12 | Milwaukee Composites, Inc. | Panel with heated layer |
-
2013
- 2013-09-06 SE SE1300583A patent/SE537477C2/en not_active IP Right Cessation
-
2014
- 2014-09-01 EP EP14841574.8A patent/EP3042003B1/en active Active
- 2014-09-01 NO NO14841574A patent/NO3042003T3/no unknown
- 2014-09-01 WO PCT/SE2014/000109 patent/WO2015034409A1/en active Application Filing
- 2014-09-01 DK DK14841574.8T patent/DK3042003T3/en active
Also Published As
| Publication number | Publication date |
|---|---|
| DK3042003T3 (en) | 2018-05-22 |
| EP3042003A1 (en) | 2016-07-13 |
| NO3042003T3 (en) | 2018-07-07 |
| WO2015034409A1 (en) | 2015-03-12 |
| EP3042003B1 (en) | 2018-02-07 |
| EP3042003A4 (en) | 2016-08-24 |
| SE1300583A1 (en) | 2015-03-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US10024057B2 (en) | Construction panel system and methods of assembly thereof | |
| US8347575B2 (en) | Lightweight acoustical flooring underlayment | |
| US20140069040A1 (en) | Contruction panel system and methods of assembly thereof | |
| US20050247021A1 (en) | Mold resistant exterior wall assembly | |
| US10731341B2 (en) | Floor assemblies, methods for their manufacture, and the use of such assemblies in a building | |
| JP4241767B2 (en) | Exterior wall structure of reinforced concrete exterior insulation building with breathable insulation composite panel | |
| SE537477C2 (en) | Building elements with first and second cover layers and intermediate core | |
| JP4480181B2 (en) | Outer insulation structure of wooden building | |
| JP6497922B2 (en) | Outer insulation and fireproof outer wall structure of wooden building | |
| JP4366383B2 (en) | Outer wall structure with wooden outer insulation | |
| JP4743908B2 (en) | Exterior wall structure of breathable exterior insulation of wooden buildings | |
| JP2007126828A (en) | Heat insulating panel, and exterior wall structure using it | |
| KR101375028B1 (en) | the insulation complex panel with structural wood and the construct method of wall therewith | |
| US20050050821A1 (en) | Roofing element | |
| ITMI20111275A1 (en) | METHOD FOR REALIZING AN INSULATING COVER FOR EXTERNAL WALLS OF BUILDINGS AND SUPPORTING ELEMENT FOR THE INSTALLATION OF THIS COVER | |
| JP2009030226A (en) | Ventilation construction method for exterior wall | |
| KR102484621B1 (en) | Architectural prefabricated Panel | |
| CN102808457A (en) | Insulation structure of a wooden construction | |
| JP2008291501A (en) | Exterior wall structure of outside-heat-insulated building of reinforced concrete construction, and construction method for exterior wall | |
| JP4435046B2 (en) | Fireproof outer wall structure in the wooden frame construction method | |
| JP2006307459A (en) | Partition wall body | |
| JP3102259U (en) | Air layer film integrated construction material | |
| Hafiza et al. | A Review on construction process of Ferrocement sandwich panel: Instigating an orderly approach in Bangladesh | |
| Kamel et al. | Review of Building Science Application in Selected DOE Race to Zero Student Design Competition Projects | |
| JP2024129842A (en) | Exterior wall panels and buildings |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| NUG | Patent has lapsed |