EP2602392B1 - Composite plate - Google Patents
Composite plate Download PDFInfo
- Publication number
- EP2602392B1 EP2602392B1 EP12195731.0A EP12195731A EP2602392B1 EP 2602392 B1 EP2602392 B1 EP 2602392B1 EP 12195731 A EP12195731 A EP 12195731A EP 2602392 B1 EP2602392 B1 EP 2602392B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- composite panel
- sealing
- composite
- sealing strip
- panel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000002131 composite material Substances 0.000 title claims description 115
- 238000007789 sealing Methods 0.000 claims description 133
- 239000006260 foam Substances 0.000 claims description 41
- 230000035699 permeability Effects 0.000 claims description 20
- 239000011148 porous material Substances 0.000 claims description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 238000009792 diffusion process Methods 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 230000000295 complement effect Effects 0.000 claims description 5
- 238000010276 construction Methods 0.000 claims description 5
- 238000012360 testing method Methods 0.000 claims description 5
- 229920005830 Polyurethane Foam Polymers 0.000 description 8
- RZVAJINKPMORJF-UHFFFAOYSA-N Acetaminophen Chemical compound CC(=O)NC1=CC=C(O)C=C1 RZVAJINKPMORJF-UHFFFAOYSA-N 0.000 description 4
- 230000003111 delayed effect Effects 0.000 description 4
- 238000011084 recovery Methods 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 238000005187 foaming Methods 0.000 description 3
- 238000005470 impregnation Methods 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 206010023230 Joint stiffness Diseases 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000003776 cleavage reaction Methods 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010924 continuous production Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 210000003746 feather Anatomy 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
- 229920006255 plastic film Polymers 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 230000007017 scission Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Images
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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
-
- 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
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
-
- 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
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
- E04C2/526—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits with adaptations not otherwise provided for, for connecting, transport; for making impervious or hermetic, e.g. sealings
- E04C2/528—Impervious or hermetic panels not otherwise provided for
-
- 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
- E04C2002/001—Mechanical features of panels
- E04C2002/004—Panels with profiled edges, e.g. stepped, serrated
Definitions
- the invention relates to a composite panel, which is suitable in conjunction with similar composite panels in a slab level for creating a wall, wall paneling or wall covering or a roof or a roof covering, on at least two opposite edges mutually complementary connection means for connection to adjacent composite panels and with the same in each case with formation of a gap with a sealing against air and / or moisture labyrinth is connectable, wherein for sealing the gap at least at one edge of the composite plate, a sealing tape is arranged fixed in position.
- a labyrinth is understood as a constructive measure, by means of which the gap profile deflects at least in a region in the longitudinal direction of the edge.
- the labyrinth has at least one side wall which projects through a cleavage plane which is at least approximately perpendicular to the plane of the plate.
- the gap can be shielded by the side wall to the outside.
- the sidewall is formed, for example, by a protrusion that extends from the composite panel away from the edge and the adjacent composite panel under cover of the gap overlaps the outside.
- the cover of the gap to the outside is usually on both outer sides of the composite plate.
- the air permeability of the closed-cell foam can be virtually zero or under test conditions can not be measured, optionally greater than or equal to 1-2 l / m2 sec, or greater / equal to 3-5 l / m 2 sec, for example greater than or equal to 10 Be 15 l / m 2 sec.
- the aforementioned air permeability values can also have all intermediate values, in particular those which are in one-step increments exceed the above-mentioned lower limits of 100 l / m 2 sec or 150 l / m 2 sec to preferably 600 l / m 2 sec or the abovementioned upper limits of 75 l / m 2 sec, 50 l / m 2 sec or 30 l / m 2 sec down to 5 l / m2 sec below.
- the term open-porosity is used interchangeably with the term open-cell or closed-cell.
- the air impermeability of the second weather strip may be further increased.
- an air-impermeable layer may be provided, in particular between the two sealing strips.
- the sealing strips can be glued to one another, for example, on their narrow longitudinal sides facing one another.
- the two strips are unglued on mutually facing longitudinal sides.
- Increased moisture impermeability can be achieved, for example, by delayed recovery of the first and / or second sealing strip. This delayed recovery can be achieved for example by impregnation of the relevant weather strip before using the composite panel
- the sealing tape is preferably permeable to water vapor diffusion.
- the gap between adjacent composite panels is permeable to water vapor diffusion as a whole.
- the water vapor diffusion (WDD) resistance of the second weather strip (9.2) is greater than that of the first weather strip (9.1) upon compression of the weather strip to 40% of its fully relaxed state by a factor of 1.5 to 1,000 or 2,500.
- the WDD resistance of the second weather strip is preferably larger than that of the first strip by a factor of ⁇ 2-3 or a factor of 10 5-10, for example, by a factor of 50-100 or 200-500 or more.
- the sealing tape can extend over the entire length of the edge. Both sealing strips can be at least partially abutting each other and / or at least partially overlapping arranged in mounting position in the composite panel on the longitudinal sides facing. To avoid thickening in the region of the overlap, the overlapping edges of the sealing strips may be chamfered. The overlaps can create another air barrier.
- the two sealing strips may rest against each other to form a gusset or to form a Cavity overlap at least in sections. In both cases, an additional heat-insulating cavity can be created in the gasket layer.
- the two mutually facing narrow sides of the two sealing strips are preferably not glued together, particularly preferably not partially, which has significant manufacturing advantages but especially in view of the comparatively small height of the sealing strips a defined and reproducible air permeability in the direction of the joint depth or through the joint at mounted Composite panels guaranteed.
- the sealing strip ensures or
- the two narrow sides of the two sealing bands facing each other are preferably in free (unmounted), in particular in composite composite panel mounted to each other, whereby a defined band arrangement is ensured in the joint.
- the two narrow sides may also be (slightly) spaced from one another, for example less than 10-25% of the width of the narrower of the two sealing strips or less than 3-5% of the width thereof.
- the sealing strip preferably extends over virtually the entire joint depth, so that the joint is particularly preferably completely sealed only by said sealing strip.
- Composite panels are often provided with a rigid outer skin usually made of metal, which serves as a mold for introducing hard foam.
- the rigid foam can be for example a PU foam. Because of the hard foam, in particular PU foam, the preferably metal outer skin does not necessarily have to be load-bearing.
- a clam shell can be provided be, wherein on a band-shaped first shell inside hard foam is applied, which begins to cure. In a continuous manufacturing process, following the application of the hard foam, the corresponding band-shaped second shell can be brought over the applied rigid foam and kept at a certain distance from the first shell.
- the outer skin does not form a contact surface for the sealing strip, but the same is formed by the rigid foam, which is so sticky, especially as PU foam, during its foaming and curing that the also continuously supplied sealing tape on the contact surface bonded. The received at this time with the sealing tape connection remains even after curing.
- the composite panel can be sandwiched with the rigid foam, such as PU foam, as a core, wherein the contact surface is an outer side of the core.
- the sealing strips may be fixed in position, in particular adhesively bonded, on a common thin flexible carrier, such as fleece, paper or film, in particular plastic film.
- a common thin flexible carrier such as fleece, paper or film, in particular plastic film.
- the carrier can be fixed with the positionally fixed sealing strips in a process step on the contact surface of the composite plate, in particular glued.
- the sealing strip is therefore preferably rollable.
- Both weather strips or one of the weather strips may each be impregnated to a delayed recovery.
- the open-pore and / or the closed-pored sealing strip is not impregnated for delayed recovery.
- the open-pore and / or the closed-pore weather strip can - each independently - be provided with a fire protection impregnation and / or impregnation to improve the driving rain, optionally independently with only one or both of them.
- the open-pore and / or the closed-pored sealing strip not impregnated.
- the open-pored and / or closed-pore sealing strips may independently of one another have a height in the range of 1-20 mm, preferably in the range of 2-15 mm or in the range of 3-15 mm in the free, unpressurized state, e.g. in the range of 4-12 mm.
- both weather strips may have the same height, possibly a height difference of ⁇ 30-50% or ⁇ 10-20% relative to each other, based on the larger height weather strip.
- the sealing strips are formed to have a reduced thickness compared to their thickness in an unloaded state in the sealing layer in which they rest in the connecting position of the composite plate with an adjacent composite layer sealingly against this adjacent composite plate.
- the composite plate can be connected via a plug connection, such as tongue and groove connection, with the adjacent composite plate.
- the groove may have a U-profile with two externally arranged on the composite plate legs which cover the gap on the outside on both sides in the connected composite plates to form the labyrinth.
- slits can be provided in the spring towards the groove, which make it possible for the spring to be snugly clamped in the groove while partially closing the slots, so that the gap width at the legs at least in sections approaches zero. This in turn can advantageously reduce the joint passing coefficient a.
- the sealing strip may be arranged expediently preassembled in the groove.
- The may have a groove bottom on which the sealing strip may preferably be determined by adaptation to the profile of the groove bottom.
- the groove may for example have a profile with preferably straight side edges, as a V-shaped, U-shaped or Z-shaped profile exhibit.
- the mutually opposite and mutually complementary edges of the composite panel may each have an L-shaped profile with a projecting at least approximately in the plane plane projection for covering the outside of the gap in the connecting position of the composite plate with a respective edge associated composite plate.
- the projection of the one edge may be disposed on the one outer side of the composite plate and that of the other edge on the other outer side thereof.
- two identical composite panels in the connecting position to form a Z-shaped gap can be arranged mutually overlapping each with its projection.
- the gap in height of the projections with respect to its width at least partially go almost to zero.
- the edge profiles each have an at least approximately perpendicular to the composite plane arranged central portion for fixing the sealing strip.
- the composite panels may have a height of ⁇ 4-6 m or ⁇ 8-10 m, for example, to 10-15 m or more.
- the sealing strip extends here and generally in the context of the invention over virtually the entire height of the composite panels (possibly up to any connection areas, which usually make up ⁇ 2-5% or ⁇ 0.5-1% of the height of the composite panel.
- the high altitude so considerable forces are required to compress the sealing tape for sealing and the composite panels intended to position each other, which allow the composite panels according to the invention to a particular extent, to provide water vapor permeable joints.
- the sealing strip 6 has two parallel sealing strips running in the longitudinal direction 1, a first sealing strip 9.1 and a second sealing strip 9.2, wherein the first sealing strip 9.1 is made of an open-pore foam and the second sealing strip 9.2 is made of a closed-cell foam.
- the open porosity of the open-pored foam is indicated graphically in the figures by circular characters).
- the open-cell foam has an air permeability, determined by means of a Frank-tester, the 2 sec is three times as big as the air permeability determined by means of the Frank tester of 50 l / m 2 sec of closed-pore foam, here with 150 l / m.
- the first sealing strip 9.1 is wider than the second sealing strip 9.2.
- a joint passing coefficient a of less than 0.1 m 3 / (hm daPa) n determined in accordance with DIN EN 1026 is achieved.
- the WDD resistance of the second weather strip (9.2) when compression of the sealing strip to 40% of its height in fully relaxed state is here by a factor of 30 greater than that of the first weather strip (9.1).
- the WDD resistance of the first sealing strip here is 1 m.
- Both sealing strips 9.1, 9.2 are here formed without provision, ie they have in the connecting position of the composite plate 1 with the adjacent composite plate 1 'has a reduced thickness compared to its thickness in an unloaded state ( FIGS. 1 and 3 ) on.
- Groove 12 and spring 13 engage to form a U-shaped gap 7 (FIG. FIG. 2 ) into one another so that the sealing strip 6 sealingly engages the front side of the spring 13. Furthermore, the spring 13 is on the inside under slight bias sealingly against the legs 12.2. For this purpose, end-side slots 14 are provided in the spring 13, which allow a slight transverse contraction of the spring 13.
- edges 3 here have a trapezoidal profile.
- an arcuate cover 18 is provided, which engages over a correspondingly formed projection 19 on the here right composite plate 1 to form a substantially trapezoidal gap in the connection position, not shown here.
- Such a profile is particularly suitable for a roof cover.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Finishing Walls (AREA)
Description
Die Erfindung betrifft eine Verbundplatte, die im Verbund mit gleichartigen Verbundplatten in einer Plattenebene zur Erstellung einer Wand, Wandfüllung oder Wandabdeckung bzw. eines Daches oder einer Dachabdeckung geeignet ist, an zumindest zwei einander gegenüberliegenden Rändern zueinander komplementäre Verbindungsmittel zur Verbindung mit benachbarten Verbundplatten aufweist und mit denselben jeweils unter Ausbildung eines Spaltes mit einem gegen Luft und/oder Feuchtigkeit dichtenden Labyrinth verbindbar ist, wobei zur Abdichtung des Spaltes zumindest an einem Rand der Verbundplatte ein Dichtungsband lagefixiert angeordnet ist.The invention relates to a composite panel, which is suitable in conjunction with similar composite panels in a slab level for creating a wall, wall paneling or wall covering or a roof or a roof covering, on at least two opposite edges mutually complementary connection means for connection to adjacent composite panels and with the same in each case with formation of a gap with a sealing against air and / or moisture labyrinth is connectable, wherein for sealing the gap at least at one edge of the composite plate, a sealing tape is arranged fixed in position.
Hierbei wird als Labyrinth eine konstruktive Maßnahme verstanden ist, mittels derer der Spaltverlauf zumindest in einem Bereich in Längsrichtung des Randes umlenkt. Das heißt, dass das Labyrinth zumindest eine Seitenwand aufweist, die eine zumindest etwa senkrecht zur Plattenebene stehende Spaltebene durchragt. Bei einem Verbund aus Verbundplatten der eingangs genannten Art liegen gleiche Verbundplatten randseitig über den Dichtungsstreifen an. Zur Verbesserung einer Luftdichtigkeit kann der Spalt durch die Seitenwand nach außen hin abgeschirmt werden. Die Seitenwand wird beispielsweise durch einen Vorsprung gebildet, der sich von der Verbundplatte in Verbundrichtung von dem Rand weg erstreckt und die benachbarte Verbundplatte unter Abdeckung des Spaltes außenseitig übergreift. Die Abdeckung des Spaltes nach außen erfolgt in der Regel an beiden Außenseiten der Verbundplatte. Durch diese Maßnahmen kann bereits eine gute Dichtigkeit insbesondere gegen Luftzug durch den Spalt, eine Fugendurchlässigkeit, erzielt werden. Diese ist üblicherweise mittels eines Fugenprüfstandes in einem Prüfverfahren nach DIN EN 1026 ermittelbar und wird durch einen sogenannten a-Wert ausgedrückt. Eine Verbundplatte ist aus der
Aufgabe der Erfindung ist, eine gattungsgemäße Verbundplatte bereitzustellen, mittels derer im Verbund mit benachbarten gleichen Verbundplatten eine verbesserte Fugendurchlässigkeit mit einem a-Wert kleiner 0,1 m3/(hm daPa)n erzielbar ist.The object of the invention is to provide a generic composite panel, by means of which in conjunction with adjacent identical composite panels improved joint permeability with an a-value less than 0.1 m 3 / (hm daPa) n can be achieved.
Die gestellte Aufgabe wird erfindungsgemäß durch die Merkmale des Anspruches 1 gelöst. Vorteilhafte Weiterbildungen werden in den Unteransprüchen beschrieben. Die gestellte Aufgabe wird bereits dadurch gelöst, dass das Dichtungsband in Längsrichtung in mindestens zwei parallele Dichtungsstreifen, einen ersten Dichtungsstreifen und einen zweiten Dichtungsstreifen, geteilt ist, wobei der erste Dichtungsstreifen aus einem offenporigen Schaum und der zweite Dichtungsstreifen aus einem geschlossenporigen Schaum gefertigt sind und der offenporige Schaum eine mittels eines Frank-Prüfgerätes 21443 ermittelte Luftdurchlässigkeit aufweist, die mindestens doppelt so groß wie die des geschlossenporigen Schaums ist.The stated object is achieved by the features of
Die Ermittelung der Luftdurchlässigkeit des Schaums erfolgt allgemein im Rahmen der Erfindung nach den Prüfbedingungen gemäß DIN EN ISO 9237 mit einem Versuchskörper (vollständig entspannt) mit rechtwinkligen plattenartigen Abmessung mit größeren Außenseitenflächen mit jeweils 100 cm2 Prüffläche und einer Schaumdicke von 10 mm sowie eine Druckdifferenz von 0,5 mbar zwischen den beiden Außenseitenflächen.The determination of the air permeability of the foam is generally within the scope of the invention according to the test conditions according to DIN EN ISO 9237 with a test body (fully relaxed) with rectangular plate-like dimensions with larger outer surfaces each with 100 cm 2 test area and a foam thickness of 10 mm and a pressure difference of 0.5 mbar between the two outer side surfaces.
Durch diese vorgeschlagene Maßnahme ist, wie eigene Versuche belegen, ein gemäß der DIN EN 1026 ermittelter, eine gesteigerte Dichtigkeit der Fuge mit dem Dichtungsband zwischen den verbundenen Verbundplatten charakterisierender Fugendurchlasskoeffizient a von kleiner 0,1 m3/(hm daPa)n oder ggf. auch kleiner 0,05 m3/(hm daPa)n erzielbar. Das Dichtungsband weist somit mit den Dichtungsstreifen über seine Breite einen Luftdurchlässigkeitsgradienten auf. Dieser Luftdurchlässigkeitsgradient kann bei einer jeweils über die Breiten der Dichtungsstreifen jeweils gleichbleibenden Luftdurchlässigkeit durch einen Sprung im Übergang zwischen den Dichtungsstreifen aufweisen.This proposed measure is, as our own experiments prove, according to DIN EN 1026 determined, an increased tightness of the joint with the sealing strip between the bonded composite panels characterizing gap passing coefficient a of less than 0.1 m 3 / (hm daPa) n or possibly Also less than 0.05 m 3 / (hm daPa) n achievable. The sealing strip thus has with the sealing strip over its width on a Luftdurchlässigkeitsgradienten. This Luftdurchlässigkeitsgradient may have a respectively over the widths of the sealing strips each constant air permeability by jumping in the transition between the sealing strips.
Diese erfindungsgemäße Maßnahme ist bei der Herstellung der Verbundplatte verfahrenstechnisch unaufwendig realisierbar, indem die beiden Dichtungsstreifen während der Herstellung beispielweise jeweils unter Abrollen von einer Großrolle kontinuierlich an einem bandartigen Verbundplattenvorprodukt festgelegt werden können, das dann in üblicher Weise beispielsweise über eine mitlaufende Trennvorrichtung auf eine gewünschte Länge zur Verbundplatte abgelängt wird.This measure according to the invention is procedurally inexpensive to implement in the manufacture of the composite plate by the two sealing strips during manufacture, for example, under rolling from a large roll continuously on a ribbon-like Verbundplattenvorprodukt can be set, then in the usual manner, for example via a follower separator to a desired length is cut to the composite plate.
Vorzugsweise ist die Luftdurchlässigkeit des offenporigen Schaums größer/gleich 100 l/m2sec, insbesondere größer/gleich 150 l/ m2sec. Es wird ferner eine Obergrenze hinsichtlich der Luftdurchlässigkeit vorgeschlagen, die kleiner oder gleich 600-800 l/ m2sec oder kleiner/gleich 1.000 l/ m2sec sein kann. Die Luftdurchlässigkeit des geschlossenporigen Schaums kann kleiner/gleich 75 l/m2 sec, vorzugsweise kleiner/gleich 50 l/m2sec oder kleiner/gleich 15-30 1/ m2sec sein, insbesondere auch kleiner/gleich 5-10 l/ m2sec. Die Luftdurchlässigkeit des geschlossenporigen Schaums kann praktisch Null bzw. unter Prüfbedingungen nicht messbar sein, gegebenenfalls größer/gleich 1-2 l/m2 sec, oder größer/gleich 3-5 l/m2sec, beispielsweise größer/gleich 10-15 l/ m2sec sein. Die genannten Luftdurchlässigkeitswerten können auch alle Zwischenwerte, insbesondere solche aufweisen, die in Einer-Schritten die oben genannten Untergrenzen von 100 l/m2sec oder 150 l/m2sec bis vorzugsweise 600 l/ m2sec überschreiten bzw. die oben genannten Obergrenzen von 75 l/m2 sec, 50 l/m2sec oder 30 l/ m2sec bis zu 5 l/m2 sec hin unterschreiten. Hier wird der Begriff Offenporigkeit oder Geschlossenporigkeit synonym mit dem Begriff Offenzelligkeit oder Geschlossenzelligkeit verwendet.Preferably, the air permeability of the open-pored foam is greater than or equal to 100 l / m 2 sec, in particular greater than / equal to 150 l / m 2 sec. Furthermore, an upper limit in terms of air permeability, which is less than or equal to 600-800 l / m 2 sec or less than or equal to 1,000 l / m 2 sec. The air permeability of the closed cell foam can be less than / equal to 75 l / m2 sec, preferably less than / equal to 50 l / m 2 sec or less / equal to 15-30 1 / m 2 sec to be, in particular less than / equal to 5-10 l / m 2 sec. The air permeability of the closed-cell foam can be virtually zero or under test conditions can not be measured, optionally greater than or equal to 1-2 l / m2 sec, or greater / equal to 3-5 l / m 2 sec, for example greater than or equal to 10 Be 15 l / m 2 sec. The aforementioned air permeability values can also have all intermediate values, in particular those which are in one-step increments exceed the above-mentioned lower limits of 100 l / m 2 sec or 150 l / m 2 sec to preferably 600 l / m 2 sec or the abovementioned upper limits of 75 l / m 2 sec, 50 l / m 2 sec or 30 l / m 2 sec down to 5 l / m2 sec below. Here, the term open-porosity is used interchangeably with the term open-cell or closed-cell.
Das Verhältnis der Luftdurchlässigkeiten des zweiten (geschlossenporigen) zu dem ersten (offenporigen) Streifen kann ≥ 1,5-2 oder ≥ 3-5 betragen, ggf. auch ≥ 10-20 oder ≥ 25-50. Das Verhältnis der Luftdurchlässigkeiten des zweiten (geschlossenporigen) zu dem ersten (offenporigen) Streifen kann ≤ 750-1000 oder vorzugsweise ≤ 250-500 betragen, beispielsweise auch ≤ 100-200.The ratio of the air permeabilities of the second (closed-pore) to the first (open-pored) stripe may be ≥ 1.5-2 or ≥ 3-5, if necessary also ≥ 10-20 or ≥ 25-50. The ratio of the air permeabilities of the second (closed-cell) to the first (open-pored) strip may be ≦ 750-1000 or preferably ≦ 250-500, for example also ≦ 100-200.
Abhängig von den Breiten der Dichtungsstreifen können unterschiedliche Dichtwirkungen bzw. Lustdurchlässigkeiten erzielt werden. Da ein offenporiger Schaum in der Regel preiswerter als ein geschlossenporiger Schaum ist, ist es in dieser Hinsicht von Vorteil, den Anteil des offenporigen Schaums optimieren, ohne dass die Fugendurchlässigkeit heraufgesetzt wird. Beispielsweise kann der erste Dichtungsstreifen mindestens so breit wie der zweite Dichtungsstreifen ausgebildet sein. Bevorzugt wird, dass der erste Dichtungsstreifen mindestens doppelt so breit wie der zweite Dichtungsstreifen ausgebildet ist. Das heißt, die Breite des ersten Dichtungsstreifens kann ca. 50% bzw. 66 % der Gesamtbreite des Dichtungsbandes betragen. Die Breite des zweiten Dichtstreifens kann größer/gleich 5-10% der Gesamtbreite des Dichtbandes betragen, oder auch größer/gleich 5-10% der Gesamtbreite beider Dichtungsstreifen, wenn diese an dem Dichtband lateral beabstandet angeordnet sind, vorzugsweise sind die beiden Dichtstreifen jedoch nicht seitlich voneinander beabstandet angeordnet, was allgemein im Rahmen der Erfindung gelten kann. Wie groß die Anteile letztlich sind, hängt auf von der möglichen Gesamtbreite des Dichtungsbandes ab, wobei bei einem breiten Dichtungsband die Breite des offenporigen Schaums größer als die des offenporigen Schaums bei einem schmalen Dichtungsband sein kann. Es kann eine weitere Abstufung des prozentualen Anteils der Breite des ersten Dichtungsstreifens an der Gesamtbreite des Dichtungsbandes in 1-Prozent-Schritten von 50% bis 95% erfolgen. Hierbei kann, um bei Steigerung des Prozentsatzes der Breite des ersten Dichtungsstreifens an der Gesamtbreite des Dichtungsbandes dennoch einen a-Wert kleiner/gleich 0,1 beizubehalten, die Luftundurchlässigkeit des zweiten Dichtungsstreifens weiter erhöht werden. Beispielsweise kann zur Erhöhung der Luftundurchlässigkeit eine luftundurchlässige Schicht insbesondere zwischen den beiden Dichtungsstreifen, vorgesehen sein. Die Dichtungsstreifen können hierzu beispielsweise an ihren einander zugewandten schmalen Längsseiten miteinander verklebt sein. Aus Gründen einer einfacheren Herstellung wird vorgeschlagen, dass die beiden Streifen an zueinander gewandten Längsseiten unverklebt sind. Eine erhöhte Feuchtigkeitsundurchlässigkeit kann beispielsweise durch verzögerte Rückstellung des ersten und/oder zweiten Dichtungsstreifens erzielt werden. Diese verzögerte Rückstellung kann beispielsweise durch Imprägnierung des betreffenden Dichtungsstreifens vor Einsatz der Verbundplatte erzielt werdenDepending on the widths of the sealing strips, different sealing effects or permeability can be achieved. Since open cell foam is generally cheaper than a closed cell foam, it is advantageous in this regard to optimize the proportion of open cell foam without increasing the joint permeability. For example, the first sealing strip may be formed at least as wide as the second sealing strip. It is preferred that the first sealing strip is formed at least twice as wide as the second sealing strip. That is, the width of the first weather strip may be about 50% and 66% of the total width of the weather strip, respectively. The width of the second sealing strip can be greater than or equal to 5-10% of the total width of the sealing strip, or even greater than / equal to 5-10% of the total width of both sealing strips, if they are arranged laterally spaced on the sealing strip, but preferably the two sealing strips are not laterally spaced from each other, which is generally in the context of Invention may apply. The size of the parts ultimately depends on the total possible width of the sealing strip, whereby with a wide sealing strip the width of the open-pore foam can be greater than that of the open-pore foam with a narrow sealing strip. There may be a further gradation of the percentage of the width of the first weather strip on the total width of the weather strip in 1 percent increments of 50% to 95%. Hereby, in order to maintain an a-value smaller than or equal to 0.1 while increasing the percentage of the width of the first weather strip to the total width of the weather strip, the air impermeability of the second weather strip may be further increased. For example, to increase the air impermeability, an air-impermeable layer may be provided, in particular between the two sealing strips. For this purpose, the sealing strips can be glued to one another, for example, on their narrow longitudinal sides facing one another. For reasons of a simpler production, it is proposed that the two strips are unglued on mutually facing longitudinal sides. Increased moisture impermeability can be achieved, for example, by delayed recovery of the first and / or second sealing strip. This delayed recovery can be achieved for example by impregnation of the relevant weather strip before using the composite panel
Günstig wegen insbesondere einer verbesserten Feuchtigkeitsundurchlässigkeit in einer Richtung von Außen nach Innen kann der offenporige Dichtungsstreifen bezüglich dieser Richtung vor dem geschlossenporigen Schaum angeordnet sein. In Verwendung der Verbundplatte bei einem Gebäude kann daher vorgesehen sein, dass der geschlossenporige Schaumstoff Gebäude innenseitig angeordnet ist. Als geschlossenporiger Schaum kann vorteilhaft ein PVC-Schaum eingesetzt werden, der nicht homogen imprägnierbar ist.Favorable because of in particular an improved moisture impermeability in a direction from outside to inside, the open-pored sealing strip can be arranged with respect to this direction in front of the closed-cell foam. When using the composite panel in a building can therefore be provided that the closed-cell foam building is arranged inside. As closed-cell foam can advantageously be used a PVC foam, which is not homogeneously impregnated.
Das Dichtungsband ist vorzugsweise wasserdampfdiffusionsdurchlässig. Hierdurch ist die Fuge zwischen benachbarten Verbundplatten insgesamt wasserdampfdiffusionsdurchlässig. Vorzugsweise ist der Wasserdampfdiffusions(WDD)-Widerstand des zweiten Dichtungsstreifens (9.2) bei Kompression des Dichtungsbandes auf 40% dessen Höhe bei vollständig frei entspanntem Zustand um den Faktor 1,5 bis 1.000 oder bis 2.500 größer als der des ersten Dichtungsstreifens (9.1). Der WDD-Widerstand des zweiten Dichtungsstreifens ist vorzugsweise um den Faktor ≥ 2-3 oder den Faktor ≥ 5-10 größer als der des ersten Streifens, beispielsweise bis zu einem Faktor von 50-100 oder 200-500 oder darüber hinaus.The sealing tape is preferably permeable to water vapor diffusion. As a result, the gap between adjacent composite panels is permeable to water vapor diffusion as a whole. Preferably, the water vapor diffusion (WDD) resistance of the second weather strip (9.2) is greater than that of the first weather strip (9.1) upon compression of the weather strip to 40% of its fully relaxed state by a factor of 1.5 to 1,000 or 2,500. The WDD resistance of the second weather strip is preferably larger than that of the first strip by a factor of ≥ 2-3 or a factor of 10 5-10, for example, by a factor of 50-100 or 200-500 or more.
Der WDD-Widerstand des ersten (offenzelligen) Dichtstreifens kann jeweils ≥ 0,05 m oder ≥ 0,1 m oder ≥ 0,5-1 m betragen, er kann ≤ 25-50 m oder ≤ 10-15 sein, beispielsweise im Bereich von 0,05-25 m, vorzugsweise im Bereich von 0,1-10 m, besonders bevorzugt im Bereich von 0,1-5 m liegen (Widerstand jeweils bezogen auf die Dicke einer äquivalenten Luftschicht).The WDD resistance of the first (open-cell) sealing strip can be ≥ 0.05 m or ≥ 0.1 m or ≥ 0.5-1 m, and can be ≤ 25-50 m or ≤ 10-15, for example in the range of 0.05-25 m, preferably in the range of 0.1-10 m, particularly preferably in the range of 0.1-5 m (resistance in each case based on the thickness of an equivalent air layer).
Die Vergleichswerte von Luftdichtigkeit und/oder der WDD-Widerstand können jeweils bei 20°C und 50% rel. Luftfeuchtigkeit bestimmt sein.The comparative values of airtightness and / or the WDD resistance can each at 20 ° C and 50% rel. Humidity be determined.
Das Dichtungsband kann sich über die gesamte Länge des Randes erstrecken. Beide Dichtungsstreifen können in Einbaulage in die Verbundplatte an zugewandten Längsseiten zumindest abschnittsweise aneinander anliegend und/oder sich zumindest abschnittsweise überlappend angeordnet sein. Um eine Verdickung im Bereich der Überlappung zu vermeiden, können die sich überlappenden Ränder der Dichtungsstreifen angefast sein. Mittels der Überlappungen kann eine weitere Luftbarriere geschaffen werden.The sealing tape can extend over the entire length of the edge. Both sealing strips can be at least partially abutting each other and / or at least partially overlapping arranged in mounting position in the composite panel on the longitudinal sides facing. To avoid thickening in the region of the overlap, the overlapping edges of the sealing strips may be chamfered. The overlaps can create another air barrier.
Die beiden Dichtungsstreifen können unter Ausbildung eines Zwickels aneinander anliegen oder sich unter Ausbildung eines Hohlraumes zumindest abschnittsweise überlappen. In beiden Fällen kann in Dichtungslage ein zusätzlicher wärmedämmender Hohlraum geschaffen werden.The two sealing strips may rest against each other to form a gusset or to form a Cavity overlap at least in sections. In both cases, an additional heat-insulating cavity can be created in the gasket layer.
Die beiden einander zugewandten Schmalseiten der beiden Dichtungsstreifen sind vorzugsweise nicht miteinander verklebt, besonders bevorzugt auch nicht teilweise, was wesentliche fertigungstechnische Vorteile hat aber insbesondere angesichts der vergleichsweise geringen Höhe der Dichtbänder eine definierte und reproduzierbare Luftdurchlässigkeit in Richtung der Fugentiefe bzw. durch die Fuge bei montierten Verbundplatten gewährleistet. das Dichtungsband gewährleistet bzw. Die beiden einander zugewandten Schmalseiten der beiden Dichtbänder liegen vorzugsweise bei freier (unmontierter), insbesondere bei im Verbund montierter Verbundplatte aneinander an, wodurch eine definierte Bandanordnung in der Fuge gewährleistet ist. Gegebenenfalls können die beiden Schmalseiten auch (geringfügig) voneinander beabstandet sein, beispielsweise um weniger als 10-25% der Breite des schmaleren der beiden Dichtstreifen oder um weniger als 3-5% der Breite desselben.The two mutually facing narrow sides of the two sealing strips are preferably not glued together, particularly preferably not partially, which has significant manufacturing advantages but especially in view of the comparatively small height of the sealing strips a defined and reproducible air permeability in the direction of the joint depth or through the joint at mounted Composite panels guaranteed. The sealing strip ensures or The two narrow sides of the two sealing bands facing each other are preferably in free (unmounted), in particular in composite composite panel mounted to each other, whereby a defined band arrangement is ensured in the joint. Optionally, the two narrow sides may also be (slightly) spaced from one another, for example less than 10-25% of the width of the narrower of the two sealing strips or less than 3-5% of the width thereof.
Das Dichtungsband erstreckt sich vorzugsweise über praktisch die gesamte Fugentiefe, so dass die Fuge besonders bevorzugt nur durch das genannte Dichtungsband praktisch vollständig abgedichtet wird.The sealing strip preferably extends over virtually the entire joint depth, so that the joint is particularly preferably completely sealed only by said sealing strip.
Zur Festlegung des Dichtungsbandes mit den Dichtungsstreifen kann der zugeordnete Rand der Verbundplatte eine klebrige Anlagefläche zur Festlegung des Dichtungsbandes aufweisen. Verbundplatten werden häufig mit einer steifen Außenhaut in der Regel aus Metall versehen, die als Form für einzubringenden Hartschaum dient. Der Hartschaum kann beispielsweise ein PU-Schaum sein. Wegen des Hartschaums, insbesondere PU-Schaums, muss die vorzugsweise metallne Außenhaut nicht notwendig tragend sein. Zur kontinuierlichen Herstellung der Verbundplatte kann eine zweischalige Außenhaut vorgesehen sein, wobei auf einer bandförmigen ersten Schale innenwandig Hartschaum aufgetragen wird, der beginnt auszuhärten. In einem kontinuierlichen Herstellungsprozess kann nachfolgend zu dem Auftragen des Hartschaums die entsprechend bandförmige zweite Schale über den aufgebrachten Hartschaum gebracht und in einem bestimmten Abstand zur ersten Schale gehalten werden. Hierbei kann vorgesehen sein, dass die Außenhaut nicht eine Anlagefläche für das Dichtungsband bildet, sondern dieselbe durch den Hartschaum gebildet wird, der, insbesondere als PU-Schaum, während seines Aufschäumens und Aushärtens so klebrig ist, dass das ebenfalls kontinuierlich zugeführte Dichtungsband an der Anlagefläche verklebt. Die in dieser Zeit mit dem Dichtungsband eingegangene Verbindung bleibt auch nach der Aushärtung bestehen. Somit kann die Verbundplatte in Sandwichbauweise mit dem Hartschaum, wie PU-Schaum, als Kern ausgebildet sein, wobei die Anlagefläche eine Außenseite des Kerns ist.To determine the sealing strip with the sealing strip, the associated edge of the composite plate may have a sticky contact surface for fixing the sealing strip. Composite panels are often provided with a rigid outer skin usually made of metal, which serves as a mold for introducing hard foam. The rigid foam can be for example a PU foam. Because of the hard foam, in particular PU foam, the preferably metal outer skin does not necessarily have to be load-bearing. For continuous production of the composite panel, a clam shell can be provided be, wherein on a band-shaped first shell inside hard foam is applied, which begins to cure. In a continuous manufacturing process, following the application of the hard foam, the corresponding band-shaped second shell can be brought over the applied rigid foam and kept at a certain distance from the first shell. It can be provided that the outer skin does not form a contact surface for the sealing strip, but the same is formed by the rigid foam, which is so sticky, especially as PU foam, during its foaming and curing that the also continuously supplied sealing tape on the contact surface bonded. The received at this time with the sealing tape connection remains even after curing. Thus, the composite panel can be sandwiched with the rigid foam, such as PU foam, as a core, wherein the contact surface is an outer side of the core.
Die Dichtungsstreifen können auf einem gemeinsamen dünnen flexiblen Träger, wie Vlies, Papier oder Folie, insbesondere Kunststofffolie, lagefixiert, insbesondere verklebt sein. Damit kann der Träger mit den darauf lagefixierten Dichtungsstreifen in einem Verfahrensschritt auf der Anlagefläche der Verbundplatte festgelegt, insbesondere verklebt werden. Das Dichtungsband ist also vorzugsweise aufrollbar.The sealing strips may be fixed in position, in particular adhesively bonded, on a common thin flexible carrier, such as fleece, paper or film, in particular plastic film. Thus, the carrier can be fixed with the positionally fixed sealing strips in a process step on the contact surface of the composite plate, in particular glued. The sealing strip is therefore preferably rollable.
Beide Dichtungsstreifen oder einer der Dichtungsstreifen können jeweils zu einer verzögerten Rückstellung imprägniert sein. Insbesondere ist der offenporige und/oder der geschlossenporige Dichtungsstreifen nicht zur verzögerten Rückstellung imprägniert. Der offenporige und/oder der geschlossenporige Dichtungsstreifen kann - jeweils unabhängig voneinander - mit einer Brandschutzimprägnierung und/oder Imprägnierung zur Verbesserung der Schlagregendichtigkeit versehen sein, gegebenenfalls unabhängig voneinander nur mit einer oder beiden derselben. Gegebenenfalls sind der offenporige und/oder der geschlossenporige Dichtungsstreifen nicht imprägniert.Both weather strips or one of the weather strips may each be impregnated to a delayed recovery. In particular, the open-pore and / or the closed-pored sealing strip is not impregnated for delayed recovery. The open-pore and / or the closed-pore weather strip can - each independently - be provided with a fire protection impregnation and / or impregnation to improve the driving rain, optionally independently with only one or both of them. Optionally, the open-pore and / or the closed-pored sealing strip not impregnated.
Der offenporige und/oder der geschlossenporige Dichtungsstreifen können - unabhängig voneinander - im freien, druckunbeaufschlagten Zustand ein Höhe im Bereich von 1-20 mm, vorzugsweise im Bereich von 2-15 mm oder im Bereich von 3-15 mm aufweisen, z.B. im Bereich von 4-12 mm. Im freien druckunbeaufschlagten Zustand können beide Dichtungsstreifen dieselbe Höhe aufweisen, ggf. einen Höhenunterschied von ≤ 30-50% oder ≤ 10-20% zueinander, auf Basis des Dichtungsstreifens der größeren Höhe.The open-pored and / or closed-pore sealing strips may independently of one another have a height in the range of 1-20 mm, preferably in the range of 2-15 mm or in the range of 3-15 mm in the free, unpressurized state, e.g. in the range of 4-12 mm. In the unpressurized state, both weather strips may have the same height, possibly a height difference of ≤30-50% or ≤10-20% relative to each other, based on the larger height weather strip.
Bevorzugt sind die Dichtungsstreifen so ausgebildet, dass sie in Dichtungslage, in der sie in Verbindungslage der Verbundplatte mit einer benachbarten Verbundlage dichtend an dieser benachbarten Verbundplatte anliegen, eine verminderte Dicke im Vergleich zu ihrer Dicke in einem unbelasteten Zustand aufweisen.Preferably, the sealing strips are formed to have a reduced thickness compared to their thickness in an unloaded state in the sealing layer in which they rest in the connecting position of the composite plate with an adjacent composite layer sealingly against this adjacent composite plate.
Die Verbundplatte kann über eine Steckverbindung, wie Nut-Feder-Verbindung, mit der benachbarten Verbundplatte verbindbar sein. Hierbei kann die Nut ein U-Profil mit zwei außenseitig an der Verbundplatte angeordneten Schenkeln aufweisen, die bei den verbundenen Verbundplatten unter Ausbildung des Labyrinths den Spalt außen beidseitig überdecken. Vorteilhaft können in der Feder zur Nut hin geöffnete Schlitze vorgesehen sein, die es ermöglichen, dass die Feder unter partieller Schließung der Schlitze in die Nut passgenau leicht eingeklemmt wird, so dass die Spaltbreite an den Schenkeln zumindest abschnittweise gegen Null geht. Dies kann wiederum den Fugendurchlasskoeffizient a vorteilhaft verkleinern.The composite plate can be connected via a plug connection, such as tongue and groove connection, with the adjacent composite plate. Here, the groove may have a U-profile with two externally arranged on the composite plate legs which cover the gap on the outside on both sides in the connected composite plates to form the labyrinth. Advantageously, slits can be provided in the spring towards the groove, which make it possible for the spring to be snugly clamped in the groove while partially closing the slots, so that the gap width at the legs at least in sections approaches zero. This in turn can advantageously reduce the joint passing coefficient a.
Das Dichtungsband kann zweckmäßig in der Nut vormontiert angeordnet sein. Die kann einen Nutengrund aufweisen, an dem das Dichtungsband vorzugsweise unter Anpassung an das Profil des Nutengrundes festgelegt sein kann. Die Nut kann beispielsweise ein Profil mit vorzugsweise geraden Seitenkanten, wie ein V-förmiges, U-förmiges oder Z-förmiges Profil, aufweisen.The sealing strip may be arranged expediently preassembled in the groove. The may have a groove bottom on which the sealing strip may preferably be determined by adaptation to the profile of the groove bottom. The groove may for example have a profile with preferably straight side edges, as a V-shaped, U-shaped or Z-shaped profile exhibit.
Die einander gegenüberliegenden und zueinander komplementären Ränder der Verbundplatte können jeweils ein L-förmiges Profil mit einem sich zumindest in etwa in Plattenebene wegerstreckenden Vorsprung zur außenseitlichen Überdeckung des Spaltes in Verbindungslage der Verbundplatte mit einer dem Rand jeweils zugeordneten Verbundplatte aufweisen. Hierbei kann der Vorsprung des einen Randes an der einen Außenseite der Verbundplatte und der des anderen Randes an der anderen Außenseite derselben angeordnet sein. Damit können zwei gleiche Verbundplatten in Verbindungslage unter Ausbildung eines Z-förmigen Spaltes sich jeweils mit ihrem Vorsprung wechselseitig übergreifend angeordnet sein. Hierbei kann unter Krafteinwirkung der Spalt in Höhe der Vorsprünge bezüglich seiner Breite zumindest abschnittsweise nahezu gegen Null gehen. Vorzugsweise weisen die Randprofile jeweils einen zumindest etwa senkrecht zur Verbundebene angeordneten mittleren Abschnitt zur Festlegung des Dichtungsbandes auf.The mutually opposite and mutually complementary edges of the composite panel may each have an L-shaped profile with a projecting at least approximately in the plane plane projection for covering the outside of the gap in the connecting position of the composite plate with a respective edge associated composite plate. Here, the projection of the one edge may be disposed on the one outer side of the composite plate and that of the other edge on the other outer side thereof. Thus, two identical composite panels in the connecting position to form a Z-shaped gap can be arranged mutually overlapping each with its projection. In this case, under the action of force, the gap in height of the projections with respect to its width at least partially go almost to zero. Preferably, the edge profiles each have an at least approximately perpendicular to the composite plane arranged central portion for fixing the sealing strip.
Im Montagezustand, also bei zusammengesteckten Verbundplatten, kann das Dichtungsband auf 25-55% seiner Ausgangshöhe bei vollständig frei entspanntem Zustand zusammengedrückt sein, vorzugsweise auf 30-50% oder 35-45%.In the assembled state, ie in assembled composite panels, the sealing tape can be compressed to 25-55% of its original height at fully relaxed state, preferably 30-50% or 35-45%.
Die Verbundplatten können eine Höhe von ≥ 4-6 m oder ≥ 8-10 m aufweisen, bspw. bis 10-15 m oder darüber hinaus. Das Dichtungsband erstreckt sich hierbei und allgemein im Rahmen der Erfindung über praktisch die gesamte Höhe der Verbundplatten (ggf. bis auf etwaige Anschlussbereiche, die in der Regel ≤ 2-5% oder ≤ 0,5-1% der Höhe der Verbundplatte ausmachen. Aufgrund der großen Höhe sind also beträchtliche Kräfte erforderlich, um das Dichtungsband zur Abdichtung zu komprimieren und die Verbundplatten bestimmungsgemäß zueinander zu positionieren, was die erfindungsgemäßen Verbundplatten in besonderem Maße ermöglichen, unter Bereitstellung von wasserdampfdurchlässigen Fugen.The composite panels may have a height of ≥ 4-6 m or ≥ 8-10 m, for example, to 10-15 m or more. The sealing strip extends here and generally in the context of the invention over virtually the entire height of the composite panels (possibly up to any connection areas, which usually make up ≤ 2-5% or ≤ 0.5-1% of the height of the composite panel The high altitude so considerable forces are required to compress the sealing tape for sealing and the composite panels intended to position each other, which allow the composite panels according to the invention to a particular extent, to provide water vapor permeable joints.
Die zur Erzeugung des Wandaufbaus miteinander verbundenen bzw. zusammengesteckten Verbundplatten sind vorzugsweise miteinander baugleich. Der Wandaufbau kann den gesamten oder nur einen Teil eines Gebäudewandaufbaus darstellen. Vorzugsweise ist der Wandaufbau Teil einer Gebäudeaußenwand, ggf. auch nicht hierauf beschränkt.The interconnected to produce the wall structure interconnected or composite panels are preferably identical to each other. The wall construction can represent the entire or only part of a building wall construction. Preferably, the wall structure is part of a building exterior wall, possibly also not limited thereto.
Die vorliegende Erfindung wird im Folgenden anhand dreier in einer Zeichnung dargestellten Ausführungsformen der Verbundplatte näher erläutert. In der Zeichnung zeigen:
- Fig. 1
- eine perspektivische Ansicht einer ersten Ausführungsform der Verbundplatte,
- Fig. 2
- eine Draufsicht zwei randseitig miteinander verbundene Verbundplatten in der ersten Ausführungsform gemäß
Figur 1 , - Fig. 3
- eine perspektivische Ansicht einer zweiten Ausführungsform der Verbundplatte,
- Fig. 4
- eine Draufsicht zwei randseitig miteinander verbundene Verbundplatten in der zweiten Ausführungsform gemäß
Figur 3 und - Fig. 5
- eine Seitenansicht auf zwei verbindungsbereite Verbundplatten einer dritte Ausführungsform.
- Fig. 1
- a perspective view of a first embodiment of the composite plate,
- Fig. 2
- a plan view of two peripherally interconnected composite panels in the first embodiment according to
FIG. 1 . - Fig. 3
- a perspective view of a second embodiment of the composite plate,
- Fig. 4
- a plan view of two peripherally interconnected composite panels in accordance with the second embodiment
FIG. 3 and - Fig. 5
- a side view of two compound composite panels of a third embodiment.
In den
Wie in
Das Dichtungsband 6 weist zwei parallele in Längsrichtung 1 verlaufende Dichtungsstreifen, einen ersten Dichtungsstreifen 9.1 und einen zweiten Dichtungsstreifen 9.2 auf, wobei der erste Dichtungsstreifen 9.1 aus einem offenporigen Schaum und der zweite Dichtungsstreifen 9.2 aus einem geschlossenporigen Schaum gefertigt sind. (Die Offenporigkeit des offenporigen Schaums ist in den Figuren grafisch durch kreisartige Zeichen angedeutet). Der offenporige Schaum weist eine mittels eines Frank-Prüfgerätes ermittelte Luftdurchlässigkeit auf, die hier mit 150 l/m2 sec dreimal so groß wie die mittels des Frank-Prüfgerätes ermittelte Luftdurchlässigkeit von 50 l/m2 sec des geschlossenporigen Schaums ist. Ferner ist der erste Dichtungsstreifen 9.1 breiter als der zweite Dichtungsstreifen 9.2 ausgebildet.The sealing
Dank dieser Maßnahmen wird ein gemäß der DIN EN 1026 ermittelter Fugendurchlasskoeffizient a von kleiner 0,1 m3/(hm daPa)n erzielt. In den
Der WDD-Widerstand des zweiten Dichtungsstreifens (9.2) bei Kompression des Dichtungsbandes auf 40% dessen Höhe bei vollständig frei entspanntem Zustand ist hier um den Faktor 30 größer ist als der des ersten Dichtungsstreifens (9.1). Der WDD-Widerstand des ersten Dichtstreifens beträgt hier 1 m.The WDD resistance of the second weather strip (9.2) when compression of the sealing strip to 40% of its height in fully relaxed state is here by a factor of 30 greater than that of the first weather strip (9.1). The WDD resistance of the first sealing strip here is 1 m.
Die beiden Dichtungsstreifen weisen im nicht-druckbeaufschlagten Zustand dieselbe Höhe auf. Die beiden Dichtungsstreifen sind an ihren einander zugewandten Schmalseiten nicht klebend bzw. nicht mit einem Haftmittel miteinander verbunden. Die zugewandten Schmalseiten der beiden Dichtungsstreifen liegen aneinander an.The two sealing strips have the same height in the non-pressurized state. The two sealing strips are not adhesive at their mutually facing narrow sides or not connected to one another with an adhesive. The facing narrow sides of the two sealing strips abut each other.
Die Verbundplatte 1 ist hier in üblicher Sandwichbauweise aus nicht tragenden metallnen Außenschalen hergestellt, die mit PU-Schaum als Kern so ausgeschäumt sind, dass eine Außenseite des PU-Schaums die Anlagefläche 5 bildet. Die Oberfläche des PU-Schaums bleibt auch KURZ nach Aushärtung des PU-Schaums noch so klebrig, so dass das Dichtungsband 6 ohne zusätzlichen Klebstoff auf der Anlagefläche 5 festgeklebt werden kann. Während des Aufschäumens ist das PU-Gemisch sehr klebrig. Die in dieser Zeit mit dem Dichtungsband 6 eingegangene Verbindung bleibt auch nach der Aushärtung bestehen. Die beiden Dichtungsstreifen 9.1, 9.2 sind auf einem gemeinsamen Träger 10, hier aus einem Vlies, festgeklebt, wobei die beiden Dichtungsstreifen 9.1, 9.2 schmalseitig aneinandergrenzen, ohne dort verklebt zu sein. Die in dieser Zeit des Aufschäumens mit dem Dichtungsband 6 bzw. dem Träger 10 eingegangene Verbindung bleibt auch nach der Aushärtung des Pu-Schaums bestehen.The
Beide Dichtungsstreifen 9.1, 9.2 sind hier ohne Rückstellung ausgebildet, d.h. sie weisen in der Verbindungsposition der Verbundplatte 1 mit der benachbarten Verbundplatte 1' eine verminderte Dicke im Vergleich zu ihrer Dicke in einem unbelasteten Zustand (
Die Verbundplatte 1 ist in ihrer ersten Ausführungsform gemäß
Nut 12 und Feder 13 greifen unter Ausbildung eines U-förmigen Spaltes 7 (
In der zweiten Ausführungsform der Verbundplatte 1 weisen beide Ränder ein L-förmiges Profil mit einem sich in Längsrichtung 1 erstreckenden seitlichen Vorsprung 15 und einer senkrecht zur Längsrichtung angeordneten Stirnseite 16 als Verbindungsmittel 4 auf, wobei an der Stirnseite 16 an einem der Ränder 3 der Verbundplatte 1 das Dichtungsband 6 angeordnet ist. Hierbei erstreckt sich das Dichtungsband 6 über die gesamte Breite der Stirnseite 16. Der erste Dichtungsstreifen 9.1 ist hier dreimal so breit wie der zweite Dichtungsstreifen 9.2 ausgebildet. Die beiden Vorsprünge 15 der beiden Ränder 3 sind bezüglich der größeren Seitenflächen 2 der Verbundplatte 1 wechselseitig zueinander angeordnet. Zum bündigen Abschluss des Verbundes V ist an den Rändern 3 jeweils noch eine Aussparung 17 zur Aufnahme des Vorsprunges 15 vorgesehen. Hierdurch liegen die an den Rändern 3 aneinander gefügten Verbundplatten 1 in der Verbindungsposition unter Ausbildung eines Z-förmigen Spaltes 7 aneinander an.In the second embodiment of the
In
Im Unterschied zu den beiden anderen Ausführungsformen der Verbundplatte 1 weisen die Ränder 3 hier ein trapezartiges Profil auf. An der hier linken Verbundplatten 1 eine bogenartige Abdeckung 18 vorgesehen, die in der hier nicht gezeigten Verbindungsposition einen entsprechend ausgebildeten Vorsprung 19 an der hier rechten Verbundplatte 1 unter Ausbildung eines im Wesentlichen trapezartigen Spaltes übergreift. Ein derartiges Profil ist insbesondere für eine Dachabdeckung geeignet.In contrast to the two other embodiments of the
Um die Abdeckung 18 gegenüber dem Vorsprung 19 abzudichten, ist innenseitig der Abdeckung 18 ein weiteres Dichtungsband 20 vorgesehen, das hier als vorkomprimiertes Dichtungsband 20 ausgebildet ist. Dieses Dichtungsband 20 ist dampfdiffusionsoffen ausgebildet, damit, nach erfolgter Steckverbindung der beiden Verbundplatten 1, Wasserdampf aus dem Spaltbereich zwischen den beiden Dichtungsbändern 6, 20 durch das weitere Dichtungsband 20 nach außen heraus diffundieren kann. In der hier gezeigten Ausführungsform der Verbundplatte 1 ist dieses weitere Dichtungsband 20 nach den IFBS Richtlinien 4.02 Bauphysik "Fugendichtheit im Stahlleichtbau" z.B. gemäß illac 30/2 dampfdiffusionsoffen ausgebildet.To seal the
Das Dichtband ist in Einbaulage auf 40% seines Ausgangsvolumens komprimiert, bei einer Verbundplattenhöhe von 10 m.The sealing tape is compressed in the installed position to 40% of its original volume, with a composite panel height of 10 m.
- 11
- Verbundplattesandwich panel
- 22
- Seitenflächeside surface
- 33
- Randedge
- 44
- Verbindungsmittelconnecting means
- 55
- Anlageflächecontact surface
- 66
- Dichtungsbandsealing tape
- 77
- Spaltgap
- 88th
- Labyrinthlabyrinth
- 9.19.1
- erster Dichtungsstreifenfirst sealing strip
- 9.29.2
- zweiter Dichtungsstreifensecond sealing strip
- 1010
- Trägercarrier
- 1111
- Steckverbindungconnector
- 1212
- Nutgroove
- 12.112.1
- Nutengrundgroove base
- 12.212.2
- Schenkelleg
- 1313
- Federfeather
- 1414
- Schlitzslot
- 1515
- Vorsprunghead Start
- 1616
- Stirnseitefront
- 1717
- Aussparungrecess
- 1818
- Abdeckungcover
- 1919
- Vorsprunghead Start
- 2020
- Dichtungsbandsealing tape
- AA
- AußenOutside
- Ee
- Plattenebeneboard plane
- II
- InnenInside
- VV
- Verbundcomposite
- ll
- Längsrichtunglongitudinal direction
Claims (15)
- Composite panel (1) which, combined (V) with identical composite panels (1) in a panel plane (E), is suitable for creating a wall, wall filling or wall covering or a ceiling or a ceiling covering respectively, has on at least two mutually opposite edges (3) mutually complementary connection means (4) for connecting to adjacent composite panels (1') and can be connected thereto in each case so as to form a gap (7) with a labyrinth (8) that seals against air and/or moisture, wherein a sealing tape (6) is arranged in a fixed position at least on one edge (3) of the composite panel (1) in order to seal the gap (7), characterized in that the sealing tape (6) is divided in the longitudinal direction (I) into at least two parallel sealing strips (9), a first sealing strip (9.1) and a second sealing strip (9.2), wherein the first sealing strip (9.1) is made of an open-pore foam and the second sealing strip (9.2) is made of a closed-pore foam and the open-pore foam has an air permeability, determined by means of a Frank testing device, that is at least twice as great as that of the closed-pore foam.
- Composite panel (1) according to claim 1, characterized in that the air permeability of the open-pore foam is greater than/equal to 100 l/m2 sec and preferably less than/equal to 600 l/m2 sec.
- Composite panel (1) according to claim 1 or 2, characterized in that the air permeability of the closed-pore foam is less than/equal to 75 l/m2 sec.
- Composite panel (1) according to any one of claims 1 to 3, characterized in that the first sealing strip (9.1) is at least as wide as the second sealing strip (9.2).
- Composite panel (1) according to any one of claims 1 to 4, characterized in that the water vapour diffusion resistance of the second sealing strip (9.2) when the sealing tape is compressed to 40% of its height in the fully relaxed state is greater than that of the first sealing strip (9.1) by a factor of 1.5 to 1000.
- Composite panel (1) according to any one of claims 1 to 5, characterized in that the sealing strips (9.1, 9.2) are arranged such as at least in sections to bear against one another at facing longitudinal sides and/or such as at least in sections to overlap one another relative to a transverse direction perpendicular to the panel plane (E).
- Composite panel (1) according to any one of claims 1 to 6, characterized in that the sealing strips (9.1, 9.2) bear against one another to form a gusset or at least in sections overlap one another to form a cavity.
- Composite panel (1) according to any one of claims 1 to 7, characterized in that the edge (3) of the composite panel (1) having the sealing tape (6) has during the production process a tacky bearing face (5) for the attachment of the sealing tape (6).
- Composite panel (1) according to claim 8, characterized in that it is formed in a sandwich construction with a hard foam as the core, wherein the bearing face (5) is an outer side of the core.
- Composite panel (1) according to any one of claims 1 to 9, characterized in that the sealing strips (9.1, 9.2) are fixed in position on a common, thin, flexible carrier (10) such as nonwoven, paper or film.
- Composite panel (1) according to any one of claims 1 to 10, characterized in that at least one of the sealing strips (9.1, 9.2), in the sealing position in which it bears sealingly against an adjacent composite panel (1') when the composite panel (1) is connected to said adjacent composite panel (1'), has a reduced thickness in comparison to its thickness in an unloaded state.
- Composite panel (1) according to any one of claims 1 to 11, characterized in that the sealing strips (9.1, 9.2) are non-bonded on mutually facing longitudinal sides.
- Composite panel (1) according to any one of claims 1 to 12, characterized in that the composite panel (1) can be connected to an adjacent composite panel (1') via a plug-in connection (10), thereby forming a gap, or by bearing against an adjacent composite panel (1') and thereby forming a Z-shaped gap (7) between the composite panels (1).
- Composite panel (1) according to claim 13, characterized in that the gap (7) has in each case, relative to the profile course, a middle section which is arranged perpendicular to the composite plane (E) and which is intended for the attachment of the sealing tape (6).
- Wall structure produced from at least two or more composite panels assembled together according to any one of claims 1 to 14, with a sealing tape compressed in each case between adjacent composite panels.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE201120109831 DE202011109831U1 (en) | 2011-12-09 | 2011-12-09 | sandwich panel |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2602392A2 EP2602392A2 (en) | 2013-06-12 |
EP2602392A3 EP2602392A3 (en) | 2015-06-24 |
EP2602392B1 true EP2602392B1 (en) | 2016-05-18 |
Family
ID=47294766
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP12195731.0A Active EP2602392B1 (en) | 2011-12-09 | 2012-12-05 | Composite plate |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2602392B1 (en) |
DE (1) | DE202011109831U1 (en) |
PL (1) | PL2602392T3 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202013103694U1 (en) * | 2013-08-14 | 2014-11-17 | Tremco Illbruck Produktion Gmbh | Composite panel with sealing tape |
WO2015086886A1 (en) * | 2013-12-12 | 2015-06-18 | Nordiskt Material Ab | Joint system for building elements |
WO2018067067A1 (en) * | 2016-10-03 | 2018-04-12 | Vico Construction Pte Ltd | Prefabricated prefinished volumetric construction module |
CN112302377B (en) * | 2020-11-03 | 2022-01-21 | 海盾智联物联网科技河北有限公司 | Sheet metal meshing structure, water selling station shell, water selling station and manufacturing process thereof |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0277226B1 (en) * | 1986-08-18 | 1992-06-10 | The Dow Chemical Company | Improved panel unit |
DE29808482U1 (en) * | 1998-05-11 | 1998-08-13 | Fischer Profil Gmbh | Joint seal for sandwich elements of external wall systems |
DE102009048110A1 (en) * | 2009-10-02 | 2011-04-07 | Tremco Illbruck Produktion Gmbh | Foam sealing tape |
-
2011
- 2011-12-09 DE DE201120109831 patent/DE202011109831U1/en not_active Expired - Lifetime
-
2012
- 2012-12-05 PL PL12195731.0T patent/PL2602392T3/en unknown
- 2012-12-05 EP EP12195731.0A patent/EP2602392B1/en active Active
Also Published As
Publication number | Publication date |
---|---|
EP2602392A2 (en) | 2013-06-12 |
EP2602392A3 (en) | 2015-06-24 |
DE202011109831U1 (en) | 2013-03-13 |
PL2602392T3 (en) | 2016-11-30 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2784232B1 (en) | Sealing tape | |
EP2620565B1 (en) | Sealing tape for sealing a gap | |
DE102008020955B4 (en) | Fugendichtband | |
EP2584134B1 (en) | Method for producing a seal in window renovation | |
EP2602392B1 (en) | Composite plate | |
DE202010000317U1 (en) | Foam sealing strips and window frames with foam sealing strips | |
EP2743416B1 (en) | Sealing tape with function strip | |
EP2982821B1 (en) | Sliding element and method for its production | |
EP3567174B1 (en) | Method for the preparation of sealing strip rolls | |
EP2853649B1 (en) | Composite panel with sealing tape | |
EP3825501B1 (en) | Sealing tape | |
EP3608480B1 (en) | Sealing tape roll made from a sealing tape with an inner barrier layer in functional direction | |
EP3650608B1 (en) | Method for producing a roll of sealing strip | |
EP3628807A1 (en) | Foam sealing strip and method for producing a foam sealing strip | |
EP3124712B1 (en) | Compressible joint sealing strip and method for the production thereof | |
EP3608481B1 (en) | Sealing strip roll made from a sealing strip with internal barrier layers | |
EP3608496B1 (en) | Sealing strip roll made from a sealing strip with internal barrier layers | |
DE102008016345A1 (en) | Sandwich element for use as lining element for lining of e.g. bargeboard, for interior work, has sealing foil that is liftable from upper cover layer after cutting and that is applied over joint between element and another sandwich element | |
EP3825483B1 (en) | Sealing tape | |
EP3825484A1 (en) | Sealing tape | |
EP3851625B1 (en) | Seal strip roll and method for the production thereof | |
DE202017102227U1 (en) | Joint sealing tape | |
EP3825482A1 (en) | Sealing tape | |
DE102020132214A1 (en) | Sealing tape with two foam strips |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
RIC1 | Information provided on ipc code assigned before grant |
Ipc: E04B 1/61 20060101AFI20150519BHEP Ipc: E04C 2/292 20060101ALI20150519BHEP |
|
17P | Request for examination filed |
Effective date: 20150724 |
|
RBV | Designated contracting states (corrected) |
Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20151204 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN Ref country code: AT Ref legal event code: REF Ref document number: 800613 Country of ref document: AT Kind code of ref document: T Effective date: 20160615 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: ROTTMANN, ZIMMERMANN + PARTNER AG, CH |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502012007126 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: FP |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160818 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PCAR Free format text: NEW ADDRESS: GARTENSTRASSE 28 A, 5400 BADEN (CH) |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160819 Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160919 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502012007126 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20170221 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20161231 Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20161205 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20170831 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20170102 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20161205 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20161205 Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20161205 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20171219 Year of fee payment: 6 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20161231 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20171221 Year of fee payment: 6 Ref country code: AT Payment date: 20171215 Year of fee payment: 6 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20121205 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 Ref country code: MK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R081 Ref document number: 502012007126 Country of ref document: DE Owner name: TREMCO CPG GERMANY GMBH, DE Free format text: FORMER OWNER: TREMCO ILLBRUCK PRODUKTION GMBH, 92439 BODENWOEHR, DE Ref country code: DE Ref legal event code: R082 Ref document number: 502012007126 Country of ref document: DE Representative=s name: HANNKE BITTNER & PARTNER, PATENT- UND RECHTSAN, DE Ref country code: DE Ref legal event code: R081 Ref document number: 502012007126 Country of ref document: DE Owner name: TREMCO ILLBRUCK GMBH, DE Free format text: FORMER OWNER: TREMCO ILLBRUCK PRODUKTION GMBH, 92439 BODENWOEHR, DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20160518 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MM Effective date: 20190101 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 800613 Country of ref document: AT Kind code of ref document: T Effective date: 20181205 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190101 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20181231 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20181231 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20181205 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 502012007126 Country of ref document: DE Representative=s name: HANNKE BITTNER & PARTNER, PATENT- UND RECHTSAN, DE Ref country code: DE Ref legal event code: R081 Ref document number: 502012007126 Country of ref document: DE Owner name: TREMCO CPG GERMANY GMBH, DE Free format text: FORMER OWNER: TREMCO ILLBRUCK GMBH, 92439 BODENWOEHR, DE |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CZ Payment date: 20201127 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20201203 Year of fee payment: 9 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CZ Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20211205 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20211205 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20240131 Year of fee payment: 12 |