EP3674506B1 - Support element for supporting a window frame - Google Patents

Support element for supporting a window frame Download PDF

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Publication number
EP3674506B1
EP3674506B1 EP18215948.3A EP18215948A EP3674506B1 EP 3674506 B1 EP3674506 B1 EP 3674506B1 EP 18215948 A EP18215948 A EP 18215948A EP 3674506 B1 EP3674506 B1 EP 3674506B1
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EP
European Patent Office
Prior art keywords
support element
intumescent material
strip
wall
layer
Prior art date
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Active
Application number
EP18215948.3A
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German (de)
French (fr)
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EP3674506C0 (en
EP3674506A1 (en
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ISO Chemie GmbH
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ISO Chemie GmbH
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Publication date
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Priority to EP18215948.3A priority Critical patent/EP3674506B1/en
Priority to US16/718,477 priority patent/US20200208400A1/en
Publication of EP3674506A1 publication Critical patent/EP3674506A1/en
Application granted granted Critical
Publication of EP3674506C0 publication Critical patent/EP3674506C0/en
Publication of EP3674506B1 publication Critical patent/EP3674506B1/en
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Anticipated expiration legal-status Critical

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/94Protection against other undesired influences or dangers against fire
    • E04B1/941Building elements specially adapted therefor
    • E04B1/943Building elements specially adapted therefor elongated
    • EFIXED CONSTRUCTIONS
    • E06DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06BFIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B1/00Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
    • E06B1/003Cavity wall closers; Fastening door or window frames in cavity walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/762Exterior insulation of exterior walls
    • E04B1/7641Elements for window or door openings, or for corners of the building
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/94Protection against other undesired influences or dangers against fire
    • E04B1/945Load-supporting structures specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E06DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06BFIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B1/00Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
    • E06B1/56Fastening frames to the border of openings or to similar contiguous frames
    • E06B1/60Fastening frames to the border of openings or to similar contiguous frames by mechanical means, e.g. anchoring means
    • E06B1/6015Anchoring means
    • E06B1/6023Anchoring means completely hidden between the frame and the border of the opening, at least part of the means being previously fixed to the wall
    • EFIXED CONSTRUCTIONS
    • E06DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06BFIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B1/00Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
    • E06B1/02Base frames, i.e. template frames for openings in walls or the like, provided with means for securing a further rigidly-mounted frame; Special adaptations of frames to be fixed therein

Definitions

  • the invention relates to a strip-shaped support element for supporting a window frame, in particular a pre-wall mounting frame.
  • the invention also relates to a structural section or a building which has at least one support element according to the invention, and to the use of the support element for fire retardancy of a building, e.g. as a fire barrier or to prevent the spread of flames and/or smoke gases upwards along the building facade or in/on a thermal insulation composite system and/or to reduce the temperature rise on a side of the support element facing away from a fire.
  • a structural section or a building which has at least one support element according to the invention, and to the use of the support element for fire retardancy of a building, e.g. as a fire barrier or to prevent the spread of flames and/or smoke gases upwards along the building facade or in/on a thermal insulation composite system and/or to reduce the temperature rise on a side of the support element facing away from a fire.
  • Support elements for supporting a window frame have been used for several years in conjunction with thermal insulation composite systems to artificially extend a wall opening for a window outwards.
  • a support part made of load-bearing rigid foam is screwed to the side of the wall and serves, particularly on the underside, to support the window frame to be installed.
  • a partition wall forms a gap with the inner wall in which the support element is arranged.
  • the load-bearing support element with a more or less triangular cross-section can be supplemented by an insulating part, which consists, for example, of hard soft foam and together with the support element forms a two-part body with a preferably cuboid cross-section.
  • EP 2 899 353 A1 provides a support element that enables particularly easy transport and installation.
  • WO 2017/099614 A1 represents a support element according to the preamble of claim 1.
  • EICS external thermal insulation composite systems
  • EPS expanded polystyrene foam
  • XPS extruded polystyrene foam
  • WO 2017/077069 describes a functional material that has a thermosetting material such as PUR/PIR or phenolic rigid foam, a binding material for binding the thermosetting material and an additive that is intended to improve the fire behaviour, e.g. expanded graphite.
  • This material is intended to be used, for example, as a thermal insulation element for ETICS, facade insulation or roof insulation, especially as a panel.
  • Coating or impregnation of flammable thermal insulation elements and other construction parts, e.g. sealing tape, with flame retardants is also known in the state of the art, see e.g. EP 3 363 959 A1 , EP 2 963 198 A1 , DE 20 017 102 227 U1 , EP 0 902 062 A1 .
  • Fire protection barriers e.g. made of metal, mineral wool or polymer materials, are already known in the state of the art; their use in thermal insulation is intended to prevent the risk of fire spreading to one of the next higher floors.
  • EP 2 088 253 A shows a fire protection barrier element made of polyurethane foam (PUR foam) and/or polyisocyanurate foam (PIR foam) with a homogeneous density between 26 and 80 kg/m 3 .
  • PUR foam polyurethane foam
  • PIR foam polyisocyanurate foam
  • the present invention is based on the object of improving the fire protection of other structural elements of buildings, e.g. of pre-wall mounting frames, or of contributing to fire protection with the help of such elements already used, in particular in the context of fire barriers.
  • the invention provides a strip-shaped support element suitable for supporting a window frame with a first longitudinally extending side surface which can be used for bearing against a wall and a second longitudinally extending side surface which runs substantially perpendicular to the first side surface and can be used to support the window frame, wherein the support element is formed from a load-bearing material, and wherein the support element comprises intumescent material on at least one surface in a thickness of at least 10 mm, namely expandable graphite in a proportion of 5-70%.
  • Expandable graphite can preferably be present in a proportion of 5-20%, more preferably 5-15%. Unless otherwise stated, percentages are always defined as mass/mass in the context of the present invention. Expandable graphite, also called expandable graphite, can be produced from the naturally occurring mineral graphite.
  • a graphite flake consists of layers of carbon atoms arranged in a honeycomb pattern. Within the layers, the atoms are very firmly connected by covalent bonds.
  • the particle size can be between 80% ⁇ 75 ⁇ m and 80% > 1500 ⁇ m.
  • the particle size of the expanded graphite used in the invention is generally over 60% at least 100 ⁇ m or at least 500 ⁇ m, the average particle size is preferably 500-1500 ⁇ m.
  • the particle size can be determined, for example, using a sieve analysis in accordance with DIN 66165.
  • the starting temperature of the expansion is at least 140°C, preferably at least 160°C, at least 170°C or at least 180°C.
  • the starting temperature of the expansion and expansion rate can be influenced by the fineness of the graphite.
  • the expandable graphite When exposed to heat, the expandable graphite expands and forms an intumescent layer on the material surface. This slows down the spread of the fire and counteracts the most dangerous consequences of a fire for humans, the formation of toxic gases and smoke.
  • the proportion of expandable graphite is preferably 5-10%, which is sufficient for the fire-retardant effect. If the proportion of expandable graphite is too high, other negative effects for the desired products come into play, e.g. the high thermal conductivity of graphite ( ⁇ ztk 2012, Highly filled graphite polymer compounds for use in thermal management, thesis TU Darmstadt ).
  • expanded graphite according to the invention has other advantages in addition to the characteristics that are helpful for fire protection, such as the fact that materials produced with it produce less dust during processing, e.g. when sawing. Materials can therefore also be used to minimize dust formation during processing.
  • the support element further comprises at least one polymer, preferably thermosetting plastic.
  • a support element with rigid foam e.g. PUR rigid foam, preferably polyurethane/polyisocyanurate rigid foam, PIT rigid foam or phenolic rigid foam, has particularly good mechanical and thermal insulation properties.
  • the support element has shredded PUR and/or PIR rigid foam and/or shredded phenolic rigid foam as the thermosetting material, which is bound by a binding material, e.g. liquid or pasty PUR and/or PIR at least when exposed to temperature, preferably also at room temperature (25°C).
  • a binding material e.g. liquid or pasty PUR and/or PIR at least when exposed to temperature, preferably also at room temperature (25°C).
  • the particle size of the intumescent material is preferably 0.1-2 times the size of the shredded rigid foam particles, ideally approximately the same size, in order to ensure good miscibility.
  • fiber materials e.g. mineral fibers or non-mineral fibers
  • fiber materials can be introduced into the starting material before pressing, such as carbon fibers.
  • the starting material is pressed in a pressing direction P.
  • the starting material which comprises, for example, expanded graphite
  • the support element essentially consists of the polymer, e.g. a PUR/PIR rigid foam as described herein.
  • the proportion of polymer can be, for example, 40-97%, and when combined with expanded graphite, e.g. 70-97%, preferably 80-95% or 90-95%. Since recycled thermal insulation boards can be used as shredded thermosetting material, this can introduce impurities, e.g. film material, such as aluminum, applied to these boards.
  • the support element is preferably halogen-free.
  • the proportion of binding material is usually a maximum of 20%, and the proportion of shredded rigid foam is usually around 60-75%.
  • Plates produced by the pressing process can be cut into strip-shaped support elements, whereby the production of L-shaped support elements is possible, for example, by milling or by connecting a wider and a narrower element.
  • the support element consists of a substantially homogeneous material, i.e. the intumescent material is not only introduced in one or more layers, but continuously, i.e. essentially the whole or the entire support element consists of the mixture with the intumescent material.
  • the support element can consist of a polymer, in particular based on PUR or PUR/PIR, such as a rigid polyurethane foam with expanded graphite (e.g. 5-10%), which can be produced by pressing a starting material by compressing expanded graphite flakes in a polyurethane matrix in a pressing direction P to a bulk density of 500-600 kg/m 3.
  • the support element consists of shredded PUR and/or PIR rigid foam which is bound by a binding material, e.g. liquid or pasty PUR and/or PIR.
  • a binding material e.g. liquid or pasty PUR and/or PIR.
  • these components, together with the intumescent material, namely expanded graphite, are subjected to pressure and optionally increased temperature in a pressing direction P.
  • the bulk density of the material is, for example, 300-1000 kg/m 3 , 500-600 kg/m 3 , or about 550 kg/m 3 .
  • the material used according to the invention has a fire behavior according to at least a fire reaction class C according to DIN EN 13501-1 and/or corresponding to at least a building material class B1 according to DIN 4102-1 and is therefore considered to be flame-retardant.
  • the inventors have discovered that in the event of a fire, for example when exposed to flames for 30 minutes at 180°C, the intumescent material expands from a layer approximately 10 mm thick on the side facing the fire and forms an insulating layer.
  • the support element therefore comprises intumescent material on at least one surface with a thickness of at least 10 mm. At least within this thickness, the intumescent material or the particles of intumescent material are distributed essentially homogeneously.
  • the intumescent material is not coated on the surface of the support element, but embedded in the matrix of the support element.
  • At least one layer parallel to the second side surface of the support element comprises the intumescent material, preferably the second side surface of the support element.
  • the second longitudinal side surface of the support element runs essentially perpendicular to the first side surface, which can be used for contact with a wall.
  • the second side surface can be used to support a window frame.
  • the longitudinal direction is defined by the longest dimension of the strip-shaped element.
  • the strip-shaped element can be present without any connection to other elements, but it can also already be installed, e.g. in a building section, for example as a pre-wall mounting frame for a window or a door.
  • the second side surface of the support element When installed as a frame, for example as a pre-wall mounting frame, the second side surface of the support element forms the inside of the frame facing the window frame. This means that the surface of this side surface is particularly exposed to flames in the event of a fire, particularly above the window opening, from which flames can erupt in the event of a fire.
  • a fire-retardant or flame-retardant surface according to the invention at this point which is created by the intumescent effect of the material, e.g. the expansion of the expandable graphite, can thus prevent or at least significantly delay the spread of flames to material located above the window opening, e.g. flammable insulating material of a thermal insulation composite system. Even in the event of a fire that spreads within the thermal insulation composite system, a support element according to the invention thus offers an effective barrier that can prevent or significantly delay further spread upwards.
  • the expansion of the expanded graphite also effectively prevents the sealing tape, which is generally placed between the casing and the window frame, from having a fire-promoting effect on the side facing the window frame. Any gaps that may arise are sealed by the expansion.
  • a layer parallel to the second side surface of the support element comprises the intumescent material, which is not the second side surface, this is the side facing away from the window opening in the installed state, e.g. the underside of a frame, which also represents an effective horizontal barrier against the upward spread of a fire in or on a building.
  • joints can be located between the frame and an optional pre-wall in the building.
  • Combustible insulating materials located between the wall and the pre-wall can ignite quickly in the event of a fire, and if no further structural measures have been taken, the fire can spread very quickly upwards in this gap.
  • joints in a building between the frame and Prefabricated walls are often several centimetres wide, e.g. 10-200 mm.
  • the vertical spread of fire through these joints can be prevented or at least significantly delayed. The penetration of smoke through such joints can also be minimised.
  • the support element can comprise intumescent material on at least one surface, which is a third side surface running in the longitudinal direction, which borders the second side surface on the side opposite the first side surface.
  • the third side surface preferably runs parallel to the first side surface, e.g. in the case of an L-shape of the support element.
  • This side can thus face a prefabricated wall when installed.
  • substantially all surfaces (e.g. at least 90% of the area) or all surfaces of the support element comprise the intumescent material.
  • the first side surface which may be used for abutment against a wall, does not comprise any intumescent material, since the wall is generally not made of a combustible material.
  • the intumescent material can be present in a thickness of 11-50 mm, 12-40 mm, 15-30 mm, or 10-20 mm.
  • the proportion of expandable graphite is then preferably between 5 and 20%.
  • At least all surfaces of the support element other than the first side surface or all surfaces of the support element comprise the intumescent material.
  • the support element can therefore have a layered construction.
  • the support element comprises at least one layer that has a load-bearing capacity that exceeds the load-bearing capacity of the material on the surface that comprises the intumescent material.
  • Such an internal layer with a high load-bearing capacity can, for example, have a compressive stress at 10% compression according to DIN EN 826 of 2 to 15 MPa, preferably 4 to 8 MPa or particularly preferably 6 to 8 MPa. It can, for example, contain fiber material, such as carbon fibers and/or glass fibers.
  • the inner material can have essentially the same load-bearing capacity as the outer material.
  • the inner material consists of the same material as the outer layer(s), except for the intumescent material. In this case, the layered structure primarily leads to a reduction in costs, since less intumescent material needs to be used.
  • a layered construction can be produced by connecting (e.g. gluing, screwing) different layers.
  • a binding material e.g. liquid or pasty PUR and/or PIR
  • intumescent material e.g. expanded graphite
  • the outer layers with intumescent material have a thickness of at least 10 mm. Support elements according to the invention can be produced from panels produced in this way.
  • the support element is made of a load-bearing material, i.e. it has a total load-bearing capacity or compressive strength that is at least sufficient to support a window.
  • the compressive stress at 10% compression according to DIN EN 826 is 2 to 15 MPa, in particular 4 to 8 MPa or 6 to 8 MPa.
  • the pressing direction P during the production of the raw material for the support element has an influence on the structure of the raw material and thus also on the properties of the support element in the event of a fire.
  • the support element can be designed such that the pressing direction P relevant during production is aligned perpendicular to the first side surface of the support element or that the pressing direction P relevant during production is aligned perpendicular to the second side surface of the support element.
  • the expansion of the intumescent material on a surface perpendicular to the pressing direction P results in a greater expansion in the event of fire than on a surface parallel to the pressing direction P.
  • the expansion of expandable graphite on a surface perpendicular to the pressing direction P causes, when exposed to flame after 30 minutes, as described herein, expansion of expandable graphite from an approx. 1 cm thick layer on the surface, which leads to the formation of an approx. 8 cm thick insulating layer with expanded graphite.
  • expansion of expandable graphite on a surface parallel to the pressing direction P when exposed to flame after 30 minutes, as described herein leads to expansion of expandable graphite from an approx. 1 cm thick layer on the surface, which leads to the formation of an approx. 4 cm thick insulating layer with expanded graphite.
  • the support element is preferably designed such that the pressing direction P is aligned perpendicular to the second side surface of the support element.
  • the support element can in particular comprise rigid polyurethane foam, preferably with 5-10% expanded graphite, which can be produced by pressing a starting material in which expanded graphite flakes are pressed in a polyurethane and/or polyisocyanurate matrix in a pressing direction P to a bulk density of 500-600 kg/m 3 , wherein the pressing direction P is aligned perpendicular to the second side surface of the support element.
  • a particularly thick insulating layer of expanded graphite forms on the surfaces of the support element which, as described herein, are particularly important for fire protection, in particular for preventing the upward spread of flames, and which are aligned parallel to the second surface of the support element. This prevents or at least significantly delays burn-through.
  • the support element according to the invention itself has a good thermal insulation effect, it can be used without additional insulation.
  • the support element according to the invention is preferably used together with an insulating part which can be connected to the support element in order to improve the thermal insulation ability.
  • the insulating part is preferably made of foam or mineral wool, preferably of hard soft foam. This foam should preferably be self-supporting. Examples of materials that can be used are thermal insulation materials such as polystyrene, Styrodur, Styrofoam, Styrofoam or Neopur.
  • the insulating part can be made of soft foam, e.g. hard soft foam.
  • At least one through hole for receiving a fastening element for fastening the support element to the wall can already be provided through a first leg of the support element, running from the inner side surface to the first side surface. In this way, the craftsman is spared the step of creating the through hole on the construction site.
  • a geometry that is particularly preferred within the scope of the invention is when the support element is essentially L-shaped in cross section. This ensures that slanted surfaces on the support element are avoided, which make handling more difficult when creating through holes or when inserting fastening elements into the through holes.
  • the support element can also be essentially T-shaped in cross section, or cuboid-shaped.
  • the second leg has the second side surface and the first and second side surfaces also intersect at the same angle at which the second leg protrudes from the first leg. This is particularly true for the design of the support element with an L-shaped cross section.
  • first leg it is also possible for the first leg to also have the second side surface, which is then arranged adjacent to the first side surface.
  • This design is inevitable for the support element with a T-shaped cross-section, but can also be present for the support element with an L-shaped cross-section.
  • the invention provides a frame, such as a pre-wall mounting frame, comprising support elements according to the invention, each having a surface comprising intumescent material.
  • the frame can be part of a building section.
  • the invention also relates to a building section with a wall, at least one support element according to the invention arranged laterally from the wall, which is fastened to the wall by means of at least one fastening element, so that the first side surface of the support element rests against the wall, and a window frame which is at least partially supported on the second side surface of the support element.
  • a building section equipped with support elements according to the invention usually comprises a wall, a partition wall and a gap arranged between the wall and the partition wall.
  • the support elements according to the invention are generally arranged in the gap between the wall and the partition wall and fastened to the wall by means of fastening elements.
  • a window frame is arranged adjacent to the gap and rests on the second side surfaces of the support elements.
  • a thermal insulation layer attached to the wall can also be provided, which has an opening for a window. The support element then protrudes into this thermal insulation layer.
  • the building section can have a thermal insulation composite system, a ventilated facade or a double-shell masonry.
  • a building according to the invention comprises a building section according to the invention and has a thermal insulation composite system, a ventilated facade or a double-shell masonry and generally at least one window.
  • a structural section or a building according to the invention can also comprise a plurality of support elements according to the invention.
  • support elements can advantageously be designed to be horizontally continuous, e.g. by connecting them directly to one another. At least one surface of the support element forms a horizontally continuous fire barrier. This can be achieved by designing a substantially horizontally continuous window front that is installed with support elements according to the invention. Alternatively, it is possible to design only one support element to be continuous.
  • the support elements according to the invention are spaced apart from one another, with a fire-retardant layer being introduced horizontally between the support elements, wherein the layer can comprise mineral wool or another flame-retardant material.
  • Such fire barriers can be installed on every floor or every second floor of the building.
  • the invention also relates to the use of a strip-shaped support element or structural section according to the invention for fire protection of a building.
  • this use serves to prevent or at least significantly delay the spread of flames and/or smoke gases upwards, in particular in thermal insulation composite systems, a ventilated facade or a double-shell masonry.
  • this use serves to minimize the temperature rise on a side of the support element facing away from a fire.
  • the temperature rise on a side of the support element facing away from a fire is significantly lower than with a support element according to the prior art, in particular at joints.
  • Support elements according to the invention can thus be used so that, preferably when exposed to flames (e.g. at 180°C according to DIN 1366-4), the temperature rise at joints between adjacent support elements on the side facing away from the flame is minimized, whereby it is preferably less than 55°C after 25 minutes.
  • Fig.1 a first embodiment of the support element according to the invention for supporting a window frame is shown.
  • the support element 2 is angular in cross section.
  • An insulating part 4 with a cuboid cross section can be connected to the support element 2.
  • the insulating part 4 can also be designed differently or be omitted entirely.
  • the support element 2 extends primarily in a longitudinal direction.
  • the length of a support element 2 in the longitudinal direction can be freely selected and is preferably between 10 and 150 cm.
  • the support element 2 can be formed in one piece or consist of two parts that are firmly connected to one another. In the embodiment shown, the support element 2 is L-shaped in cross section. The shape of the support element 2 can also be cuboid-shaped or have a beveled surface.
  • the support element 2 is made of a load-bearing material that is suitable for bearing the load of the window frame without deforming.
  • the material of the support element 2 has a compressive stress at 10% compression according to DIN EN 826 in the range of 2 to 15 MPa, in particular in the range of 4 to 8 MPa.
  • the bulk density of the material should be in the range of 100 to 1,200 kg/m 3 , preferably between 350 and 800 kg/m 3 .
  • the thermal conductivity of the rigid foam material should be in the range of 0.05 to 0.2 W/mK, preferably in the range of 0.06 to 0.15 W/mK.
  • the material is dimensionally stable and compression-stable under the load of the window.
  • the support element 2 has a first longitudinally extending side surface 6 which is designed to rest against a wall 8 ( Fig.2 ).
  • the first side surface 6 is part of a first leg 10 of the support element 2.
  • the support element 2 also has a second longitudinally extending side surface 12 which is substantially perpendicular to the first side surface 6 and serves to support a window frame 34 ( Fig.2 ).
  • the second side surface 12 is part of a second leg 16 of the support element 2, which is connected to the first leg 10 and protrudes from the first leg 10 at an angle. In the example shown, the angle is 90°.
  • the first side surface 6 and the second side surface 12 abut one another along an edge and also intersect at the same angle as the two legs 10, 16, i.e. here at 90°.
  • the second side surface 12 and the third side surface 45 also abut one another along an edge and intersect at an angle of 90° in the preferred embodiment shown.
  • each through hole 18 can be provided, which allow the passage of one or more fastening elements 20 ( Fig.2 ), for example screws.
  • Each through hole 18 thus runs through the first leg 10 of the support element 2 from an inner side surface 22, which is opposite the first side surface 6, to the first side surface 6.
  • each fastening element 20 serves to fasten the support element 2 to the wall 8.
  • the insulating part 4 is arranged in the area of the inner side surface 22 of the first leg 10 of the support element 2. It is preferably made of foam or mineral wool, particularly preferably of hard soft foam. As a rule, such foams are self-supporting, but cannot bear any load. Examples of such materials are polystyrene, Styrodur, Styrofoam, Styrofoam or Neopur, with densities ⁇ 100 kg/m 3 , preferably ⁇ 50 kg/m 3 , which are considered thermal insulation materials.
  • the compressive strength of such thermal insulation materials is preferably at most 50% of the compressive strength of the load-bearing rigid foam preferably used for the support element 2, as a rule less than 20%.
  • the insulating part 4 is pivotably connected to an outer edge region of the first leg 10 of the support element 2. It can also be pivotably connected to an outer edge region of the second leg 16 of the support element 2.
  • Fig.1 Above, an insulating position of the insulating part 4 is shown, in which the insulating part 4 at least largely covers the inner side surface 22 of the first leg 10 of the support element 2, in the present case even completely. In this position, the insulating part 4 preferably lies against both the first leg 10 and the second leg 16 of the support element 2. It is particularly preferred if the support element 2 and the insulating part 4 complement each other to form a rectangular cross-sectional shape. The combination of support element 2 and insulating part 4 is preferably also transported in this insulating position.
  • Fig.1 below shows the pivoting insulating part 4, which is on its way to a working position in which it contacts the inner side surface 22 of the first leg 10 of the support element 2 is at least largely exposed.
  • the fastening elements 20 can be introduced unhindered into the through holes 18.
  • the craftsman also has unhindered access to the first leg 10 of the support element 2 in the working position of the insulating part 4 and can create the through holes 18 there before inserting the fastening elements 20 through the through holes 18 into the wall 8.
  • the swivel angle between the working position and the insulating position of the insulating part 4 is generally between 60 and 120°, but is not subject to any restrictions.
  • the swiveling connection between the insulating part 4 and the support element 2 is preferably formed by a flexible adhesive strip 24 which is glued to both the insulating part 4 and the support element 2.
  • the adhesive strip 24 is designed to directly overlap an abutting edge between the support element 2 and the insulating part 4.
  • many other arrangements of the adhesive strip 24 are also possible.
  • the insulating part 4 and the support element 2 could be connected to one another via another elastic element, the insulating part 4 could also be laminated directly to the support element 2 over a small area, or another mechanical pivoting connection could be implemented between the insulating part 4 and the support element 2.
  • a second adhesive strip 26 is also provided, which connects the edge area of the second leg 16 of the support element 2 to the insulating part 4.
  • This adhesive strip 26 should at least be easily detachable from the support element 2, since it must be detached from the support element 2 before the insulating part 4 is pivoted into the working position ( Fig.1 below).
  • the adhesive strip 26 is reusable, so that it can be reattached to the support element 2 after the support element 2 has been attached to the wall 8 and the insulating part 4 has been pivoted back into the insulating position.
  • the detachable connection between the insulating part 4 and the second leg 16 of the support element 2 can also be realized in another way.
  • the detachable adhesive connection between the insulating part 4 and the support element 2 is logically present between the insulating part 4 and the first leg 10 of the support element 2.
  • the pivoting connection between the insulating part 4 and the support element 2 can also be the only connection between these two components.
  • the insulating part 4 should then remain in the insulating position without external influence, for example by being releasably wedged between the inner side of the support element 2, which runs perpendicular to the inner side surface 22, and the pivot connection due to a suitable choice of the size and shape of the support element 2 and the insulating part 4.
  • the insulating part 4 can also be designed such that the surface of the insulating part 4 arranged adjacent to the inner side surface 22 of the support element 2 provides sufficient space for the parts of the fastening elements 20 that may protrude from the inner side surface 22 (not shown in the drawing).
  • Fig. 2 the installation situation of a support element 2 according to the invention is sketched, wherein the orientation of the support element 2 represents the installation situation below the window opening.
  • the building section 28 shown comprises, in addition to the wall 8 to which the support element 2 is attached by means of the fastening elements 20, usually also a pre-wall 30, which is usually formed by a thermal insulation material.
  • This pre-wall 30 is ventilated from behind and the support element 2 according to the invention is arranged in the gap 32 between the wall 8 and the pre-wall 30.
  • the pre-wall 30 is usually connected to the wall 8 by means of webs, projections or pins.
  • the window frame 34 is usually arranged adjacent to the gap 32 and is supported on the second side surface 12 of the support element 2.
  • Sealing elements 36 for example made of PUR foam, can also be inserted between the window frame 34 and the support element 2.
  • sealing elements 38 for example made of PUR foam, can be arranged between the window frame 34 and a projection of the partition wall 30 that projects beyond the height of the support element 2.
  • the strip-shaped support elements are usually arranged around the entire window opening. However, one or more support elements can also be installed just below the window opening, as this is where the main weight of the window rests.
  • the one or more support elements on the underside of the window opening will usually be connected to the wall 8 by means of screws or the like.
  • an adhesive connection between the support element 2 and the wall 8 may be sufficient under certain circumstances.
  • the adhesive connection can also be advantageous in addition to the fastening by means of the fastening elements 20.
  • the adhesive can preferably also serve as a diffusion brake at the same time.
  • the length of a support element corresponds exactly to the corresponding length or width of the window opening.
  • several support elements can also be lined up on each side of the window opening.
  • the individual support elements are mitred and either lie flush against one another or are preferably attached to one another, in particular glued.
  • the support element 2 made of Fig. 3a corresponds to the support element made of Fig.1 with the difference that there is no insulating part. It is provided with intumescent material throughout.
  • the other described embodiments also lack an insulating part, but it could be present in each case.
  • the support element 2 made of Fig. 3b corresponds to the support element made of Fig. 3a with the difference that it is not L-shaped in cross section, but wedge-shaped with a bevel on a side facing away from the first side surface 6.
  • the shape of the bevel can be varied as desired. It is also conceivable that the support element 2 is cuboid-shaped in cross section.
  • the support element 2 made of Fig. 3c corresponds to the support element made of Fig. 3a with the difference that not the entire support element is provided with intumescent material, but only a layer 47 with intumescent material is provided on the second side surface 12.
  • the remaining layer 46 has no intumescent material.
  • the layer 47 is at least 10 mm thick.
  • the intumescent material, namely expanded graphite, is preferably present in layer 47 in a proportion of 5-20%. With this design, a particularly strong expansion of the intumescent material upwards in the direction of the window frame is ensured in the event of a fire.
  • the support element 2 made of Fig. 3d corresponds to the support element made of Fig. 3c with the difference that the layer 47 with intumescent material is arranged on the third side surface 45, which faces away from the first side surface 6. Otherwise, the same parameters apply to the layer 47 as to Fig. 3c This design ensures that the intumescent material expands particularly strongly to the side (to the right in the picture) in the direction of the pre-wall in the event of a fire.
  • the support element 2 made of Fig. 3e corresponds to the support element made of Fig. 3c with the difference that a further layer 47 with intumescent material is arranged on the side facing away from the second side surface 12.
  • the non-inventive support element 2 made of Fig. 3f corresponds to the support element made of Fig. 3c with the difference that the layer 47 with intumescent material is thinner, preferably with a thickness of between 0.25 mm and 10 mm, more preferably between 0.5 mm and 5 mm, even more preferably between 1 mm and 3 mm. If the intumescent material is expandable graphite, it is preferably present in the layer 47 in a proportion of 20-70%, more preferably in a proportion of 30-60%.
  • the strip-shaped layer 47 with intumescent material in Fig. 3f is fabric-like, foil-like or paper-like.
  • the layer 47 is in its original state preferably in the form of a roll, which is unwound and glued onto the layer 46.
  • Fig. 3f In the embodiment according to Fig. 3f In the event of a fire, a particularly strong expansion of the intumescent material upwards towards the window frame is guaranteed.
  • the non-inventive support element 2 made of Fig. 3g corresponds to the support element made of Fig. 3f with the difference that the layer 47 with intumescent material is arranged on the third side surface 45, which faces away from the first side surface 6. Otherwise, the same parameters apply to the layer 47 as to Fig. 3f This design ensures that the intumescent material expands particularly strongly to the side (to the right in the picture) in the direction of the pre-wall in the event of a fire.
  • the non-inventive support element 2 made of Fig. 3h corresponds to the support element made of Fig. 3f with the difference that the layer 47 with intumescent material covers only a part of the second side surface 12.
  • the layer 47 of the embodiment of the Fig. 3d is also with the layers 47 of the embodiment of Fig. 3c or 3e
  • different thin layers 47 can be combined with different thick layers 47.
  • the thin layer 47 can be made of Fig. 3g with the thick layer 47 of Fig. 3c be combined.
  • all side surfaces or any selection of side surfaces can be completely or partially covered with a layer 47 of intumescent material.
  • one or more layers 47 can also extend only over a part of the respective side surface.
  • Example 1A Support element with water glass
  • the inert sodium or potassium silicate (10-20%) is mixed with the base material, e.g. a PUR rigid foam or a PUR/PIR rigid foam and optionally one or more additives, e.g. a hardener, to form a homogeneous mass.
  • the mixture is pressed in a mold and cured by heat. Plates can be cut and processed into strip-shaped support elements according to the invention.
  • Example 1B Support element with expanded graphite
  • PUR and/or PIR rigid foam which has been shredded to a maximum particle size of approx. 5 mm, preferably approx. 1 mm, and which comes from production residues and/or recycled material, e.g. old insulation boards, is mixed with 5-10%, preferably 7.5% expanded graphite (average particle size approx. 1 mm) and PUR-based binding material in a ratio of 1:5, calculated on the mass of the shredded rigid foam, e.g. in liquid form.
  • the mixture is placed in a board mold and subjected to temperature and pressure in a pressing direction P perpendicular to the surface of the boards, so that a rigid foam material with a bulk density of approx. 550 kg/m 3 is produced.
  • the thickness of the boards is preferably 2-7 cm.
  • shredded rigid foam parts, expanded graphite flakes and binding material can be added alternately in layers (e.g. by sprinkling) and then pressed.
  • Hardened plates resulting from the pressing process are cut into strip-shaped parts, and L-shaped support elements 2 are produced according to Fig. 3a are produced by connecting a wider and a narrower element, wherein in both elements the pressing direction P is preferably perpendicular to the second surface 12, which is suitable for supporting the window frame 24 (see Fig.1 ).
  • the connection is made by gluing and/or mechanical fastening using nails, screws or metal staples.
  • Example 1C Support element with expanded graphite-containing layer
  • the upper layer 47 of the manufactured plate (ie a surface perpendicular to the pressing direction P) is provided with a thickness of at least 10 mm, preferably 15 mm, of expanded graphite, the remainder of the support element not being expanded graphite.
  • the strip-shaped support elements are manufactured as described in Example 1B.
  • support elements 2 according to the invention made of PUR/PIR rigid foam with expanded graphite, produced according to Example 1B, with a thickness of 30 mm or 50 mm were flame-treated at 180°C (see structure Fig. 5d ) and the temperature increases on the opposite side were measured in comparison to corresponding rigid foam without expanded graphite after 5, 15 and 25 minutes.
  • Table 1 30 mm, area Material without expanded graphite Material with expanded graphite Measuring point 3.29 4.03 4.10 4.14 3.01 3.07 3.08 3.14 5min 1 0 1 0 1 1 1 7 15 minutes 15 23 26 2 22 21 24 29 25 min 52 52 52 20 43 43 48 53
  • Table 2 30mm on joint without expandable graphite with expandable graphite Measuring point 3.32 4.07 3.04 3.11 5min 4 2 2 10 15 minutes 30 32 17 35 25 min 117 158 45 56
  • Table 3 50mm, area Material without expanded graphite Material with expanded graphite Measuring point 4.11 4.17 4.18 4.24 3.15 3.21 3.22 3.28 5min 0 0 0 0 0 0 3 3 15 minutes 1 3 2 2 3 4 4 25 min 11 11 17 11 9 9 12
  • Table 4 50mm on joint without expandable graphite with expandable graphite Measuring point 4.14 4.21 3.18 3.25 5min 1 2 0 3 15 minutes 2 4 3 4 25 min 20 18 12 12 12
  • Table 5 30mm area Material without expanded graphite Material with expanded graphite Measuring point 1.15 1.21 1.22 1.28 1.29 7.07 7.08 7.14 5min 8th 0 5 1 8th 1 8th 5 15 minutes 19 22 30 20 33 25 30 30 25 min 57 50 52 49 57 44 49 50
  • Table 6 30mm on joint without expandable graphite with expandable graphite Measuring point 1.18 1.25 1.32 7.11 5min 2 1 2 3 15 minutes 30 22 30 25 25 min 80 67 50 45
  • the temperature of the rigid foam without expanded graphite on the ceiling rose by an average of 137.5°C at the joint, while for material with expanded graphite the temperature rose by an average of only 50.5°C.
  • the temperature of the rigid foam without expanded graphite rose by an average of 73.5°C at the joint, while for material with expanded graphite the temperature rose by an average of only 47.5°C.
  • Fig. 4a and 4b show support elements according to the invention with homogeneously distributed expanded graphite with an original thickness of 3 cm that have been exposed to flames from one side (in the picture above) for 30 minutes. 1 cm of the material used in the invention produces a graphite layer of approx. 8 cm.
  • Fig. 5a to 5c show top views of the flamed side of support elements according to the invention with homogeneously distributed expanded graphite with an expanded graphite layer on the flamed side.
  • the arrows point to the joints between adjacent components.
  • Fig. 5d shows the setup of the flame experiments.
  • the arrows indicate the direction of flame in different experiments.
  • the expanded graphite layer protrudes significantly above the plane of the concrete elements between the support elements, while the element was flush with it before flame exposure (especially Fig. 5b ).
  • Fig. 6a On the left is a part of a 30 mm thick support element sawn from one side after 30 minutes of flame exposure, in which the pressing direction P, indicated by the arrow, runs horizontally.
  • the expansion in the pressing direction P is approximately twice as large (approx. 8 cm) as the expansion on the side perpendicular to the pressing direction, here the side exposed to the flames on the right (approx. 4 cm).
  • Fig. 6b shows the sample rotated by 90°C. It was thus determined that the expansion of the intumescent material on a surface perpendicular to the pressing direction P causes a greater expansion in the event of a fire than on a surface parallel to the pressing direction P.

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Description

Die Erfindung betrifft ein streifenförmiges Stützelement zur Abstützung eines Fensterrahmens, insbesondere eine Vorwandmontagezarge.The invention relates to a strip-shaped support element for supporting a window frame, in particular a pre-wall mounting frame.

Gegenstand der Erfindung ist auch ein Bauwerksabschnitt oder ein Gebäude, welcher oder welches mindestens ein erfindungsgemäßes Stützelement aufweist, und die Verwendung des Stützelements zur Brandhemmung eines Gebäudes, z.B. als Brandriegel bzw. zum Verhindern der Ausbreitung von Flammen und/oder Rauchgas nach oben entlang der Gebäudefassade oder in/an einem Wärmedämmverbundsystem und/oder zur Verringerung des Temperaturanstiegs auf einer von einem Brand abgewandten Seite des Stützelements.The invention also relates to a structural section or a building which has at least one support element according to the invention, and to the use of the support element for fire retardancy of a building, e.g. as a fire barrier or to prevent the spread of flames and/or smoke gases upwards along the building facade or in/on a thermal insulation composite system and/or to reduce the temperature rise on a side of the support element facing away from a fire.

Stützelemente zur Abstützung eines Fensterrahmens, insbesondere Vorwandmontagezargen, werden seit einigen Jahren in Verbindung mit Wärmedämmverbundsystemen verwendet, um eine Wandöffnung für ein Fenster künstlich nach außen hin zu verlängern. Gemäß EP 2 639 394 A2 wird ein Stützteil aus lasttragendem Hartschaumstoff seitlich an der Wand verschraubt und dient, insbesondere an der Unterseite, der Abstützung des einzusetzenden Fensterrahmens. So bildet z.B. eine Vorwand mit der inneren Wand einen Zwischenraum, in dem das Stützelement angeordnet ist. Das Last tragende Stützelement mit mehr oder weniger dreieckigem Querschnitt kann durch ein Isolierteil ergänzt sein, das beispielsweise aus hartem Weichschaum besteht und gemeinsam mit dem Stützelement einen zweiteiligen Körper mit vorzugsweise quaderförmigen Querschnitt bildet.Support elements for supporting a window frame, in particular pre-wall mounting frames, have been used for several years in conjunction with thermal insulation composite systems to artificially extend a wall opening for a window outwards. According to EP 2 639 394 A2 A support part made of load-bearing rigid foam is screwed to the side of the wall and serves, particularly on the underside, to support the window frame to be installed. For example, a partition wall forms a gap with the inner wall in which the support element is arranged. The load-bearing support element with a more or less triangular cross-section can be supplemented by an insulating part, which consists, for example, of hard soft foam and together with the support element forms a two-part body with a preferably cuboid cross-section.

EP 2 899 353 A1 stellt ein Stützelement zur Verfügung, das einen besonders einfachen Transport und Einbau ermöglicht. WO 2017/099614 A1 stellt ein Stützelement entsprechend der Präambel von Anspruch 1 dar. EP 2 899 353 A1 provides a support element that enables particularly easy transport and installation. WO 2017/099614 A1 represents a support element according to the preamble of claim 1.

Ein Problem bei dem Einsatz von Wärmedämm-Verbundsystemen (WDVS), in denen Vorwandmontagezargen meist eingesetzt werden, ist eine Brennbarkeit von oft verbauten Isoliermaterialien, welche z.B. Polystyrol-Hartschaum wie Expandierten Polystyrol-Hartschaum (EPS) oder Extrudierten Polystyrol-Hartschaum (XPS) umfassen. Insbesondere können sich bei einem Hausbrand die Flammen über die Fassade oder eventuelle Zwischenräume zwischen innerer Wand und Vorwand auf das nächsthöhere Stockwerk ausbreiten, wobei ein Kamineffekt entstehen kann.One problem with the use of external thermal insulation composite systems (ETICS), in which pre-wall mounting frames are usually used, is the flammability of the insulating materials often used, which include, for example, polystyrene foam such as expanded polystyrene foam (EPS) or extruded polystyrene foam (XPS). In particular, in the event of a house fire, the flames can spread across the facade or any gaps between the inner wall and the pre-wall to the next floor up, which can create a chimney effect.

WO 2017/077069 beschreibt einen Funktionswerkstoff, der ein duroplastisches Material wie PUR/PIR- oder Phenol-Hartschaum, ein Bindematerial zum Binden des duroplastischen Materials und ein Additiv aufweist, welches das Brandverhalten verbessern soll, z.B. Blähgraphit. Dieses Material soll z.B. als Wärmedämmelement für WDVS, Fassadendämmung oder Dachdämmung eingesetzt werden, insbesondere als Platte. Eine Beschichtung oder Imprägnierung von entflammbaren Wärmedämmelementen und sonstigen Konstruktionsteilen, z.B. Dichtungsband, mit Flammschutzmitteln ist im Stand der Technik ebenfalls bekannt, siehe z.B. EP 3 363 959 A1 , EP 2 963 198 A1 , DE 20 017 102 227 U1 , EP 0 902 062 A1 . DE 20 2012 103 609 U1 beschreibt Polystyrolschäume, die mit Hexabromcyclododecan (HBCD) als Flammschutzmittel ausgerüstet sind, oder die mit einem Mantel aus Polyurethanschaum, welcher Flammschutzmittel wie TCPP (Trichlorisopropylphosphat), TBBPA-Ester (Tetrabrombisphenolester) oder PBDE (Pentabromdiphenylether) enthält, versehen sind. WO 2017/077069 describes a functional material that has a thermosetting material such as PUR/PIR or phenolic rigid foam, a binding material for binding the thermosetting material and an additive that is intended to improve the fire behaviour, e.g. expanded graphite. This material is intended to be used, for example, as a thermal insulation element for ETICS, facade insulation or roof insulation, especially as a panel. Coating or impregnation of flammable thermal insulation elements and other construction parts, e.g. sealing tape, with flame retardants is also known in the state of the art, see e.g. EP 3 363 959 A1 , EP 2 963 198 A1 , DE 20 017 102 227 U1 , EP 0 902 062 A1 . DE 20 2012 103 609 U1 describes polystyrene foams that are treated with hexabromocyclododecane (HBCD) as a flame retardant or that are coated with a polyurethane foam shell containing flame retardants such as TCPP (trichloroisopropyl phosphate), TBBPA ester (tetrabromobisphenol ester) or PBDE (pentabromodiphenyl ether).

Es sind im Stand der Technik auch bereits Brandschutzriegel, z.B. aus Metall, Mineralwolle oder polymeren Materialien bekannt, durch deren Verwendung in einer Wärmedämmung die Gefahr eines Feuerüberschlags zu einem der nächsthöheren Stockwerke verhindert werden soll. EP 2 088 253 A zeigt ein Brandschutzriegelelement aus Polyurethanschaum (PUR-Schaum) und oder Polyisocyanuratschaum (PIR-Schaum) mit einer homogenen Rohdichte zwischen 26 und 80 kg/m3. Brandschutzriegel sind z.B. in Deutschland in Hochhäusern alle zwei Stockwerke, in anderen Ländern zum Teil auch in jedem Stockwerk vorgeschrieben.Fire protection barriers, e.g. made of metal, mineral wool or polymer materials, are already known in the state of the art; their use in thermal insulation is intended to prevent the risk of fire spreading to one of the next higher floors. EP 2 088 253 A shows a fire protection barrier element made of polyurethane foam (PUR foam) and/or polyisocyanurate foam (PIR foam) with a homogeneous density between 26 and 80 kg/m 3 . In Germany, for example, fire protection barriers are required in high-rise buildings every two floors, and in other countries they are sometimes required on every floor.

Der vorliegenden Erfindung liegt die Aufgabe zugrunde, den Brandschutz weiterer konstruktiver Elemente von Gebäuden, z.B. von Vorwandmontagezargen, zu verbessern bzw. mit Hilfe solcher ohnehin verwendeten Elemente zum Brandschutz, insbesondere im Rahmen von Brandschutzriegeln, beizutragen.The present invention is based on the object of improving the fire protection of other structural elements of buildings, e.g. of pre-wall mounting frames, or of contributing to fire protection with the help of such elements already used, in particular in the context of fire barriers.

Die Erfindung stellt ein streifenförmiges Stützelement zur Verfügung, geeignet zur Abstützung eines Fensterrahmens mit einer ersten in Längsrichtung verlaufenden Seitenfläche, die zur Anlage an einer Wand dienen kann, und einer zweiten in Längsrichtung verlaufenden Seitenfläche, die im Wesentlichen senkrecht zur ersten Seitenfläche verläuft und zur Abstützung des Fensterrahmens dienen kann, wobei das Stützelement aus einem tragfähigen Material gebildet ist, und wobei das Stützelement an mindestens einer Oberfläche in einer Dicke von mindestens 10 mm intumeszentes Material umfasst, nämlich Blähgraphit in einem Anteil von 5-70%.The invention provides a strip-shaped support element suitable for supporting a window frame with a first longitudinally extending side surface which can be used for bearing against a wall and a second longitudinally extending side surface which runs substantially perpendicular to the first side surface and can be used to support the window frame, wherein the support element is formed from a load-bearing material, and wherein the support element comprises intumescent material on at least one surface in a thickness of at least 10 mm, namely expandable graphite in a proportion of 5-70%.

Bevorzugt kann Blähgraphit in einem Anteil von 5-20%, mehr bevorzugt 5-15% vorliegen. Prozentuale Anteile sind, sofern nicht anders angegeben, im Rahmen der vorliegenden Erfindung immer als Masse/Masse definiert. Blähgraphit, auch expandierbarer Graphit genannt, kann aus dem natürlich vorkommenden Mineral Graphit hergestellt werden. Eine Graphitflocke besteht aus Schichten von wabenförmig angeordneten Kohlenstoffatomen. Innerhalb der Schichten sind die Atome durch kovalente Bindungen sehr fest verbunden.Expandable graphite can preferably be present in a proportion of 5-20%, more preferably 5-15%. Unless otherwise stated, percentages are always defined as mass/mass in the context of the present invention. Expandable graphite, also called expandable graphite, can be produced from the naturally occurring mineral graphite. A graphite flake consists of layers of carbon atoms arranged in a honeycomb pattern. Within the layers, the atoms are very firmly connected by covalent bonds.

Zwischen den Schichten herrschen nur schwache Bindungskräfte, so dass Moleküle zwischen die Graphitschichten eingelagert werden können. Durch die Einlagerung von Säuren, üblicherweise Schwefelsäure, wird Graphit in Blähgraphit umgewandelt. Wird Blähgraphit erhitzt, expandieren die Graphitflocken je nach Qualität ab einer Temperatur von ca. 140°C auf ein Vielfaches des ursprünglichen Volumens. Durch das Verdampfen der eingelagerten Verbindungen werden die Graphitschichten ziehharmonikaartig auseinandergetrieben. Die expandierten Flocken haben eine "würmchenartige" Erscheinungsform und sind üblicherweise mehrere Millimeter lang ( Vijay J. Bhagat: Behaviour of expandable graphite as a flameretardant in flexible polyurethane foam Presented at: Polyurethane Foam Association (PFA) Arlington, Virginia, USA, May 10, 2001 ). Die Expansionsrate von Blähgraphit ist ca. 30-400 cm3/g.There are only weak binding forces between the layers, so that molecules can be embedded between the graphite layers. By incorporating acids, usually sulfuric acid, graphite is converted into expandable graphite. If expandable graphite is heated, the graphite flakes expand to several times their original volume, depending on the quality, starting at a temperature of around 140°C. The evaporation of the embedded compounds causes the graphite layers to be driven apart like an accordion. The expanded flakes have a "worm-like" appearance and are usually several millimeters long ( Vijay J. Bhagat: Behaviour of expandable graphite as a flameretardant in flexible polyurethane foam Presented at: Polyurethane Foam Association (PFA) Arlington, Virginia, USA, May 10, 2001 ). The expansion rate of expandable graphite is approximately 30-400 cm 3 /g.

Die Teilchengröße kann zwischen 80% < 75 m und 80% > 1500 µm liegen. Die Teilchengröße des erfindungsgemäß eingesetzten Blähgraphits liegt im Allgemeinen zu über 60% bei zumindest 100 µm oder zumindest 500 µm, bevorzugt liegen die mittleren Teilchengrößen bei 500-1500 µm. Je größer die Teilchengröße, desto mehr Blähdruck entsteht im Brandfall. Große Korngrößen (300-1500 µm) werden daher vor allem eingesetzt, wenn ein großes Volumen zugeschäumt werden soll. Die Teilchengröße kann z.B. mit einer Siebanalyse nach DIN 66165 bestimmt werden.The particle size can be between 80% < 75 µm and 80% > 1500 µm. The particle size of the expanded graphite used in the invention is generally over 60% at least 100 µm or at least 500 µm, the average particle size is preferably 500-1500 µm. The larger the particle size, the more expansion pressure is generated in the event of a fire. Large grain sizes (300-1500 µm) are therefore used primarily when a large volume is to be foamed. The particle size can be determined, for example, using a sieve analysis in accordance with DIN 66165.

Die Start-Temperatur der Expansion ist mindestens 140°C, bevorzugt mindestens 160°C, mindestens 170°C oder mindestens 180°C. Die Start-Temperatur der Expansion und Expansionsrate können durch die Feinheit des Graphits beeinflusst werden. Bei Hitzeeinwirkung expandiert der Blähgraphit und bildet eine Intumeszenzschicht auf der Materialoberfläche. Dies verlangsamt die Brandausweitung und wirkt den für den Menschen gefährlichsten Brandfolgen, der Bildung toxischer Gase und Rauch, entgegen. Bevorzugt liegt der Anteil von Blähgraphit bei 5-10%, was für die brandhemmende Wirkung ausreicht. Bei einem zu großen Anteil an Blähgraphit kommen andere, für die vorliegend gewünschten Produkte negative Wirkungen zum Tragen, z.B. die hohe Wärmeleitfähigkeit von Graphit ( Öztürk 2012, Hochgefüllte Graphit-Polymer-Compounds für Einsätze im Wärmemanagement, Dissertation TU Darmstadt ).The starting temperature of the expansion is at least 140°C, preferably at least 160°C, at least 170°C or at least 180°C. The starting temperature of the expansion and expansion rate can be influenced by the fineness of the graphite. When exposed to heat, the expandable graphite expands and forms an intumescent layer on the material surface. This slows down the spread of the fire and counteracts the most dangerous consequences of a fire for humans, the formation of toxic gases and smoke. The proportion of expandable graphite is preferably 5-10%, which is sufficient for the fire-retardant effect. If the proportion of expandable graphite is too high, other negative effects for the desired products come into play, e.g. the high thermal conductivity of graphite ( Öztürk 2012, Highly filled graphite polymer compounds for use in thermal management, dissertation TU Darmstadt ).

Es hat sich herausgestellt, dass die erfindungsgemäße Verwendung von Blähgraphit neben den für Brandschutz hilfreichen Charakteristika auch weitere Vorteile aufweist, etwa stauben damit hergestellte Materialien bei der Verarbeitung, z.B. bei Sägen, weniger. Erfindungsgemäße Materialien können daher auch eingesetzt werden, um die Staubbildung bei der Verarbeitung zu minieren.It has been found that the use of expanded graphite according to the invention has other advantages in addition to the characteristics that are helpful for fire protection, such as the fact that materials produced with it produce less dust during processing, e.g. when sawing. Materials can therefore also be used to minimize dust formation during processing.

Das Stützelement umfasst ferner mindestens ein Polymer, bevorzugt Duroplast. Besonders gute mechanische und Wärmedämmungs-Eigenschaften weist ein Stützelement mit Hartschaum auf, z.B. PUR-Hartschaum, bevorzugt Polyurethan / Polyisocyanurat-Hartschaum, PIT-Hartschaum oder Phenol-Hartschaum. In einer bevorzugten Ausführungsform weist das Stützelement als duroplastisches Material zerkleinerten PUR- und/oder PIR-Hartschaum und/oder zerkleinerten Phenolhartschaum auf, der durch ein Bindematerial gebunden ist, z.B. zumindest unter Temperaturbeaufschlagung, bevorzugt auch bei Raumtemperatur (25°C) flüssiges oder pastöses PUR- und/oder PIR. Im Rahmen der Herstellung werden diese Bestandteile gemeinsam mit dem eingebrachten Intumeszenzmaterial mit Temperatur und/oder Druck, im Allgemeinen mit beidem, beaufschlagt. Dabei ist die Partikelgröße des Intumeszenzmaterials bevorzugt die 0.1-2fache Größe der zerkleinerten Hartschaum-Partikel, am besten ungefähr die gleiche Größe, um eine gute Mischbarkeit zu gewährleisten.The support element further comprises at least one polymer, preferably thermosetting plastic. A support element with rigid foam, e.g. PUR rigid foam, preferably polyurethane/polyisocyanurate rigid foam, PIT rigid foam or phenolic rigid foam, has particularly good mechanical and thermal insulation properties. In a preferred embodiment, the support element has shredded PUR and/or PIR rigid foam and/or shredded phenolic rigid foam as the thermosetting material, which is bound by a binding material, e.g. liquid or pasty PUR and/or PIR at least when exposed to temperature, preferably also at room temperature (25°C). During production, these components are subjected to temperature and/or pressure, generally both, together with the introduced intumescent material. The particle size of the intumescent material is preferably 0.1-2 times the size of the shredded rigid foam particles, ideally approximately the same size, in order to ensure good miscibility.

Es können ferner Fasermaterialien, z.B. mineralische Fasern oder nicht-mineralische Fasern, vor dem Pressen in das Ausgangsmaterial eingebracht werden, etwa Carbonfasern.Furthermore, fiber materials, e.g. mineral fibers or non-mineral fibers, can be introduced into the starting material before pressing, such as carbon fibers.

Insbesondere wird das Ausgangsmaterial in einer Pressrichtung P verpresst. Bevorzugt wird das Ausgangsmaterial, welches z.B. Blähgraphit umfasst, in einer Pressrichtung P zu einer Rohdichte von 500-600 kg/m3 verpresst. Im Wesentlichen besteht das Stützelement neben dem intumeszenten Material aus dem Polymer, z.B. einen PUR/PIR-Hartschaum wie hierin beschrieben. Der Anteil des Polymers (zerkleinerter Hartschaum und Bindematerial gemeinsam) kann z.B. 40-97% betragen, bei Kombination mit Blähgraphit z.B. 70-97%, bevorzugt 80-95% oder 90-95%. Da als zerkleinertes duroplastisches Material recycelte Wärmedämmplatten eingesetzt werden können, können dadurch Verunreinigungen eingebracht werden, z.B. auf diese Platten aufgebrachtes Folienmaterial, etwa aus Aluminium. Bevorzugt ist das Stützelement halogenfrei. Dabei ist der Anteil des Bindematerials üblicherweise maximal 20%, und der Anteil des zerkleinerten Hartschaums üblicherweise ca. 60-75%.In particular, the starting material is pressed in a pressing direction P. Preferably, the starting material, which comprises, for example, expanded graphite, is pressed in a pressing direction P to a bulk density of 500-600 kg/m 3. In addition to the intumescent material, the support element essentially consists of the polymer, e.g. a PUR/PIR rigid foam as described herein. The proportion of polymer (shredded rigid foam and binding material together) can be, for example, 40-97%, and when combined with expanded graphite, e.g. 70-97%, preferably 80-95% or 90-95%. Since recycled thermal insulation boards can be used as shredded thermosetting material, this can introduce impurities, e.g. film material, such as aluminum, applied to these boards. The support element is preferably halogen-free. The proportion of binding material is usually a maximum of 20%, and the proportion of shredded rigid foam is usually around 60-75%.

Durch den Pressvorgang entstandene Platten können in streifenförmige Stützelemente geschnitten werden, wobei die Herstellung L-förmiger Stützelemente z.B. durch Fräsen oder durch Verbinden eines breiteren und eines schmaleren Elements möglich ist.Plates produced by the pressing process can be cut into strip-shaped support elements, whereby the production of L-shaped support elements is possible, for example, by milling or by connecting a wider and a narrower element.

In einer Ausführungsform besteht das Stützelement aus einem im Wesentlichen homogenen Material, d.h. das intumeszente Material ist nicht nur in einer oder mehreren Schichten eingebracht, sondern durchgehend, es besteht also im Wesentlichen das ganze oder das ganze Stützelement aus der Mischung mit dem intumeszenten Material. Zum Beispiel kann das Stützelement aus einem Polymer, insbesondere auf PUR oder PUR/PIR-Basis wie einem Polyurethan-Hartschaum mit Blähgraphit (z.B. 5-10%), bestehen, herstellbar durch Pressen eines Ausgangsmaterials, indem Blähgraphit-Flocken in einer Polyurethan-Matrix in einer Pressrichtung P zu einer Rohdichte von 500-600 kg/m3 verpresst werden. In einer bevorzugten Ausführungsform besteht das Stützelement aus zerkleinertem PUR- und/oder PIR-Hartschaum, der durch ein Bindematerial gebunden ist, z.B. flüssiges oder pastöses PUR und/oder PIR. Im Rahmen der Herstellung werden diese Bestandteile gemeinsam mit dem eingebrachten Intumeszenzmaterial, nämlich Blähgraphit, mit Druck und optional erhöhter Temperatur in einer Pressrichtung P beaufschlagt. Die Rohdichte des Materials ist z.B. 300-1000 kg/m3, 500-600 kg/m3, oder etwa 550 kg/m3.In one embodiment, the support element consists of a substantially homogeneous material, i.e. the intumescent material is not only introduced in one or more layers, but continuously, i.e. essentially the whole or the entire support element consists of the mixture with the intumescent material. For example, the support element can consist of a polymer, in particular based on PUR or PUR/PIR, such as a rigid polyurethane foam with expanded graphite (e.g. 5-10%), which can be produced by pressing a starting material by compressing expanded graphite flakes in a polyurethane matrix in a pressing direction P to a bulk density of 500-600 kg/m 3. In a preferred embodiment, the support element consists of shredded PUR and/or PIR rigid foam which is bound by a binding material, e.g. liquid or pasty PUR and/or PIR. During production, these components, together with the intumescent material, namely expanded graphite, are subjected to pressure and optionally increased temperature in a pressing direction P. The bulk density of the material is, for example, 300-1000 kg/m 3 , 500-600 kg/m 3 , or about 550 kg/m 3 .

Bevorzugt weist der erfindungsgemäß eingesetzte Werkstoff ein Brandverhalten gemäß zumindest einer Brandreaktionsklasse C gemäß DIN EN 13501-1 und/oder entsprechend zumindest einer Baustoffklasse B1 gemäß DIN 4102-1 auf und gilt damit als schwer entflammbar.Preferably, the material used according to the invention has a fire behavior according to at least a fire reaction class C according to DIN EN 13501-1 and/or corresponding to at least a building material class B1 according to DIN 4102-1 and is therefore considered to be flame-retardant.

Die Erfinder haben herausgefunden, dass im Brandfall z.B. bei einer Beflammung über 30 min bei 180°C das Intumeszenzmaterial auf der dem Feuer zugewandten Seite aus einer ca. 10 mm dicken Schicht expandiert und eine Isolierschicht bildet. Das Stützelement umfasst daher an mindestens einer Oberfläche in einer Dicke von mindestens 10 mm intumeszentes Material. Mindestens innerhalb dieser Dicke ist das intumeszente Material bzw. sind die Partikel intumeszenten Materials im Wesentlichen homogen verteilt. Das intumeszente Material ist in dieser Ausführungsform nicht auf die Oberfläche des Stützelements beschichtet, sondern in die Matrix des Stützelements eingebettet.The inventors have discovered that in the event of a fire, for example when exposed to flames for 30 minutes at 180°C, the intumescent material expands from a layer approximately 10 mm thick on the side facing the fire and forms an insulating layer. The support element therefore comprises intumescent material on at least one surface with a thickness of at least 10 mm. At least within this thickness, the intumescent material or the particles of intumescent material are distributed essentially homogeneously. In this embodiment, the intumescent material is not coated on the surface of the support element, but embedded in the matrix of the support element.

In einer bevorzugten Ausführungsform umfasst mindestens eine zu der zweiten Seitenfläche des Stützelements parallele Schicht das intumeszente Material, bevorzugt die zweite Seitenfläche des Stützelements. Die zweite in Längsrichtung verlaufende Seitenfläche des Stützelements verläuft im Wesentlichen senkrecht zur ersten Seitenfläche, welche zur Anlage an eine Wand dienen kann. Die zweite Seitenfläche kann zur Abstützung eines Fensterrahmens dienen.In a preferred embodiment, at least one layer parallel to the second side surface of the support element comprises the intumescent material, preferably the second side surface of the support element. The second longitudinal side surface of the support element runs essentially perpendicular to the first side surface, which can be used for contact with a wall. The second side surface can be used to support a window frame.

Die Längsrichtung ist dabei durch die längste Dimension des streifenförmigen Elements definiert. Das streifenförmige Element kann ohne Verbindung zu weiteren Elementen vorliegen, es kann aber auch bereits verbaut sein, z.B. in einem Gebäudeabschnitt, etwa als Vorwandmontagezarge beispielsweise für ein Fenster oder eine Tür.The longitudinal direction is defined by the longest dimension of the strip-shaped element. The strip-shaped element can be present without any connection to other elements, but it can also already be installed, e.g. in a building section, for example as a pre-wall mounting frame for a window or a door.

Im verbauten Zustand als Zarge, etwa als Vorwandmontagezarge, bildet die zweite Seitenfläche des Stützelements die dem Fensterrahmen zugewandte Innenseite der Zarge. Damit ist die Oberfläche dieser Seitenfläche bei einem Brand besonders den Flammen ausgesetzt, insbesondere oberhalb der Fensteröffnung, aus der bei einem Brand Flammen schlagen können. Eine erfindungsgemäße brandhemmende oder schwer entflammbare Oberfläche an dieser Stelle, die durch die Intumeszenzwirkung des Materials, z.B. die Expansion des Blähgraphits, zustande kommt, kann damit ein Übergreifen der Flammen auf Material, welches sich oberhalb der Fensteröffnung befindet, z.B. entflammbares Isoliermaterial eines Wärmedämmverbundsystems, verhindern oder zumindest signifikant verzögern. Auch bei einem Brand, der sich innerhalb des Wärmedämmverbundsystems ausbreitet, bietet ein erfindungsgemäßes Stützelement so eine wirkungsvolle Barriere, die ein weiteres Ausbreiten nach oben verhindern oder signifikant verzögern kann.When installed as a frame, for example as a pre-wall mounting frame, the second side surface of the support element forms the inside of the frame facing the window frame. This means that the surface of this side surface is particularly exposed to flames in the event of a fire, particularly above the window opening, from which flames can erupt in the event of a fire. A fire-retardant or flame-retardant surface according to the invention at this point, which is created by the intumescent effect of the material, e.g. the expansion of the expandable graphite, can thus prevent or at least significantly delay the spread of flames to material located above the window opening, e.g. flammable insulating material of a thermal insulation composite system. Even in the event of a fire that spreads within the thermal insulation composite system, a support element according to the invention thus offers an effective barrier that can prevent or significantly delay further spread upwards.

Die Expansion des Blähgraphits verhindert ferner auf der dem Fensterrahmen zugewandten Seite wirkungsvoll, dass ein im Allgemeinen zwischen Zarge und Fensterahmen angebrachtes Dichtband brandfördernd wirken kann. Evtl. entstehende Zwischenräume werden durch die Expansion abgedichtet.The expansion of the expanded graphite also effectively prevents the sealing tape, which is generally placed between the casing and the window frame, from having a fire-promoting effect on the side facing the window frame. Any gaps that may arise are sealed by the expansion.

Umfasst alternativ oder zusätzlich eine zur zweiten Seitenfläche des Stützelements parallele Schicht das intumeszente Material, welche nicht die zweite Seitenfläche ist, so handelt es sich um die im verbauten Zustand von der Fensteröffnung abgewandte Seite, also z.B. die Unterseite einer Zarge, welche ebenfalls eine wirksame horizontale Barriere gegen das Ausbreiten eines Brandes in oder an einem Gebäude nach oben darstellt.If, alternatively or additionally, a layer parallel to the second side surface of the support element comprises the intumescent material, which is not the second side surface, this is the side facing away from the window opening in the installed state, e.g. the underside of a frame, which also represents an effective horizontal barrier against the upward spread of a fire in or on a building.

Weitere für die Ausbreitung von Bränden kritische Stellen sind Fugen, die zwischen der Zarge und einer optional im Gebäude vorhandenen Vorwand liegen können. Zwischen Wand und Vorwand befindliche brennbare Isoliermaterialien können sich im Brandfall schnell entzünden, wobei sich der Brand, wenn keine weiteren baulichen Maßnahmen ergriffen wurden, sehr schnell in diesem Zwischenraum nach oben ausbreiten kann. Z.B. wegen unterschiedlicher Abstände zwischen Wand und Vorwand oder um eine Hinterlüftung der Vorwand zu gewährleisten, liegen in einem Gebäude oft Fugen zwischen der Zarge und Vorwand vor, welche eine Ausdehnung von oftmals einigen Zentimetern Breite aufweisen, z.B. 10-200 mm. Erfindungsgemäß kann eine vertikale Ausbreitung von Bränden durch diese Fugen verhindert oder zumindest signifikant verzögert werden. Auch ein Hindurchdringen von Rauch durch solche Fugen kann minimiert werden.Other critical points for the spread of fire are joints that can be located between the frame and an optional pre-wall in the building. Combustible insulating materials located between the wall and the pre-wall can ignite quickly in the event of a fire, and if no further structural measures have been taken, the fire can spread very quickly upwards in this gap. For example, due to different distances between the wall and the pre-wall or to ensure ventilation behind the pre-wall, there are often joints in a building between the frame and Prefabricated walls are often several centimetres wide, e.g. 10-200 mm. According to the invention, the vertical spread of fire through these joints can be prevented or at least significantly delayed. The penetration of smoke through such joints can also be minimised.

Erfindungsgemäß kann das Stützelement an mindestens einer Oberfläche intumeszentes Material umfassen, welche eine dritte in Längsrichtung verlaufende Seitenfläche ist, die an die zweite Seitenfläche auf der der ersten Seitenfläche gegenüberliegenden Seite angrenzt. Bevorzugt verläuft dabei die dritte Seitenfläche parallel zu der ersten Seitenfläche, z.B. bei einer L-Form des Stützelements. Diese Seite kann damit im eingebauten Zustand einer Vorwand zugewandt sein. Bei Expansion des Blähgraphits an dieser Seitenfläche verschließt sich vorteilhafterweise eine potentiell dort befindliche Fuge, so dass eine Ausbreitung von Flammen durch die Fuge verhindert werden kann. Auch bei einer dreieckigen Form des Stützelements kommt dieser Vorteil, wenn auch je nach Winkel in geringerem Maße, zum Tragen.According to the invention, the support element can comprise intumescent material on at least one surface, which is a third side surface running in the longitudinal direction, which borders the second side surface on the side opposite the first side surface. The third side surface preferably runs parallel to the first side surface, e.g. in the case of an L-shape of the support element. This side can thus face a prefabricated wall when installed. When the expandable graphite expands on this side surface, a joint potentially located there is advantageously closed, so that the spread of flames through the joint can be prevented. This advantage also applies when the support element is triangular in shape, albeit to a lesser extent depending on the angle.

Bevorzugt weisen im Wesentlichen alle Oberflächen (z.B. mindestens 90% der Fläche) oder alle Oberflächen des Stützelements das intumeszente Material auf. Optional weist die erste Seitenfläche, die zur Anlage an eine Wand dienen kann, kein intumeszentes Material auf, da die Wand im Allgemeinen nicht aus einem brennbaren Material besteht.Preferably, substantially all surfaces (e.g. at least 90% of the area) or all surfaces of the support element comprise the intumescent material. Optionally, the first side surface, which may be used for abutment against a wall, does not comprise any intumescent material, since the wall is generally not made of a combustible material.

Das intumeszente Material kann in einer Dicke von 11-50 mm, 12-40 mm, 15-30 mm, oder 10-20 mm, vorliegen. Dann liegt der Anteil von Blähgraphit vorzugsweise zwischen 5 und 20%.The intumescent material can be present in a thickness of 11-50 mm, 12-40 mm, 15-30 mm, or 10-20 mm. The proportion of expandable graphite is then preferably between 5 and 20%.

Bevorzugt umfassen mindestens alle Oberflächen des Stützelements außer der ersten Seitenfläche oder alle Oberflächen des Stützelements das intumeszente Material.Preferably, at least all surfaces of the support element other than the first side surface or all surfaces of the support element comprise the intumescent material.

Es ist jedoch, wie die Erfinder zeigen konnten, nicht zwangsläufig notwendig, dass auch weiter innen intumeszentes Material umfasst ist. Das Stützelement kann also eine Schichtkonstruktion aufweisen. In einer Ausführungsform umfasst das Stützelement mindestens eine Schicht, die eine Tragfähigkeit aufweist, welche die Tragfähigkeit des Materials an der Oberfläche, welche das intumeszente Material umfasst, übersteigt. Eine solche innen liegende Schicht mit hoher Tragfähigkeit kann z.B. eine Druckspannung bei 10% Stauchung nach DIN EN 826 von 2 bis 15 MPa, bevorzugt 4 bis 8 MPa oder besonders bevorzugt 6 bis 8 MPa aufweisen. Sie kann z.B. Fasermaterial, etwa Carbonfasern und/oder Glasfasern, umfassen. Carbonfasern verlieren ansonsten im Falle eines Brandes signifikant an Tragfähigkeit, was erfindungsgemäß verhindert werden kann. Das innen liegende Material kann alternativ im Wesentlichen die gleiche Tragfähigkeit aufweisen wie das äußere Material. Optional besteht das innen liegende Material aus dem gleichen Material wie die äußere(n) Schicht(en), bis auf das intumeszente Material. In diesem Fall führt der Schichtaufbau vor allem zu einer Verringerung der Kosten, da weniger intumeszentes Material eingesetzt werden muss.However, as the inventors were able to show, it is not necessarily necessary for intumescent material to be included further inside. The support element can therefore have a layered construction. In one embodiment, the support element comprises at least one layer that has a load-bearing capacity that exceeds the load-bearing capacity of the material on the surface that comprises the intumescent material. Such an internal layer with a high load-bearing capacity can, for example, have a compressive stress at 10% compression according to DIN EN 826 of 2 to 15 MPa, preferably 4 to 8 MPa or particularly preferably 6 to 8 MPa. It can, for example, contain fiber material, such as carbon fibers and/or glass fibers. Otherwise, carbon fibers lose significant load-bearing capacity in the event of a fire, which can be prevented according to the invention. Alternatively, the inner material can have essentially the same load-bearing capacity as the outer material. Optionally, the inner material consists of the same material as the outer layer(s), except for the intumescent material. In this case, the layered structure primarily leads to a reduction in costs, since less intumescent material needs to be used.

Eine Schichtkonstruktion kann durch Verbindung (z.B. Verkleben, Verschrauben) verschiedener Schichten hergestellt werden. Es ist jedoch auch möglich, eine Schichtkonstruktion herzustellen, indem z.B. verschiedene Lagen von zerkleinertem PUR- und/oder PIR-Hartschaum jeweils außen in Anwesenheit und innen in Abwesenheit von intumeszentem Material (z.B. Blähgraphit) mit einem Bindematerial, z.B. flüssigem oder pastösem PUR- und/oder PIR versetzt und im Rahmen der Herstellung gemeinsam mit Druck und optional erhöhter Temperatur in einer Pressrichtung P beaufschlagt werden, die senkrecht zu der Richtung der Lagen verläuft. Dabei weisen die äußeren Lagen mit Intumeszenzmaterial eine Dicke von mindestens 10 mm auf. Aus so entstandenen Platten können erfindungsgemäße Stützelemente hergestellt werden.A layered construction can be produced by connecting (e.g. gluing, screwing) different layers. However, it is also possible to produce a layered construction by, for example, adding a binding material, e.g. liquid or pasty PUR and/or PIR, to different layers of shredded PUR and/or PIR rigid foam on the outside in the presence and on the inside in the absence of intumescent material (e.g. expanded graphite) and, during production, subjecting them to pressure and optionally increased temperature in a pressing direction P that runs perpendicular to the direction of the layers. The outer layers with intumescent material have a thickness of at least 10 mm. Support elements according to the invention can be produced from panels produced in this way.

Das Stützelement ist aus einem tragfähigen Material gebildet, d.h., es weist insgesamt eine Tragfähigkeit oder Druckfestigkeit auf, welche zumindest ausreicht, ein Fenster zu tragen. Bevorzugt beträgt die Druckspannung bei 10% Stauchung nach DIN EN 826 2 bis 15 MPa, insbesondere 4 bis 8 MPa oder 6 bis 8 MPa.The support element is made of a load-bearing material, i.e. it has a total load-bearing capacity or compressive strength that is at least sufficient to support a window. Preferably, the compressive stress at 10% compression according to DIN EN 826 is 2 to 15 MPa, in particular 4 to 8 MPa or 6 to 8 MPa.

Die Pressrichtung P bei der Herstellung des Rohmaterials für das Stützelement hat, wie die Erfinder festgestellt haben, einen Einfluss auf die Struktur des Rohmaterials, und damit auch auf die Eigenschaften des Stützelements im Brandfall. Sowohl bei Stützelementen aus einem homogenen Material als auch bei Schichtkonstruktionen sind herstellungsbedingt verschiedene Ausrichtungen möglich. Insbesondere kann das Stützelement so ausgebildet sein, dass die bei der Herstellung relevante Pressrichtung P senkrecht zu der ersten Seitenfläche des Stützelements ausgerichtet ist oder dass die bei der Herstellung relevante Pressrichtung P senkrecht zu der zweiten Seitenfläche des Stützelements ausgerichtet ist.As the inventors have determined, the pressing direction P during the production of the raw material for the support element has an influence on the structure of the raw material and thus also on the properties of the support element in the event of a fire. For support elements made of a homogeneous material as well as for layered constructions, different orientations are possible depending on the manufacturing process. In particular, the support element can be designed such that the pressing direction P relevant during production is aligned perpendicular to the first side surface of the support element or that the pressing direction P relevant during production is aligned perpendicular to the second side surface of the support element.

Im Rahmen der Erfindung wurde festgestellt, dass die Expansion des Intumeszenzmaterials an einer Oberfläche senkrecht zu der Pressrichtung P eine stärkere Ausdehnung im Brandfall bewirkt als an einer Oberfläche parallel zu der Pressrichtung P. Die Expansion von Blähgraphit an einer Oberfläche senkrecht zu der Pressrichtung P bewirkt bei Beflammung nach 30 min, wie hierin geschildert, Expansion von Blähgraphit aus einer ca. 1 cm dicken Schicht an der Oberfläche, die zur Bildung einer ca. 8 cm dicken Isolationsschicht mit expandiertem Graphit führt. Dagegen führt Expansion von Blähgraphit an einer Oberfläche parallel zu der Pressrichtung P bei Beflammung nach 30 min, wie hierin geschildert, zur Expansion von Blähgraphit aus einer ca. 1 cm dicken Schicht an der Oberfläche, die zur Bildung einer nur ca. 4 cm dicken Isolationsschicht mit expandiertem Graphit führt.In the context of the invention, it was found that the expansion of the intumescent material on a surface perpendicular to the pressing direction P results in a greater expansion in the event of fire than on a surface parallel to the pressing direction P. The expansion of expandable graphite on a surface perpendicular to the pressing direction P causes, when exposed to flame after 30 minutes, as described herein, expansion of expandable graphite from an approx. 1 cm thick layer on the surface, which leads to the formation of an approx. 8 cm thick insulating layer with expanded graphite. In contrast, expansion of expandable graphite on a surface parallel to the pressing direction P when exposed to flame after 30 minutes, as described herein, leads to expansion of expandable graphite from an approx. 1 cm thick layer on the surface, which leads to the formation of an approx. 4 cm thick insulating layer with expanded graphite.

Bevorzugt ist daher im Rahmen der Erfindung das Stützelement so ausgebildet, dass die Pressrichtung P senkrecht zu der zweiten Seitenfläche des Stützelements ausgerichtet ist. Das Stützelement kann insbesondere Polyurethan-Hartschaum, bevorzugt mit 5-10% Blähgraphit, umfassen, herstellbar durch Pressen eines Ausgangsmaterials, in dem Blähgraphit-Flocken in einer Polyurethan und/oder Polyisocyanurat-Matrix in einer Pressrichtung P zu einer Rohdichte von 500-600 kg/m3 verpresst werden, wobei die Pressrichtung P senkrecht zu der zweiten Seitenfläche des Stützelements ausgerichtet ist. Im Brandfall hat dies zwei wesentliche Vorteile:
Zum einen bildet sich an den, wie hierin beschrieben, für den Brandschutz, insbesondere das Verhindern der Ausbreitung von Flammen nach oben, besonders wichtigen Oberflächen des Stützelements, die parallel zur zweiten Oberfläche des Stützelements ausgerichtet sind, eine besonders dicke Isolierschicht aus expandiertem Graphit. Dadurch wird ein Durchbrennen verhindert oder zumindest signifikant verzögert.
Therefore, within the scope of the invention, the support element is preferably designed such that the pressing direction P is aligned perpendicular to the second side surface of the support element. The support element can in particular comprise rigid polyurethane foam, preferably with 5-10% expanded graphite, which can be produced by pressing a starting material in which expanded graphite flakes are pressed in a polyurethane and/or polyisocyanurate matrix in a pressing direction P to a bulk density of 500-600 kg/m 3 , wherein the pressing direction P is aligned perpendicular to the second side surface of the support element. In the event of a fire, this has two significant advantages:
Firstly, a particularly thick insulating layer of expanded graphite forms on the surfaces of the support element which, as described herein, are particularly important for fire protection, in particular for preventing the upward spread of flames, and which are aligned parallel to the second surface of the support element. This prevents or at least significantly delays burn-through.

Zum anderen findet in Richtung der Mauer und der Vorwand eine Expansion statt, die ausreicht, dort eventuell befindliche Fugen abzudichten. Dennoch sind die Expansion und damit auch der Druck auf Mauer bzw. Vorwand schwächer als bei einer umgekehrten Ausrichtung des Stützelements. Dadurch wird die strukturelle Integrität der angrenzenden Bauelemente weniger beansprucht. Es kommt bei einem Brand zu weniger Bewegung im Baukörper. Rissbildungen in der Vorwand etwa, die wiederum eine Ausbreitung von Feuer oder ein Herunterfallen von Teilen auslösen könnten, werden minimiert.On the other hand, expansion takes place in the direction of the wall and the prefabricated wall, which is sufficient to seal any joints that may be present there. Nevertheless, the expansion and thus the pressure on the wall or prefabricated wall are weaker than if the support element were aligned in the opposite direction. This means that the structural integrity of the adjacent building elements is less stressed. In the event of a fire, there is less movement in the building structure. Cracks in the prefabricated wall, for example, which could cause the fire to spread or parts to fall down, are minimized.

Da das erfindungsgemäße Stützelement selbst eine gute Wärmeisolationswirkung aufweist, kann es ohne zusätzliche Isolierung verwendet werden. Bevorzugt wird das erfindungsgemäße Stützelement jedoch zusammen mit einem Isolierteil verwendet, das mit dem Stützelement verbunden sein kann, um die Wärmeisolationsfähigkeit zu verbessern. Das Isolierteil ist vorzugsweise aus Schaumstoff oder Mineralwolle, bevorzugt aus hartem Weichschaumstoff gebildet. Dieser Schaumstoff soll vorzugsweise selbsttragend sein. Als Material kommen beispielsweise Wärmedämmstoffe wie Polystyrol, Styrodur, Styropor, Styrofoam oder Neopur in Frage. Das Isolierteil kann aus Weichschaumstoff, z.B. hartem Weichschaumstoff, gebildet sein.Since the support element according to the invention itself has a good thermal insulation effect, it can be used without additional insulation. However, the support element according to the invention is preferably used together with an insulating part which can be connected to the support element in order to improve the thermal insulation ability. The insulating part is preferably made of foam or mineral wool, preferably of hard soft foam. This foam should preferably be self-supporting. Examples of materials that can be used are thermal insulation materials such as polystyrene, Styrodur, Styrofoam, Styrofoam or Neopur. The insulating part can be made of soft foam, e.g. hard soft foam.

Um die Einbauarbeiten vor Ort zu erleichtern, kann mindestens eine Durchgangsbohrung zur Aufnahme eines Befestigungselements zur Befestigung des Stützelements an der Wand bereits durch einen ersten Schenkel des Stützelements von der inneren Seitenfläche zur ersten Seitenfläche verlaufend vorgesehen sein. Auf diese Weise bleibt dem Handwerker der Schritt des Erzeugens der Durchgangsbohrung an der Baustelle erspart.In order to facilitate installation work on site, at least one through hole for receiving a fastening element for fastening the support element to the wall can already be provided through a first leg of the support element, running from the inner side surface to the first side surface. In this way, the craftsman is spared the step of creating the through hole on the construction site.

Eine im Rahmen der Erfindung besonders bevorzugte Geometrie ist dann gegeben, wenn das Stützelement im Querschnitt im Wesentlichen L-förmig ausgebildet ist. Hierdurch wird sichergestellt, dass schräge Flächen am Stützelement vermieden werden, die die Handhabung beim Erstellen von Durchgangsbohrungen bzw. beim Einführen von Befestigungselementen in die Durchgangsbohrungen erschweren.A geometry that is particularly preferred within the scope of the invention is when the support element is essentially L-shaped in cross section. This ensures that slanted surfaces on the support element are avoided, which make handling more difficult when creating through holes or when inserting fastening elements into the through holes.

In einer Variante kann das Stützelement auch im Querschnitt im Wesentlichen T-förmig ausgebildet sein, oder quaderförmig ausgebildet sein.In a variant, the support element can also be essentially T-shaped in cross section, or cuboid-shaped.

Üblicherweise weist der zweite Schenkel die zweite Seitenfläche auf, und die erste und die zweite Seitenfläche schneiden sich ebenfalls unter demselben Winkel, unter dem der zweite Schenkel vom ersten Schenkel abragt. Dies trifft insbesondere auf die Gestaltung des Stützelements mit L-förmigem Querschnitt zu.Typically, the second leg has the second side surface and the first and second side surfaces also intersect at the same angle at which the second leg protrudes from the first leg. This is particularly true for the design of the support element with an L-shaped cross section.

Ebenso ist es aber möglich, dass der erste Schenkel auch die zweite Seitenfläche aufweist, die dann angrenzend an die erste Seitenfläche angeordnet ist. Diese Ausgestaltung ist beim Stützelement mit T-förmigem Querschnitt zwangsläufig, kann aber auch beim Stützelement mit L-förmigem Querschnitt vorliegen.However, it is also possible for the first leg to also have the second side surface, which is then arranged adjacent to the first side surface. This design is inevitable for the support element with a T-shaped cross-section, but can also be present for the support element with an L-shaped cross-section.

In einer Ausführungsform stellt die Erfindung eine Zarge, etwa eine Vorwandmontagezarge, bereit, die erfindungsgemäße Stützelemente umfasst, welche jeweils eine Oberfläche aufweisen, die intumeszentes Material umfasst. Die Zarge kann Teil eines Gebäudeabschnitts sein.In one embodiment, the invention provides a frame, such as a pre-wall mounting frame, comprising support elements according to the invention, each having a surface comprising intumescent material. The frame can be part of a building section.

Gegenstand der Erfindung ist auch ein Bauwerksabschnitt mit einer Wand, mindestens einem seitlich von der Wand angeordneten erfindungsgemäßen Stützelement, das mittels mindestens eines Befestigungselements an der Wand befestigt ist, sodass die erste Seitenfläche des Stützelements an der Wand anliegt, und einem Fensterrahmen, der zumindest teilweise an der zweiten Seitenfläche des Stützelements abgestützt ist.The invention also relates to a building section with a wall, at least one support element according to the invention arranged laterally from the wall, which is fastened to the wall by means of at least one fastening element, so that the first side surface of the support element rests against the wall, and a window frame which is at least partially supported on the second side surface of the support element.

Üblicherweise umfasst ein mit erfindungsgemäßen Stützelementen ausgestatteter Bauwerksabschnitt eine Wand, eine Vorwand und einen zwischen Wand und Vorwand angeordneten Zwischenraum. Die erfindungsgemäßen Stützelemente sind dabei in der Regel in dem Zwischenraum zwischen Wand und Vorwand angeordnet und mittels Befestigungselementen an der Wand befestigt. Ein Fensterrahmen ist angrenzend an den Zwischenraum angeordnet und liegt an den zweiten Seitenflächen der Stützelemente an. Es kann auch nur ein Stützelement vorliegen, das unterhalb des Fensterrahmens angeordnet ist und somit die Gewichtslast des Fensters abträgt. Alternativ zur Vorwand kann auch eine an der Wand befestigte Wärmedämmschicht vorgesehen sein, die eine Öffnung für ein Fenster aufweist. Das Stützelement ragt dann in diese Wärmedämmschicht hinein. Der Bauwerksabschnitt kann ein Wärmedämmverbundsystem, eine hinterlüftete Fassade oder ein zweischaliges Mauerwerk aufweisen.A building section equipped with support elements according to the invention usually comprises a wall, a partition wall and a gap arranged between the wall and the partition wall. The support elements according to the invention are generally arranged in the gap between the wall and the partition wall and fastened to the wall by means of fastening elements. A window frame is arranged adjacent to the gap and rests on the second side surfaces of the support elements. There can also be just one support element, which is arranged below the window frame and thus bears the weight of the window. As an alternative to the partition wall, a thermal insulation layer attached to the wall can also be provided, which has an opening for a window. The support element then protrudes into this thermal insulation layer. The building section can have a thermal insulation composite system, a ventilated facade or a double-shell masonry.

Bevorzugt umfasst ein erfindungsgemäßes Gebäude einen erfindungsgemäßen Bauwerksabschnitt und weist ein Wärmedämmverbundsystem, eine hinterlüftete Fassade oder ein zweischaliges Mauerwerk sowie im Allgemeinen mindestens ein Fenster auf.Preferably, a building according to the invention comprises a building section according to the invention and has a thermal insulation composite system, a ventilated facade or a double-shell masonry and generally at least one window.

Ein erfindungsgemäßer Bauwerksabschnitt oder ein erfindungsgemäßes Gebäude kann auch eine Vielzahl von erfindungsgemäßen Stützelementen umfassen. Vorteilhafterweise können in einer Ausführungsform des Bauwerksabschnitts Stützelemente horizontal durchgehend ausgebildet sein, z.B. indem sie direkt aneinander anschließen. Dabei bildet mindestens eine Oberfläche des Stützelements einen horizontal durchgehenden Brandschutzriegel aus. Dies kann dadurch erreicht werden, dass eine im Wesentlichen horizontal durchgehende Fensterfront ausgebildet ist, die mit erfindungsgemäßen Stützelementen verbaut ist. Alternativ ist es möglich, nur ein Stützelement durchgehend auszuführen.A structural section or a building according to the invention can also comprise a plurality of support elements according to the invention. In one embodiment of the structural section, support elements can advantageously be designed to be horizontally continuous, e.g. by connecting them directly to one another. At least one surface of the support element forms a horizontally continuous fire barrier. This can be achieved by designing a substantially horizontally continuous window front that is installed with support elements according to the invention. Alternatively, it is possible to design only one support element to be continuous.

Alternativ sind die erfindungsgemäßen Stützelemente voneinander beabstandet, wobei horizontal zwischen den Stützelementen eine brandhemmende Schicht eingebracht ist, wobei die Schicht Mineralwolle oder ein sonstiges schwer entflammbares Material umfassen kann.Alternatively, the support elements according to the invention are spaced apart from one another, with a fire-retardant layer being introduced horizontally between the support elements, wherein the layer can comprise mineral wool or another flame-retardant material.

Solche Brandschutzriegel können z.B. in jeder Etage oder in jeder zweiten Etage des Gebäudes ausgebildet sein.Such fire barriers can be installed on every floor or every second floor of the building.

Gegenstand der Erfindung ist auch die Verwendung eines erfindungsgemäßen streifenförmiges Stützelements oder Bauwerksabschnitts zur Brandhemmung eines Gebäudes. In einer Ausführungsform dient diese Verwendung dazu, eine Ausbreitung von Flammen und/oder Rauchgas nach oben, insbesondere in Wärmedämmverbundsystemen, einer hinterlüfteten Fassade oder einem zweischaligen Mauerwerk zu verhindern oder zumindest signifikant zu verzögern.The invention also relates to the use of a strip-shaped support element or structural section according to the invention for fire protection of a building. In one embodiment, this use serves to prevent or at least significantly delay the spread of flames and/or smoke gases upwards, in particular in thermal insulation composite systems, a ventilated facade or a double-shell masonry.

In einer anderen Ausführungsform dient diese Verwendung dazu, den Temperaturanstieg auf einer von einem Brand abgewandten Seite des Stützelements zu minimieren. Wie im Beispielteil geschildert, wurde im Rahmen der Erfindung festgestellt, dass der Temperaturanstieg auf einer von einem Brand abgewandten Seite des Stützelements deutlich geringer ausfällt als bei einem Stützelement nach dem Stand der Technik, insbesondere an Fugenstößen. So können erfindungsgemäße Stützelemente eingesetzt werden, damit bevorzugt bei Beflammung (z.B. bei 180°C nach DIN 1366-4) der Temperaturanstieg an Fugenstößen zwischen aneinandergrenzenden Stützelementen auf der der Beflammung abgewandten Seite minimiert wird, wobei er bevorzugt nach 25 min weniger als 55°C beträgt.In another embodiment, this use serves to minimize the temperature rise on a side of the support element facing away from a fire. As described in the example section, it was found within the scope of the invention that the temperature rise on a side of the support element facing away from a fire is significantly lower than with a support element according to the prior art, in particular at joints. Support elements according to the invention can thus be used so that, preferably when exposed to flames (e.g. at 180°C according to DIN 1366-4), the temperature rise at joints between adjacent support elements on the side facing away from the flame is minimized, whereby it is preferably less than 55°C after 25 minutes.

Weitere Vorteile und Eigenschaften des erfindungsgemäßen Stützelements ergeben sich aus der nachfolgenden Beschreibung unter Bezugnahme auf die Zeichnungen.

Fig. 1
zeigt Querschnittsansichten einer ersten Ausführungsform des erfindungsgemäßen Stützelements, wobei die untere Darstellung ein Isolierteil während des Verschwenkvorgangs darstellt.
Fig. 2
zeigt eine schematische Querschnittsansicht eines Bauwerksabschnitts, der eine Einbausituation des Stützelements aus Fig. 1 zeigt.
Fig. 3a bis 3e
zeigen Ansichten von alternativen erfindungsgemäßen Stützelementen.
Fig. 3f bis 3h
zeigen Ansichten von nicht erfindungsgemäßen Stützelementen.
Fig. 4a und 4b
zeigen von einer Seite (im Bild oben) für 30 min beflammte Ausführungsformen erfindungsgemäßer Stützelemente mit homogen verteiltem Blähgraphit.
Fig. 5a, 5b und 5c
zeigen das Ergebnis der Beflammungsexperimente an Ausführungsformen erfindungsgemäßer Stützelemente mit homogen verteiltem Blähgraphit mit einer expandierten Graphitschicht auf der beflammten Seite.
Fig. 5d
zeigt den Aufbau der Beflammungsexperimente. Die Pfeile geben die Beflammungsrichtung in verschiedenen Experimenten an.
Fig. 6a und 6b
zeigen die unterschiedliche Bildung von Isolierschichten bei Expansion des Graphits aus einem erfindungsgemäßen Stützelement je nach Ausrichtung zur Pressrichtung.
Further advantages and properties of the support element according to the invention will become apparent from the following description with reference to the drawings.
Fig.1
shows cross-sectional views of a first embodiment of the support element according to the invention, wherein the lower illustration shows an insulating part during the pivoting process.
Fig.2
shows a schematic cross-sectional view of a structural section showing an installation situation of the support element from Fig.1 shows.
Fig. 3a to 3e
show views of alternative support elements according to the invention.
Fig. 3f to 3h
show views of support elements not according to the invention.
Fig. 4a and 4b
show embodiments of support elements according to the invention with homogeneously distributed expandable graphite, flamed from one side (in the picture above) for 30 minutes.
Fig. 5a, 5b and 5c
show the result of the flame experiments on embodiments of support elements according to the invention with homogeneously distributed Expanded graphite with an expanded graphite layer on the flamed side.
Fig. 5d
shows the setup of the flame experiments. The arrows indicate the direction of flame in different experiments.
Fig. 6a and 6b
show the different formation of insulating layers during expansion of the graphite from a support element according to the invention depending on the orientation to the pressing direction.

In Fig. 1 ist eine erste Ausführungsform des erfindungsgemäßen Stützelements zur Abstützung eines Fensterrahmens dargestellt. Das Stützelement 2 ist im Querschnitt winkelförmig. Ein im Querschnitt quaderförmiges Isolierteil 4 kann mit dem Stützelement 2 verbunden sein. Das Isolierteil 4 kann aber auch anders ausgestaltet sein oder ganz entfallen.In Fig.1 a first embodiment of the support element according to the invention for supporting a window frame is shown. The support element 2 is angular in cross section. An insulating part 4 with a cuboid cross section can be connected to the support element 2. The insulating part 4 can also be designed differently or be omitted entirely.

Das Stützelement 2 erstreckt sich in erster Linie in einer Längsrichtung. Die Länge eines Stützelements 2 in Längsrichtung kann dabei frei gewählt werden und liegt vorzugsweise zwischen 10 und 150 cm. Das Stützelement 2 kann einstückig ausgebildet sein oder aus zwei fest miteinander verbundenen Teilstücken bestehen. Das Stützelement 2 ist in der dargestellten Ausführungsform im Querschnitt L-förmig ausgestaltet. Die Form des Stützelements 2 kann auch quaderförmig sein oder eine abgeschrägte Fläche aufweisen. Das Stützelement 2 ist aus einem tragfähigen Material gebildet, das dazu geeignet ist, die Last des Fensterrahmens zu tragen, ohne sich dabei zu verformen.The support element 2 extends primarily in a longitudinal direction. The length of a support element 2 in the longitudinal direction can be freely selected and is preferably between 10 and 150 cm. The support element 2 can be formed in one piece or consist of two parts that are firmly connected to one another. In the embodiment shown, the support element 2 is L-shaped in cross section. The shape of the support element 2 can also be cuboid-shaped or have a beveled surface. The support element 2 is made of a load-bearing material that is suitable for bearing the load of the window frame without deforming.

Es ist bevorzugt, wenn das Material des Stützelements 2 eine Druckspannung bei 10% Stauchung nach DIN EN 826 im Bereich von 2 bis 15 MPa, insbesondere im Bereich von 4 bis 8 MPa aufweist. Die Rohdichte des Materials sollte im Bereich von 100 bis 1.200 kg/m3, bevorzugt zwischen 350 bis 800 kg/m3 liegen. Die Wärmeleitfähigkeit des Hartschaummaterials sollte im Bereich von 0,05 bis 0,2 W/mK, bevorzugt im Bereich von 0,06 bis 0,15 W/mK liegen. Das Material ist formstabil und kompressionsstabil unter der Last des Fensters.It is preferred if the material of the support element 2 has a compressive stress at 10% compression according to DIN EN 826 in the range of 2 to 15 MPa, in particular in the range of 4 to 8 MPa. The bulk density of the material should be in the range of 100 to 1,200 kg/m 3 , preferably between 350 and 800 kg/m 3 . The thermal conductivity of the rigid foam material should be in the range of 0.05 to 0.2 W/mK, preferably in the range of 0.06 to 0.15 W/mK. The material is dimensionally stable and compression-stable under the load of the window.

Das Stützelement 2 weist eine erste in Längsrichtung verlaufende Seitenfläche 6 auf, die zur Anlage an einer Wand 8 (Fig. 2) dient. Die erste Seitenfläche 6 ist Teil eines ersten Schenkels 10 des Stützelements 2. Das Stützelement 2 weist außerdem eine zweite in Längsrichtung verlaufende Seitenfläche 12 auf, die im Wesentlichen senkrecht zur ersten Seitenfläche 6 verläuft und zur Abstützung eines Fensterrahmens 34 (Fig. 2) dient. Im dargestellten Ausführungsbeispiel ist die zweite Seitenfläche 12 Teil eines zweiten Schenkels 16 des Stützelements 2, der mit dem ersten Schenkel 10 verbunden ist und unter einem Winkel vom ersten Schenkel 10 abragt. Im dargestellten Beispielsfall ist der Winkel 90°. Die erste Seitenfläche 6 und die zweite Seitenfläche 12 stoßen entlang einer Kante aneinander und schneiden sich ebenfalls unter demselben Winkel wie die beiden Schenkel 10, 16, hier also unter 90°. Die zweite Seitenfläche 12 und die dritte Seitenfläche 45 stoßen ebenfalls entlang einer Kante aneinander und schneiden sich in der dargestellten bevorzugten Ausführungsform in einem Winkel von 90°.The support element 2 has a first longitudinally extending side surface 6 which is designed to rest against a wall 8 ( Fig.2 ). The first side surface 6 is part of a first leg 10 of the support element 2. The support element 2 also has a second longitudinally extending side surface 12 which is substantially perpendicular to the first side surface 6 and serves to support a window frame 34 ( Fig.2 ). In the embodiment shown, the second side surface 12 is part of a second leg 16 of the support element 2, which is connected to the first leg 10 and protrudes from the first leg 10 at an angle. In the example shown, the angle is 90°. The The first side surface 6 and the second side surface 12 abut one another along an edge and also intersect at the same angle as the two legs 10, 16, i.e. here at 90°. The second side surface 12 and the third side surface 45 also abut one another along an edge and intersect at an angle of 90° in the preferred embodiment shown.

Im ersten Schenkel 10 können eine oder vorzugsweise mehrere Durchgangsbohrungen 18 vorgesehen sein, die zum Durchtritt eines oder mehrerer Befestigungselemente 20 (Fig. 2), beispielsweise Schrauben, dienen. Jede Durchgangsbohrung 18 verläuft somit durch den ersten Schenkel 10 des Stützelements 2 von einer inneren Seitenfläche 22, die der ersten Seitenfläche 6 gegenüberliegt, zur ersten Seitenfläche 6. Wie aus Fig. 2 hervorgeht, dient jedes Befestigungselement 20 zur Befestigung des Stützelements 2 an der Wand 8.In the first leg 10, one or preferably several through holes 18 can be provided, which allow the passage of one or more fastening elements 20 ( Fig.2 ), for example screws. Each through hole 18 thus runs through the first leg 10 of the support element 2 from an inner side surface 22, which is opposite the first side surface 6, to the first side surface 6. As can be seen from Fig.2 As can be seen, each fastening element 20 serves to fasten the support element 2 to the wall 8.

Ebenso ist es möglich, dass keine Durchgangsbohrung 18 im ersten Schenkel 10 des Stützelements 2 vorgesehen ist, sondern die Durchgangsbohrung erst vor Ort durch den Handwerker in das Stützelement 2 eingebracht wird.It is also possible that no through hole 18 is provided in the first leg 10 of the support element 2, but that the through hole is only made on site in the support element 2 by the craftsman.

Das Isolierteil 4 ist im Bereich der inneren Seitenfläche 22 des ersten Schenkels 10 des Stützelements 2 angeordnet. Es ist vorzugsweise aus Schaumstoff oder Mineralwolle, besonders bevorzugt aus hartem Weichschaumstoff gebildet. In der Regel sind derartige Schaumstoffe selbsttragend, können aber keine Last abtragen. Beispiele derartiger Materialien sind Polystyrol, Styrodur, Styropor, Styrofoam oder Neopur, mit Raumgewichten < 100 kg/m3, vorzugsweise < 50 kg/m3, die als Wärmedämmstoffe gelten. Die Druckfestigkeit solcher Wärmedämmstoffe liegt vorzugsweise bei höchstens 50% der Druckfestigkeit des bevorzugt für das Stützelement 2 verwendeten tragfähigen Hartschaumstoffs, in der Regel bei weniger als 20%.The insulating part 4 is arranged in the area of the inner side surface 22 of the first leg 10 of the support element 2. It is preferably made of foam or mineral wool, particularly preferably of hard soft foam. As a rule, such foams are self-supporting, but cannot bear any load. Examples of such materials are polystyrene, Styrodur, Styrofoam, Styrofoam or Neopur, with densities < 100 kg/m 3 , preferably < 50 kg/m 3 , which are considered thermal insulation materials. The compressive strength of such thermal insulation materials is preferably at most 50% of the compressive strength of the load-bearing rigid foam preferably used for the support element 2, as a rule less than 20%.

Das Isolierteil 4 ist mit einem äußeren Randbereich des ersten Schenkels 10 des Stützelements 2 schwenkbar verbunden. Ebenso kann es mit einem äußeren Randbereich des zweiten Schenkels 16 des Stützelements 2 schwenkbar verbunden sein. In Fig. 1 oben ist eine Isolierposition des Isolierteils 4 dargestellt, in der das Isolierteil 4 die innere Seitenfläche 22 des ersten Schenkels 10 des Stützelements 2 zumindest weitgehend bedeckt, im vorliegenden Fall sogar vollständig. In dieser Position liegt das Isolierteil 4 vorzugsweise sowohl am ersten Schenkel 10 als auch am zweiten Schenkel 16 des Stützelements 2 an. Besonders bevorzugt ist es, wenn das Stützelement 2 und das Isolierteil 4 sich zu einer rechteckigen Querschnittsform ergänzen. Die Kombination aus Stützelement 2 und Isolierteil 4 wird vorzugsweise auch in dieser Isolierposition transportiert.The insulating part 4 is pivotably connected to an outer edge region of the first leg 10 of the support element 2. It can also be pivotably connected to an outer edge region of the second leg 16 of the support element 2. In Fig.1 Above, an insulating position of the insulating part 4 is shown, in which the insulating part 4 at least largely covers the inner side surface 22 of the first leg 10 of the support element 2, in the present case even completely. In this position, the insulating part 4 preferably lies against both the first leg 10 and the second leg 16 of the support element 2. It is particularly preferred if the support element 2 and the insulating part 4 complement each other to form a rectangular cross-sectional shape. The combination of support element 2 and insulating part 4 is preferably also transported in this insulating position.

Fig. 1 unten zeigt das im Schwenken befindliche Isolierteil 4, das auf dem Weg in eine Arbeitsposition ist, in der es die innere Seitenfläche 22 des ersten Schenkels 10 des Stützelements 2 zumindest weitgehend freilegt. In der Arbeitsposition des Isolierteils 4 können die Befestigungselemente 20 ungehindert in die Durchgangsbohrungen 18 eingeführt werden. Wenn keine Durchgangsbohrungen 18 im Stützelement 2 vorhanden sind, hat der Handwerker in der Arbeitsposition des Isolierteils 4 außerdem ungehinderten Zugang zum ersten Schenkel 10 des Stützelements 2 und kann dort die Durchgangsbohrungen 18 erzeugen, bevor er die Befestigungselemente 20 durch die Durchgangsbohrungen 18 in die Wand 8 einführt. Der Schwenkwinkel zwischen Arbeitsposition und Isolierposition des Isolierteils 4 beträgt in der Regel zwischen 60 und 120°, unterliegt aber keinen Einschränkungen. Die schwenkbare Verbindung zwischen Isolierteil 4 und Stützelement 2 ist vorzugsweise durch einen biegsamen Klebestreifen 24 gebildet, der sowohl am Isolierteil 4 als auch am Stützelement 2 angeklebt ist. In der in Fig. 1 dargestellten Ausführungsform ist der Klebestreifen 24 in gerader Überdeckung einer Stoßkante zwischen Stützelement 2 und Isolierteil 4 ausgebildet. Es kommen jedoch auch viele andere Anordnungen des Klebestreifens 24 in Frage. Fig.1 below shows the pivoting insulating part 4, which is on its way to a working position in which it contacts the inner side surface 22 of the first leg 10 of the support element 2 is at least largely exposed. In the working position of the insulating part 4, the fastening elements 20 can be introduced unhindered into the through holes 18. If there are no through holes 18 in the support element 2, the craftsman also has unhindered access to the first leg 10 of the support element 2 in the working position of the insulating part 4 and can create the through holes 18 there before inserting the fastening elements 20 through the through holes 18 into the wall 8. The swivel angle between the working position and the insulating position of the insulating part 4 is generally between 60 and 120°, but is not subject to any restrictions. The swiveling connection between the insulating part 4 and the support element 2 is preferably formed by a flexible adhesive strip 24 which is glued to both the insulating part 4 and the support element 2. In the Fig.1 In the embodiment shown, the adhesive strip 24 is designed to directly overlap an abutting edge between the support element 2 and the insulating part 4. However, many other arrangements of the adhesive strip 24 are also possible.

Neben dem Klebestreifen 24 sind auch viele weitere Möglichkeiten der Realisierung der Schwenkverbindung zwischen Isolierteil 4 und Stützelement 2 für den Fachmann denkbar. Beispielsweise könnten Isolierteil 4 und Stützelement 2 über ein anderes elastisches Element miteinander verbunden sein, das Isolierteil 4 könnte auch kleinflächig direkt an das Stützelement 2 laminiert sein, oder es könnte eine andere mechanische Schwenkverbindung zwischen Isolierteil 4 und Stützelement 2 realisiert sein.In addition to the adhesive strip 24, many other possibilities for implementing the pivoting connection between the insulating part 4 and the support element 2 are also conceivable for the expert. For example, the insulating part 4 and the support element 2 could be connected to one another via another elastic element, the insulating part 4 could also be laminated directly to the support element 2 over a small area, or another mechanical pivoting connection could be implemented between the insulating part 4 and the support element 2.

In der dargestellten Ausführungsform aus Fig. 1 ist außerdem ein zweiter Klebestreifen 26 vorgesehen, der den Randbereich des zweiten Schenkels 16 des Stützelements 2 mit dem Isolierteil 4 verbindet. Dieser Klebestreifen 26 sollte zumindest vom Stützelement 2 leicht lösbar sein, da er vor dem Verschwenken des Isolierteils 4 in die Arbeitsposition vom Stützelement 2 gelöst werden muss (Fig. 1 unten). Vorzugsweise ist der Klebestreifen 26 wieder verwendbar, so dass er nach Befestigung des Stützelements 2 an der Wand 8 und dem erfolgten Zurückschwenken des Isolierteils 4 in die Isolierposition wieder am Stützelement 2 befestigt werden kann. Anstelle des zweiten Klebestreifens 26 kann die lösbare Verbindung zwischen Isolierteil 4 und zweitem Schenkel 16 des Stützelements 2 auch auf andere Weise realisiert werden.In the illustrated embodiment Fig.1 a second adhesive strip 26 is also provided, which connects the edge area of the second leg 16 of the support element 2 to the insulating part 4. This adhesive strip 26 should at least be easily detachable from the support element 2, since it must be detached from the support element 2 before the insulating part 4 is pivoted into the working position ( Fig.1 below). Preferably, the adhesive strip 26 is reusable, so that it can be reattached to the support element 2 after the support element 2 has been attached to the wall 8 and the insulating part 4 has been pivoted back into the insulating position. Instead of the second adhesive strip 26, the detachable connection between the insulating part 4 and the second leg 16 of the support element 2 can also be realized in another way.

Wenn die schwenkbare Verbindung zwischen zweitem Schenkel 16 des Stützelements 2 und Isolierteil 4 ausgebildet ist, so liegt die lösbare klebende Verbindung zwischen Isolierteil 4 und Stützelement 2 logischerweise zwischen Isolierteil 4 und erstem Schenkel 10 des Stützelements 2 vor.If the pivotable connection is formed between the second leg 16 of the support element 2 and the insulating part 4, the detachable adhesive connection between the insulating part 4 and the support element 2 is logically present between the insulating part 4 and the first leg 10 of the support element 2.

Grundsätzlich kann aber die schwenkbare Verbindung zwischen Isolierteil 4 und Stützelement 2 auch die einzige Verbindung dieser beiden Bauteile sein. Das Isolierteil 4 sollte dann ohne äußere Einwirkung in der Isolierposition verbleiben, beispielsweise indem es sich aufgrund geeigneter Wahl der Größe und Form von Stützelement 2 und Isolierteil 4 zwischen der senkrecht zur inneren Seitenfläche 22 verlaufenden Innenseite des Stützelements 2 und der Schwenkverbindung lösbar verkeilt.In principle, however, the pivoting connection between the insulating part 4 and the support element 2 can also be the only connection between these two components. The insulating part 4 should then remain in the insulating position without external influence, for example by being releasably wedged between the inner side of the support element 2, which runs perpendicular to the inner side surface 22, and the pivot connection due to a suitable choice of the size and shape of the support element 2 and the insulating part 4.

Das Isolierteil 4 kann außerdem so ausgestaltet sein, dass die angrenzend an die innere Seitenfläche 22 des Stützelements 2 angeordnete Fläche des Isolierteils 4 genügend Freiraum für die ggf. aus der inneren Seitenfläche 22 herausragenden Anteile der Befestigungselemente 20 vorsieht (nicht zeichnerisch dargestellt).The insulating part 4 can also be designed such that the surface of the insulating part 4 arranged adjacent to the inner side surface 22 of the support element 2 provides sufficient space for the parts of the fastening elements 20 that may protrude from the inner side surface 22 (not shown in the drawing).

In Fig. 2 ist die Einbausituation eines erfindungsgemäßen Stützelements 2 skizziert, wobei die Ausrichtung des Stützelements 2 die Einbausituation unterhalb der Fensteröffnung darstellt. An den anderen drei Seiten der Fensteröffnung muss das Stützelement 2 entsprechend gedreht werden. Der dargestellte Bauwerksabschnitt 28 umfasst neben der Wand 8, an der das Stützelement 2 mittels der Befestigungselemente 20 befestigt ist, zumeist noch eine Vorwand 30, die in der Regel durch ein Wärmedämmmaterial gebildet ist. Diese Vorwand 30 ist hinterlüftet und in dem Zwischenraum 32 zwischen Wand 8 und Vorwand 30 ist das erfindungsgemäße Stützelement 2 angeordnet. Die Vorwand 30 ist in der Regel mittels Stegen, Vorsprüngen oder Stiften mit der Wand 8 verbunden. Der Fensterrahmen 34 ist üblicherweise angrenzend an den Zwischenraum 32 angeordnet und stützt sich an der zweiten Seitenfläche 12 des Stützelements 2 ab. Hierbei können zwischen Fensterrahmen 34 und Stützelement 2 noch Dichtelemente 36, beispielsweise aus PUR-Schaumstoff, eingefügt sein. Ebenso können Dichtelemente 38, beispielsweise aus PUR-Schaumstoff, zwischen Fensterrahmen 34 und einem über die Höhe des Stützelements 2 hinausragenden Vorsprung der Vorwand 30 angeordnet sein.In Fig. 2 the installation situation of a support element 2 according to the invention is sketched, wherein the orientation of the support element 2 represents the installation situation below the window opening. On the other three sides of the window opening, the support element 2 must be rotated accordingly. The building section 28 shown comprises, in addition to the wall 8 to which the support element 2 is attached by means of the fastening elements 20, usually also a pre-wall 30, which is usually formed by a thermal insulation material. This pre-wall 30 is ventilated from behind and the support element 2 according to the invention is arranged in the gap 32 between the wall 8 and the pre-wall 30. The pre-wall 30 is usually connected to the wall 8 by means of webs, projections or pins. The window frame 34 is usually arranged adjacent to the gap 32 and is supported on the second side surface 12 of the support element 2. Sealing elements 36, for example made of PUR foam, can also be inserted between the window frame 34 and the support element 2. Likewise, sealing elements 38, for example made of PUR foam, can be arranged between the window frame 34 and a projection of the partition wall 30 that projects beyond the height of the support element 2.

Die streifenförmigen Stützelemente sind in der Regel um die gesamte Fensteröffnung herum angeordnet. Es können aber auch nur unterhalb der Fensteröffnung ein oder mehrere Stützelemente angebracht sein, da dort die hauptsächliche Gewichtslast des Fensters aufliegt.The strip-shaped support elements are usually arranged around the entire window opening. However, one or more support elements can also be installed just below the window opening, as this is where the main weight of the window rests.

Wenn der Fensterrahmen 34 an allen Seiten von erfindungsgemäßen Stützelementen umgeben ist, so werden das eine oder die mehreren Stützelemente an der Unterseite der Fensteröffnung meist mittels Schrauben oder Ähnlichem mit der Wand 8 verbunden sein. An dieser Stelle, vor allem aber auch an den übrigen Seiten der Fensteröffnung kann unter Umständen auch eine Klebeverbindung zwischen Stützelement 2 und Wand 8 ausreichen. Die Klebeverbindung kann auch zusätzlich zur Befestigung mittels der Befestigungselemente 20 vorteilhaft sein. Der Kleber kann vorzugsweise auch gleichzeitig als Diffusionsbremse dienen.If the window frame 34 is surrounded on all sides by support elements according to the invention, the one or more support elements on the underside of the window opening will usually be connected to the wall 8 by means of screws or the like. At this point, but especially also on the other sides of the window opening, an adhesive connection between the support element 2 and the wall 8 may be sufficient under certain circumstances. The adhesive connection can also be advantageous in addition to the fastening by means of the fastening elements 20. The adhesive can preferably also serve as a diffusion brake at the same time.

Üblicherweise entspricht die Länge eines Stützelements exakt der entsprechenden Länge bzw. Breite der Fensteröffnung. Allerdings können pro Seite der Fensteröffnung auch mehrere Stützelemente aneinandergereiht werden. In der Regel werden die einzelnen Stützelemente auf Gehrung zugeschnitten und liegen entweder stumpf aneinander oder sind vorzugsweise aneinander befestigt, insbesondere verklebt.Usually, the length of a support element corresponds exactly to the corresponding length or width of the window opening. However, several support elements can also be lined up on each side of the window opening. As a rule, the individual support elements are mitred and either lie flush against one another or are preferably attached to one another, in particular glued.

In Fig. 3a bis 3h sind weitere Alternativen der erfindungsgemäßen Stützelemente dargestellt.In Fig. 3a to 3h Further alternatives of the support elements according to the invention are shown.

Das Stützelement 2 aus Fig. 3a entspricht dem Stützelement aus Fig. 1 mit dem Unterschied, dass kein Isolierteil vorliegt. Es ist durchgängig mit intumeszentem Material versehen. Auch bei den weiteren beschriebenen Ausführungsformen fehlt ein Isolierteil, es könnte dort aber jeweils auch vorhanden sein.The support element 2 made of Fig. 3a corresponds to the support element made of Fig.1 with the difference that there is no insulating part. It is provided with intumescent material throughout. The other described embodiments also lack an insulating part, but it could be present in each case.

Das Stützelement 2 aus Fig. 3b entspricht dem Stützelement aus Fig. 3a mit dem Unterschied, dass es im Querschnitt nicht L-förmig ausgebildet ist, sondern keilförmig mit einer Abschrägung an einer der ersten Seitenfläche 6 abgewandten Seite. Die Form der Abschrägung kann beliebig variiert werden. Ebenso ist es denkbar, dass das Stützelement 2 im Querschnitt quaderförmig ausgebildet ist.The support element 2 made of Fig. 3b corresponds to the support element made of Fig. 3a with the difference that it is not L-shaped in cross section, but wedge-shaped with a bevel on a side facing away from the first side surface 6. The shape of the bevel can be varied as desired. It is also conceivable that the support element 2 is cuboid-shaped in cross section.

Das Stützelement 2 aus Fig. 3c entspricht dem Stützelement aus Fig. 3a mit dem Unterschied, dass nicht das gesamte Stützelement mit intumeszentem Material versehen ist, sondern lediglich eine Schicht 47 mit intumeszentem Material an der zweiten Seitenfläche 12 vorgesehen ist. Die übrige Schicht 46 weist kein intumeszentes Material auf. Die Schicht 47 ist mindestens 10 mm dick. Das intumeszente Material, nämlich Blähgraphit, liegt in der Schicht 47 bevorzugt in einem Anteil von 5-20% vor. Bei dieser Ausgestaltung ist eine besonders starke Ausdehnung des intumeszenten Materials im Brandfall nach oben in Richtung des Fensterrahmens gewährleistet.The support element 2 made of Fig. 3c corresponds to the support element made of Fig. 3a with the difference that not the entire support element is provided with intumescent material, but only a layer 47 with intumescent material is provided on the second side surface 12. The remaining layer 46 has no intumescent material. The layer 47 is at least 10 mm thick. The intumescent material, namely expanded graphite, is preferably present in layer 47 in a proportion of 5-20%. With this design, a particularly strong expansion of the intumescent material upwards in the direction of the window frame is ensured in the event of a fire.

Das Stützelement 2 aus Fig. 3d entspricht dem Stützelement aus Fig. 3c mit dem Unterschied, dass die Schicht 47 mit intumeszentem Material an der dritten Seitenfläche 45 angeordnet ist, die der ersten Seitenfläche 6 abgewandt ist. Ansonsten gelten für die Schicht 47 dieselben Parameter wie zu Fig. 3c beschrieben. Bei dieser Ausgestaltung wird eine besonders starke Ausdehnung des intumeszenten Materials im Brandfall zur Seite (im Bild nach rechts) in Richtung der Vorwand gewährleistet.The support element 2 made of Fig. 3d corresponds to the support element made of Fig. 3c with the difference that the layer 47 with intumescent material is arranged on the third side surface 45, which faces away from the first side surface 6. Otherwise, the same parameters apply to the layer 47 as to Fig. 3c This design ensures that the intumescent material expands particularly strongly to the side (to the right in the picture) in the direction of the pre-wall in the event of a fire.

Das Stützelement 2 aus Fig. 3e entspricht dem Stützelement aus Fig. 3c mit dem Unterschied, dass eine weitere Schicht 47 mit intumeszentem Material an der Seite angeordnet ist, die der zweiten Seitenfläche 12 abgewandt ist.The support element 2 made of Fig. 3e corresponds to the support element made of Fig. 3c with the difference that a further layer 47 with intumescent material is arranged on the side facing away from the second side surface 12.

Das nicht erfindungsgemäße Stützelement 2 aus Fig. 3f entspricht dem Stützelement aus Fig. 3c mit dem Unterschied, dass die Schicht 47 mit intumeszentem Material dünner ausgebildet ist, vorzugsweise in einer Dicke von zwischen 0,25 mm und 10 mm, mehr bevorzugt zwischen 0,5 mm und 5 mm, noch mehr bevorzugt zwischen 1 mm und 3 mm. Wenn das intumeszente Material Blähgraphit ist, liegt es in der Schicht 47 bevorzugt in einem Anteil von 20-70%, mehr bevorzugt in einem Anteil von 30-60% vor.The non-inventive support element 2 made of Fig. 3f corresponds to the support element made of Fig. 3c with the difference that the layer 47 with intumescent material is thinner, preferably with a thickness of between 0.25 mm and 10 mm, more preferably between 0.5 mm and 5 mm, even more preferably between 1 mm and 3 mm. If the intumescent material is expandable graphite, it is preferably present in the layer 47 in a proportion of 20-70%, more preferably in a proportion of 30-60%.

Die streifenförmige Schicht 47 mit intumeszentem Material in Fig. 3f ist gewebeartig, folienartig oder papierartig. Die Schicht 47 liegt im Ursprungszustand vorzugsweise als Rollenware vor, die abgewickelt und auf die Schicht 46 aufgeklebt wird. Bei der Ausgestaltung nach Fig. 3f ist eine besonders starke Ausdehnung des intumeszenten Materials im Brandfall nach oben in Richtung des Fensterrahmens gewährleistet.The strip-shaped layer 47 with intumescent material in Fig. 3f is fabric-like, foil-like or paper-like. The layer 47 is in its original state preferably in the form of a roll, which is unwound and glued onto the layer 46. In the embodiment according to Fig. 3f In the event of a fire, a particularly strong expansion of the intumescent material upwards towards the window frame is guaranteed.

Das nicht erfindungsgemäße Stützelement 2 aus Fig. 3g entspricht dem Stützelement aus Fig. 3f mit dem Unterschied, dass die Schicht 47 mit intumeszentem Material an der dritten Seitenfläche 45 angeordnet ist, die der ersten Seitenfläche 6 abgewandt ist. Ansonsten gelten für die Schicht 47 dieselben Parameter wie zu Fig. 3f beschrieben. Bei dieser Ausgestaltung wird eine besonders starke Ausdehnung des intumeszenten Materials im Brandfall zur Seite (im Bild nach rechts) in Richtung der Vorwand gewährleistet.The non-inventive support element 2 made of Fig. 3g corresponds to the support element made of Fig. 3f with the difference that the layer 47 with intumescent material is arranged on the third side surface 45, which faces away from the first side surface 6. Otherwise, the same parameters apply to the layer 47 as to Fig. 3f This design ensures that the intumescent material expands particularly strongly to the side (to the right in the picture) in the direction of the pre-wall in the event of a fire.

Das nicht erfindungsgemäße Stützelement 2 aus Fig. 3h entspricht dem Stützelement aus Fig. 3f mit dem Unterschied, dass die Schicht 47 mit intumeszentem Material nur einen Teil der zweiten Seitenfläche 12 bedeckt.The non-inventive support element 2 made of Fig. 3h corresponds to the support element made of Fig. 3f with the difference that the layer 47 with intumescent material covers only a part of the second side surface 12.

Die Schicht 47 der Ausführungsform der Fig. 3d ist auch mit den Schichten 47 der Ausführungsform aus Fig. 3c oder 3e kombinierbar. Außerdem sind verschiedene dünne Schichten 47 mit verschiedenen dicken Schichten 47 kombinierbar. Beispielsweise kann die dünne Schicht 47 aus Fig. 3g mit der dicken Schicht 47 aus Fig. 3c kombiniert werden.The layer 47 of the embodiment of the Fig. 3d is also with the layers 47 of the embodiment of Fig. 3c or 3e In addition, different thin layers 47 can be combined with different thick layers 47. For example, the thin layer 47 can be made of Fig. 3g with the thick layer 47 of Fig. 3c be combined.

Grundsätzlich gilt, dass alle Seitenflächen oder eine beliebige Auswahl von Seitenflächen mit einer Schicht 47 mit intumeszentem Material ganz oder teilweise bedeckt sein können.In principle, all side surfaces or any selection of side surfaces can be completely or partially covered with a layer 47 of intumescent material.

Die im Hinblick auf Fig. 3b beschriebenen Geometrien des Stützelements 2 können bei all diesen Ausführungsformen ebenfalls verwendet werden.The measures taken with regard to Fig. 3b The geometries of the support element 2 described above can also be used in all of these embodiments.

Bei allen vorgenannten Varianten können sich eine oder mehrere Schichten 47 auch nur über einen Teil der jeweiligen Seitenfläche erstrecken.In all of the above-mentioned variants, one or more layers 47 can also extend only over a part of the respective side surface.

Beispiele der HerstellungExamples of production Beispiel 1A: Stützelement mit WasserglasExample 1A: Support element with water glass

Das inerte Natrium- oder Kaliumsilikat (10-20%) wird mit dem Basismaterial, z.B. einem PUR-Hartschaum oder einem PUR/PIR-Hartschaum und optional einem oder mehreren Additiven, z.B. einem Härter, zu einer homogenen Masse gemischt. In einer Form wird die Mischung gepresst und durch Hitze ausgehärtet. Platten können geschnitten und zu erfindungsgemäßen streifenförmigen Stützelementen verarbeitet werden.The inert sodium or potassium silicate (10-20%) is mixed with the base material, e.g. a PUR rigid foam or a PUR/PIR rigid foam and optionally one or more additives, e.g. a hardener, to form a homogeneous mass. The mixture is pressed in a mold and cured by heat. Plates can be cut and processed into strip-shaped support elements according to the invention.

Beispiel 1B: Stützelement mit BlähgraphitExample 1B: Support element with expanded graphite

Auf eine maximale Teilchengröße von ca. 5 mm, bevorzugt von ca. 1 mm zerkleinerter PUR- und/oder PIR-Hartschaum, der aus Produktionsresten und/oder Recyclingmaterial z.B. alter Dämmplatten stammt, wird mit 5-10%, bevorzugt 7,5% Blähgraphit (mittlere Teilchengröße ca. 1 mm) und Bindematerial auf PUR-Basis im Anteil 1:5, gerechnet auf die Masse des zerkleinerten Hartschaums, z.B. in flüssiger Form, vermischt. Die Mischung wird in eine Plattenform gegeben und mit Temperatur und Druck in einer Pressrichtung P senkrecht zur Oberfläche der Platten beaufschlagt, so dass ein Hartschaummaterial mit einer Rohdichte von ca. 550 kg/m3 entsteht. Die Dicke der Platten beträgt bevorzugt 2-7 cm.PUR and/or PIR rigid foam, which has been shredded to a maximum particle size of approx. 5 mm, preferably approx. 1 mm, and which comes from production residues and/or recycled material, e.g. old insulation boards, is mixed with 5-10%, preferably 7.5% expanded graphite (average particle size approx. 1 mm) and PUR-based binding material in a ratio of 1:5, calculated on the mass of the shredded rigid foam, e.g. in liquid form. The mixture is placed in a board mold and subjected to temperature and pressure in a pressing direction P perpendicular to the surface of the boards, so that a rigid foam material with a bulk density of approx. 550 kg/m 3 is produced. The thickness of the boards is preferably 2-7 cm.

Alternativ können zerkleinerte Hartschaumteile, Blähgraphitflocken und Bindematerial abwechselnd schichtweise zugegeben werden (z.B. durch Einstreuen) und dann verpresst werden.Alternatively, shredded rigid foam parts, expanded graphite flakes and binding material can be added alternately in layers (e.g. by sprinkling) and then pressed.

Durch den Pressvorgang entstandene ausgehärtete Platten werden in streifenförmige Teile geschnitten, und L-förmige Stützelemente 2 gemäß Fig. 3a werden durch Verbinden eines breiteren und eines schmaleren Elements hergestellt, wobei bei beiden Elementen die Pressrichtung P bevorzugt senkrecht zur zweiten Oberfläche 12 ist, die zur Auflage des Fensterrahmens 24 geeignet ist (siehe Fig. 1). Die Verbindung erfolgt durch Verklebung und/oder mechanische Befestigung mittels Nägeln, Schrauben oder Metallklammern.Hardened plates resulting from the pressing process are cut into strip-shaped parts, and L-shaped support elements 2 are produced according to Fig. 3a are produced by connecting a wider and a narrower element, wherein in both elements the pressing direction P is preferably perpendicular to the second surface 12, which is suitable for supporting the window frame 24 (see Fig.1 ). The connection is made by gluing and/or mechanical fastening using nails, screws or metal staples.

Beispiel 1C: Stützelement mit Blähqraphit-haltiqer SchichtExample 1C: Support element with expanded graphite-containing layer

In der in Fig. 3c dargestellten alternativen Ausführungsform wird die obere Schicht 47 der hergestellten Platte (d.h. eine Oberfläche senkrecht zur Pressrichtung P) in einer Dicke von mindestens 10 mm, bevorzugt 15 mm, mit Blähgraphit versetzt, wobei der Rest des Stützelements nicht mit Blähgraphit versetzt wird.In the Fig. 3c In the alternative embodiment shown, the upper layer 47 of the manufactured plate (ie a surface perpendicular to the pressing direction P) is provided with a thickness of at least 10 mm, preferably 15 mm, of expanded graphite, the remainder of the support element not being expanded graphite.

Die streifenförmigen Stützelemente werden wie in Beispiel 1B beschrieben hergestellt.The strip-shaped support elements are manufactured as described in Example 1B.

BrandversucheFire tests

Nach den Prüfungskriterien nach DIN1366-4 wurden erfindungsgemäße Stützelemente 2 aus PUR/PIR-Hartschaum mit Blähgraphit, hergestellt nach Beispiel 1B, mit 30 mm oder 50 mm Dicke bei 180°C beflammt (siehe Aufbau Fig. 5d) und dabei die Temperaturanstiege auf der gegenüberliegenden Seite im Vergleich zu entsprechendem Hartschaum ohne Blähgraphit nach 5, 15 und 25 min gemessen.According to the test criteria of DIN1366-4, support elements 2 according to the invention made of PUR/PIR rigid foam with expanded graphite, produced according to Example 1B, with a thickness of 30 mm or 50 mm were flame-treated at 180°C (see structure Fig. 5d ) and the temperature increases on the opposite side were measured in comparison to corresponding rigid foam without expanded graphite after 5, 15 and 25 minutes.

Auf der der Beflammung abgewandten Seite wurde nach 5, 15 und 25 min, jeweils bei Versuchsanwendungen an Decke (Tabelle 1-4) und Wand (Tabelle 5-6) die Temperaturen direkt am Material gemessen. Die gemessenen Temperaturanstiege (in Kelvin, Starttemperatur 23°C) sind in den folgenden Tabellen wiedergegeben (Tabelle 1, 3, 5: Messung auf Fläche der Elemente, Tabellen 2, 4, 6: Messung auf Stoß).On the side facing away from the flame, the temperatures were measured directly on the material after 5, 15 and 25 minutes, in test applications on the ceiling (Table 1-4) and wall (Table 5-6). The measured temperature increases (in Kelvin, starting temperature 23°C) are shown in the following tables (Table 1, 3, 5: measurement on the surface of the elements, Table 2, 4, 6: measurement on the joint).

Decke:Ceiling:

Tabelle 1: 30 mm, FlächeTable 1: 30 mm, area Material ohne BlähqraphitMaterial without expanded graphite Material mit BlähqraphitMaterial with expanded graphite MessstelleMeasuring point 3.293.29 4.034.03 4.104.10 4.144.14 3.013.01 3.073.07 3.083.08 3.143.14 5 min5min 11 00 11 00 11 11 11 77 15 min15 minutes 1515 2323 2626 22 2222 2121 2424 2929 25 min25 min 5252 5252 5252 2020 4343 4343 4848 5353 Tabelle 2: 30mm auf StoßTable 2: 30mm on joint ohne Blähqraphitwithout expandable graphite mit Blähqraphitwith expandable graphite MessstelleMeasuring point 3.323.32 4.074.07 3.043.04 3.113.11 5 min5min 44 22 22 1010 15 min15 minutes 3030 3232 1717 3535 25 min25 min 117117 158158 4545 5656 Tabelle 3: 50mm, FlächeTable 3: 50mm, area Material ohne BlähqraphitMaterial without expanded graphite Material mit BlähqraphitMaterial with expanded graphite MessstelleMeasuring point 4.114.11 4.174.17 4.184.18 4.244.24 3.153.15 3.213.21 3.223.22 3.283.28 5 min5min 00 00 00 00 00 00 33 33 15 min15 minutes 11 33 22 22 22 33 44 44 25 min25 min 1111 1111 1717 1111 99 99 1212 1212 Tabelle 4: 50mm auf StoßTable 4: 50mm on joint ohne Blähqraphitwithout expandable graphite mit Blähqraphitwith expandable graphite MessstelleMeasuring point 4.144.14 4.214.21 3.183.18 3.253.25 5 min5min 11 22 00 33 15 min15 minutes 22 44 33 44 25 min25 min 2020 1818 1212 1212

Wand:Wall:

Tabelle 5 30mm FlächeTable 5 30mm area Material ohne BlähqraphitMaterial without expanded graphite Material mit BlähqraphitMaterial with expanded graphite MessstelleMeasuring point 1.151.15 1.211.21 1.221.22 1.281.28 1.291.29 7.077.07 7.087.08 7.147.14 5 min5min 88th 00 55 11 88th 11 88th 55 15 min15 minutes 1919 2222 3030 2020 3333 2525 3030 3030 25 min25 min 5757 5050 5252 4949 5757 4444 4949 5050 Tabelle 6: 30mm auf StoßTable 6: 30mm on joint ohne Blähqraphitwithout expandable graphite mit Blähqraphitwith expandable graphite MessstelleMeasuring point 1.181.18 1.251.25 1.321.32 7.117.11 5 min5min 22 11 22 33 15 min15 minutes 3030 2222 3030 2525 25 min25 min 8080 6767 5050 4545

Sowohl an Decken als auch Wänden wurde durch den Einsatz von Blähgraphit in den verwendeten Stützelementen 2 der Temperaturanstieg, vor allem an den Stößen, deutlich vermindert. So erhöhte sich bei dem Hartschaum ohne Blähgraphit an der Decke nach 25 min am Stoß die Temperatur um im Schnitt 137,5°C, bei Material mit Blähgraphit um im Schnitt nur 50,5°C. An der Wand erhöhte sich bei dem Hartschaum ohne Blähgraphit am Stoß die Temperatur um im Schnitt 73,5°C, bei Material mit Blähgraphit um im Schnitt nur 47,5°C. Der Temperaturanstieg, vor allem an Fugenstößen, wurde also durch den erfindungsgemäßen Einsatz von Stützelementen mit Blähgraphit deutlich verringert.The temperature rise, particularly at the joints, was significantly reduced on both ceilings and walls by the use of expanded graphite in the support elements 2 used. For example, after 25 minutes, the temperature of the rigid foam without expanded graphite on the ceiling rose by an average of 137.5°C at the joint, while for material with expanded graphite the temperature rose by an average of only 50.5°C. On the wall, the temperature of the rigid foam without expanded graphite rose by an average of 73.5°C at the joint, while for material with expanded graphite the temperature rose by an average of only 47.5°C. The temperature rise, particularly at the joints, was therefore significantly reduced by the inventive use of support elements with expanded graphite.

Fig. 4a und 4b zeigen von einer Seite (im Bild oben) für 30 min beflammte erfindungsgemäße Stützelemente mit homogen verteiltem Blähgraphit mit einer ursprünglichen Dicke von 3 cm. Aus 1 cm des erfindungsgemäß verwendeten Materials werden ca. 8 cm Graphitschicht. Fig. 4a and 4b show support elements according to the invention with homogeneously distributed expanded graphite with an original thickness of 3 cm that have been exposed to flames from one side (in the picture above) for 30 minutes. 1 cm of the material used in the invention produces a graphite layer of approx. 8 cm.

Fig. 5a bis 5c zeigen Aufsichten auf die beflammte Seite erfindungsgemäßer Stützelemente mit homogen verteiltem Blähgraphit mit einer expandierten Graphitschicht auf der beflammten Seite. In Fig. 5a-5c zeigen die Pfeile auf die Stöße benachbarter Bauteile. Fig. 5d zeigt den Aufbau der Beflammungsexperimente. In Fig. 5d geben die Pfeile die Beflammungsrichtung in verschiedenen Experimenten an. Je nach Anordnung (vgl. Fig. 5d, Schemazeichnung in der Querschnittsebene) ragt die expandierte Graphitschicht deutlich über die Ebene der Betonelemente zwischen den Stützelementen hervor, während das Element vor Beflammung plan damit abschloss (insbesondere Fig. 5b). Fig. 5a to 5c show top views of the flamed side of support elements according to the invention with homogeneously distributed expanded graphite with an expanded graphite layer on the flamed side. In Fig. 5a-5c the arrows point to the joints between adjacent components. Fig. 5d shows the setup of the flame experiments. In Fig. 5d The arrows indicate the direction of flame in different experiments. Depending on the arrangement (cf. Fig. 5d , schematic drawing in the cross-sectional plane), the expanded graphite layer protrudes significantly above the plane of the concrete elements between the support elements, while the element was flush with it before flame exposure (especially Fig. 5b ).

In Fig. 6a ist links ein nach 30 min Beflammung von einer Seite angesägtes Teil eines 30 mm dicken Stützelements gezeigt, bei dem die Pressrichtung P, gekennzeichnet durch den Pfeil, horizontal verläuft. Die Expansion in Richtung der Pressrichtung P ist ungefähr doppelt so groß (ca. 8 cm) wie die Expansion auf der Seite senkrecht zur Pressrichtung, hier die den Flammen ausgesetzte Seite rechts (ca. 4 cm). Fig. 6b zeigt die Probe um 90°C gedreht. Es wurde somit festgestellt, dass die Expansion des Intumeszenzmaterials an einer Oberfläche senkrecht zu der Pressrichtung P eine stärkere Ausdehnung im Brandfall bewirkt als an einer Oberfläche parallel zu der Pressrichtung P.In Fig. 6a On the left is a part of a 30 mm thick support element sawn from one side after 30 minutes of flame exposure, in which the pressing direction P, indicated by the arrow, runs horizontally. The expansion in the pressing direction P is approximately twice as large (approx. 8 cm) as the expansion on the side perpendicular to the pressing direction, here the side exposed to the flames on the right (approx. 4 cm). Fig. 6b shows the sample rotated by 90°C. It was thus determined that the expansion of the intumescent material on a surface perpendicular to the pressing direction P causes a greater expansion in the event of a fire than on a surface parallel to the pressing direction P.

Claims (13)

  1. A strip-shaped support element (2) suitable for supporting a window frame (34) with a first side surface (6) extending in a longitudinal direction which can act as an abutment on a wall (8), and a second side surface (12) extending in the longitudinal direction which extends substantially perpendicular to the first side surface (6) and can be used to support the window frame (34), wherein the support element (2) is formed from a load-bearing material,
    characterized in that
    the support element (2) comprises, on at least one surface, an intumescent material, namely expandable graphite in a proportion of 5-70%, with a thickness of at least 10 mm.
  2. The strip-shaped support element (2) according to claim 1, characterized in that the support element (2) further comprises rigid foam selected from the group comprising polyurethane rigid foam, preferably polyurethane/polyisocyanurate rigid foam.
  3. The strip-shaped support element (2) according to claim 1 or 2, characterized in that at least one layer parallel to the second side surface (12) of the support element (2) comprises intumescent material, preferably the second side surface (12) of the support element.
  4. The strip-shaped support element (2) according to any one of the preceding claims, characterized in that the support element (2) comprises intumescent material on at least one surface, which is a third side surface (45) extending in the longitudinal direction adjoining the second side surface (12) on the side opposite the first side surface, wherein the third side surface (45) preferably extends parallel to the first side surface (6) .
  5. The strip-shaped support element (2) according to any one of the preceding claims, characterized in that it has a layered construction, wherein it comprises at least one outer layer (47) with intumescent material and at least one layer (46) without intumescent material.
  6. The strip-shaped support element (2) according to claim 5, characterized in that the layer (47) with intumescent material is fastened to the layer (46) without intumescent material by adhering and/or screwing.
  7. The strip-shaped support element (2) according to any one of claims 1 to 5, characterized in that the intumescent material is expandable graphite in a proportion of 5-20%, preferably in a proportion of 5-10%.
  8. The strip-shaped support element (2) according to any one of claims 1 to 4, characterized in that it comprises intumescent material throughout and that the intumescent material is expandable graphite in a proportion of 5-20%, preferably in a proportion of 5-10%.
  9. The strip-shaped support element (2) according to claim 8, characterized in that it comprises polyurethane rigid foam with 5-10% expandable graphite, manufacturable by pressing a starting material in which expandable graphite flakes are pressed in a polyurethane and/or polyisocyanurate matrix in a pressing direction P, wherein the pressing direction P is oriented perpendicularly to the second side surface (12) of the support element (2).
  10. A section of a building structure (28) comprising a wall (8),
    at least one support element (2) according to any one of the preceding claims arranged laterally to the wall (8) and fastened to the wall (8) by means of at least one fastening element (20), so that the first side surface (6) of the support element (2) rests against the wall (8), and
    a window frame (34) that is supported at least partially by the second side surface (12) of the support element (2) .
  11. The section of a building structure (28) according to claim 10, characterized in that it comprises a plurality of support elements (2) according to any one of claims 1 to 9, wherein
    a) support elements (2) are directly connected to one another horizontally, so that the at least one surface that comprises intumescent material forms a horizontally running continuous fire protection barrier and/or
    b) a fire-resistant layer is introduced horizontally between the support elements (2), wherein the layer is selected from the group comprising mineral wool.
  12. A building comprising a section of a building structure (28) according to claim 10 or 11, wherein the building preferably has a thermal insulation composite system, a ventilated facade or a cavity wall.
  13. Use of a strip-shaped support element (2) according to any one of claims 1 to 9 or a section of a building structure according to claim 10 or 11 as a fire barrier in a building, optionally for reducing the temperature increase on a side of the support element (2) facing away from a fire.
EP18215948.3A 2018-12-31 2018-12-31 Support element for supporting a window frame Active EP3674506B1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP18215948.3A EP3674506B1 (en) 2018-12-31 2018-12-31 Support element for supporting a window frame
US16/718,477 US20200208400A1 (en) 2018-12-31 2019-12-18 Support Element for Supporting a Window Frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP18215948.3A EP3674506B1 (en) 2018-12-31 2018-12-31 Support element for supporting a window frame

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EP3674506A1 EP3674506A1 (en) 2020-07-01
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Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0902062B1 (en) 1997-09-11 2003-08-06 Clariant GmbH Tropical climate stabilised intumescent coating
AT506103B1 (en) * 2007-12-14 2009-11-15 Sunpor Kunststoff Gmbh FIRE PROTECTION BARS AND COMPONENT SHAPED COMPONENT
DE202008001750U1 (en) 2008-02-07 2008-05-15 Puren Gmbh Fire protection bar for the facade
DE202012002491U1 (en) 2012-03-13 2013-06-17 Tremco Illbruck Produktion Gmbh Wall edge strip, window border and wall construction with wall edge strip
DE202012103609U1 (en) 2012-09-20 2012-10-29 Kammerer Gmbh Facade insulation board and mold for their manufacture
EP2746479B2 (en) * 2012-12-19 2019-10-16 STO SE & Co. KGaA Heat insulation plate for a compound heat insulation system, compound heat insulation system
DE202013000686U1 (en) * 2013-01-23 2014-04-24 Bosig Gmbh Console for prewall installation of a window frame
DK2899353T3 (en) 2014-01-24 2017-02-20 Iso-Chemie Gmbh Strip-shaped support and insulation element for supporting and insulating a window frame
EP2963198B1 (en) 2014-06-30 2020-11-11 NAPORO Klima Dämmstoff GmbH Method for producing flame-retarding panels of insulating material
DE102015118958A1 (en) 2015-11-05 2017-05-11 Puren Gmbh Functional material with at least one additive
PL229592B1 (en) * 2015-12-10 2018-08-31 Ergo Plus Polska Spolka Z Ograniczona Odpowiedzialnoscia Insulating assembly profile and method for producing the insulating assembly profile
ES2748834T3 (en) 2017-02-17 2020-03-18 Schillings Gmbh & Co Kg Fire fighting coating

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US20200208400A1 (en) 2020-07-02
EP3674506A1 (en) 2020-07-01

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