EP3555404B1 - Thermally insulated metal-plastic composite profile - Google Patents

Thermally insulated metal-plastic composite profile Download PDF

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Publication number
EP3555404B1
EP3555404B1 EP16812732.2A EP16812732A EP3555404B1 EP 3555404 B1 EP3555404 B1 EP 3555404B1 EP 16812732 A EP16812732 A EP 16812732A EP 3555404 B1 EP3555404 B1 EP 3555404B1
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EP
European Patent Office
Prior art keywords
profile
insulating
metal
transverse
plastic composite
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EP16812732.2A
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German (de)
French (fr)
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EP3555404A1 (en
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Franz Feldmeier
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Classifications

    • 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
    • E06B3/00Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/04Wing frames not characterised by the manner of movement
    • E06B3/263Frames with special provision for insulation
    • E06B3/26301Frames with special provision for insulation with prefabricated insulating strips between two metal section members
    • E06B3/26305Connection details
    • 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
    • E06B3/00Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/04Wing frames not characterised by the manner of movement
    • E06B3/263Frames with special provision for insulation
    • E06B3/26301Frames with special provision for insulation with prefabricated insulating strips between two metal section members
    • E06B3/26305Connection details
    • E06B2003/26314Provisions for reducing the shift between the strips and the metal section members
    • 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
    • E06B3/00Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/04Wing frames not characterised by the manner of movement
    • E06B3/263Frames with special provision for insulation
    • E06B3/26301Frames with special provision for insulation with prefabricated insulating strips between two metal section members
    • E06B3/26305Connection details
    • E06B2003/26316Disconnectable connections or permitting shifting between the sections
    • 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
    • E06B3/00Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/04Wing frames not characterised by the manner of movement
    • E06B3/263Frames with special provision for insulation
    • E06B3/2632Frames with special provision for insulation with arrangements reducing the heat transmission, other than an interruption in a metal section
    • E06B2003/26325Frames with special provision for insulation with arrangements reducing the heat transmission, other than an interruption in a metal section the convection or radiation in a hollow space being reduced, e.g. by subdividing the hollow space
    • E06B2003/26329Frames with special provision for insulation with arrangements reducing the heat transmission, other than an interruption in a metal section the convection or radiation in a hollow space being reduced, e.g. by subdividing the hollow space the insulating strips between the metal sections being interconnected
    • 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
    • E06B3/00Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/04Wing frames not characterised by the manner of movement
    • E06B3/263Frames with special provision for insulation
    • E06B3/2632Frames with special provision for insulation with arrangements reducing the heat transmission, other than an interruption in a metal section
    • E06B2003/26325Frames with special provision for insulation with arrangements reducing the heat transmission, other than an interruption in a metal section the convection or radiation in a hollow space being reduced, e.g. by subdividing the hollow space
    • E06B2003/2633Frames with special provision for insulation with arrangements reducing the heat transmission, other than an interruption in a metal section the convection or radiation in a hollow space being reduced, e.g. by subdividing the hollow space the insulating strips between the metal sections having ribs extending into the hollow space
    • 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
    • E06B3/00Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/04Wing frames not characterised by the manner of movement
    • E06B3/263Frames with special provision for insulation
    • E06B2003/26349Details of insulating strips
    • E06B2003/2635Specific form characteristics
    • E06B2003/26365Composed of several similar parts positioned one after the other
    • 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
    • E06B3/00Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/04Wing frames not characterised by the manner of movement
    • E06B3/263Frames with special provision for insulation
    • E06B2003/26349Details of insulating strips
    • E06B2003/26369Specific material characteristics
    • E06B2003/26372Specific material characteristics with coatings
    • 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
    • E06B3/00Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
    • E06B3/04Wing frames not characterised by the manner of movement
    • E06B3/263Frames with special provision for insulation
    • E06B2003/26349Details of insulating strips
    • E06B2003/26369Specific material characteristics
    • E06B2003/26376Non-plastic materials, e.g. wood, metal

Definitions

  • the invention relates to a metal-plastic composite profile with reduced deformation in the event of temperature differences.
  • Thermally insulated composite profiles are used for the frames of windows, doors or facades.
  • An insulating profile or a large number of individual insulating webs for thermal decoupling is arranged between an outer profile made of metal and an inner profile made of metal in order to reduce the undesired heat flow between the inner and outer profile.
  • a non-positive and therefore shear-proof connection is made between the insulating profile and the inner and outer profiles.
  • the non-positive connection creates a flexural rigidity of the composite profile, which is required for the transfer of loads in the transverse direction, e.g. with wind pressure or wind suction.
  • the transverse pulling direction runs in the direction of the distance between the inner profile and outer profile, while the pushing direction runs perpendicular thereto.
  • the insulating profile between the metal profiles represents a thermal separation plane that limits the heat flow from one metal profile to the other, the difficulty arises when producing a composite profile called a shear-resistant composite with a force-fit connection in the direction of thrust and in the direction of transverse tension between the insulating profile and the metal profiles, that if there is a temperature difference between the metal profiles forming the composite profile, the composite profile will sag.
  • the reason for this is that due to the greater length expansion of the metal profile With a higher temperature, a shear stress between the components of the composite profile results which, due to the shear strength of the composite, results in a deflection of the composite profile in the direction of the metal profile with the higher temperature.
  • the bi-metal effect can be reduced by reducing the temperature differences.
  • this can be done by worsening the thermal separation, which, however, means increased heat losses in winter.
  • the thermal insulation can be worsened by the application of local thermal bridges, whereby the temperature differences between the inner and outer profile and the associated change in length and deflection are reduced.
  • Another measure is to increase the IR reflection of the outer surface, which is effective for both summer and winter cases.
  • the disadvantage of this measure is, however, that the surface variants of the outer profile are restricted to the outside of the building.
  • Another alternative is to worsen the composite effect of the overall profile. On the one hand, this can be done by reducing the rigidity of the insulating bars, as in the DE 20 2012 003 730 U1 is described.
  • the invention is based on the object of proposing a thermally insulated metal-plastic composite profile which has a reduced bimetal effect while at the same time providing sufficient flexural rigidity and thermal insulation.
  • the metal-plastic composite profile according to the invention with reduced deformation when there are temperature differences between inside and outside comprises an inner profile made of metal Outer profile made of metal and an insulating profile made of plastic, with a shear-proof connection as well as a form-fitting connection in the transverse direction of pull between the insulating profile and the inner profile. Between the insulating profile and the outer profile there is a positive connection in the transverse direction of pull and a shear-soft, ie sliding connection in the direction of shear.
  • the metal-plastic composite profile according to the invention also comprises a means for increasing the flexural rigidity of the metal-plastic composite profile, the means for increasing the flexural rigidity comprising the following measure:
  • the material of the insulating profile has a modulus of elasticity of at least 10 GPa and preferably at least 20 GPa, particularly preferably at least 40 GPa.
  • the temperature difference between inside and outside is the temperature difference between the outer profile and the inner profile.
  • the flexural strength of the metal-plastic composite profile is increased by this measure.
  • An insulating profile is used that has increased rigidity.
  • GRP fiberglass-reinforced plastic
  • CFRP carbon fiber-reinforced plastic
  • an E-module of over 40 GPa can be achieved.
  • common materials for insulating profiles such as PA 6.6 GF25, AWS or PVC, however, have E-modules that are usually below 5 GPa.
  • the at least one transverse element extending perpendicular to the transverse direction of pull is a transverse web or transverse bulkhead.
  • the necessary to achieve a sufficient The dimensions of the transverse element required for bending stiffness depend on their number and distance from the center of gravity in order to obtain a sufficiently high bending stiffness.
  • the provision of transverse bulkheads also has the effect that the heat transfer through convection is reduced.
  • the insulating profile consists of GRP.
  • GRP glass fiber reinforced plastic
  • the insulating profile has a first insulating web element and a second insulating web element
  • the sliding connection between the insulating profile and the outer profile comprises a sliding device near the outer profile between the first insulating web element and the second insulating web element.
  • the connection in the metal-plastic composite profile, which slides in the direction of thrust is either completely or additionally installed in a sliding connection between the first insulating web element and the second insulating web element, although the sliding device between the first insulating web element and the second insulating web element is closer to the outer profile than to the inner profile is arranged and is preferably located in that third of the extent of the insulating profile between the inner profile and the outer profile, which is adjacent to the outer profile.
  • connection between the plastic material of the insulating web can be more effective than a sliding connection between the metal of the outer profile and the plastic of the insulating element.
  • the connection between the The insulating profile and the outer profile can be designed in a conventional manner, ie with a shear-proof connection and a form-fitting connection in the transverse direction of pull and thus like the connection between the insulating profile and the inner profile.
  • the insulating profile has at least one cavity and a plurality of connection points in each case to the inner profile and the outer profile.
  • the insulating profile is designed as a hollow profile with a plurality of transverse webs and the transverse webs are arranged such that their averaged position is closer to the outer profile than to the inner profile.
  • the insulating profile can have a plurality of transverse webs which, in total, are arranged closer to the outer profile than to the inner profile. This can be determined by the fact that, in the case of a plurality of transverse webs, their individual position is averaged and the geometrically averaged position is closer to the outer profile than to the inner profile.
  • the provision of a layer with low emissivity on at least one of the transverse webs or at least one transverse bulkhead can further reduce the heat transfer.
  • Fig. 1 shows a first embodiment of a metal-plastic composite profile 1, which consists of an inner profile 2, an outer profile 3 and an insulating profile 4 between the inner profile 2 and the outer profile 3.
  • Both the inner profile 2 and the outer profile 3 are made of metal, aluminum, steel, stainless steel, weatherproof steel or copper / brass being particularly preferred.
  • this is preferably anodized or coated.
  • steel is preferably galvanized, in particular strip galvanized (continuously hot-dip galvanized) or piece-galvanized.
  • the steel can also be coated, in which case either liquid paint or a powder coating can be used.
  • stainless steel is selected for the inner profile and / or outer profile, it can be blank, polished, ground or electrolytically colored. When using brass / copper, this is preferably used bare or pickled.
  • a shear-resistant connection 5 with transverse tensile strength is provided between the inner profile 2 and the insulating profile 4.
  • a fixed connection is established both in the direction of the arrow A (transverse pulling direction) and in a direction perpendicular to the plane of the drawing Fig. 1 (Direction of thrust).
  • a flexible connection 7 with sufficient transverse tensile strength is produced between the insulating profile 4 and the outer profile 3.
  • a connection in the direction of arrow A (transverse pulling direction) is established with the aid of a suitable form fit, whereas in a direction perpendicular to the plane of the drawing Fig. 1 (Pushing direction) the insulating profile 4 can slide relative to the outer profile 3.
  • Both the shear-resistant connection 5 and the shear-soft connection 7 can be implemented via a form-fit connection in the transverse direction of pull.
  • connection 5 between the insulating profile 4 and the inner profile 2 as well as the connection 7 between the insulating profile 4 and the outer profile 3 can each be configured via a dovetail-shaped guide 6.
  • the connection 5 between the insulating profile 4 and the inner profile 2 can be provided with knurling in the inner profile 2 to produce the shear-proof connection 5.
  • the flexible connection 7 can also be implemented via a dovetail guide 6, but without knurling in the outer profile 3 in order to allow sliding in the longitudinal direction of the insulating profile perpendicular to the plane of the drawing Fig. 1 to enable.
  • the insulating profile 4 is made of a material with high rigidity, the modulus of elasticity of the material being at least 10 GPa.
  • the insulating profile can be made of GRP, with E-modules of up to approx. 60 GPa being achievable.
  • E-modules of over 60 GPa can even be achieved.
  • the achievable bending stiffness of the composite profile does not depend exclusively on the material of the Insulation profile 4 from, but also from its geometry. So is in the design according to Fig.
  • the insulating profile 4 is formed with an H-shaped cross section and has a transverse web 9a, which rigidly connects the two longitudinal webs 11a and 11b to one another.
  • the distance to the center of gravity referred to as the "Steiner portion” increases through the crosspiece 9a in order to create a supporting structure with an increased moment of inertia and thus improved flexural rigidity.
  • Fig. 2 shows a one-piece insulating profile 4 with two longitudinal webs 11a and 11b and two transverse webs 9a and 9b. Otherwise the embodiment corresponds to Fig. 2 after those Fig. 1 . Due to the ladder-shaped structure of the insulating profile 4 after Fig. 2 the bending resistance of the insulating profile is further improved. The provision of a hollow chamber 12 between the transverse webs 9a and 9b improves the thermal insulation.
  • the transverse webs 9a and 9b are averaged closer to the outer profile 3 than to the inner profile 2. If one were to consider the position of the crossbars in the transverse direction A relative to the connections 6 between the insulating profile 4 and the outer profile 3 and between the insulating profile 4 and the inner profile 3, the sum of the distances between the individual crossbars and the outer profile 3 would be less than the sum the spacing of the transverse webs to the inner profile 2. This measure is used to give the insulating profile 4 increased rigidity by increasing the moment of inertia, especially in the area in which there is a reduced overall rigidity due to the flexible connection 7 between the insulating profile 4 and the outer profile 3 .
  • the insulating profile 4 can also consist of individual insulating webs, each of which is connected to the inner profile via a shear-resistant connection and to the outer profile via a shear-resistant connection.
  • a so-called ⁇ -insulating profile 4 is shown, which by its increased width compared to the design according to Fig. 2 has improved properties, as the insulating profile 4 is flush with the metal profile in the outer contour.
  • the curvature of the longitudinal webs 11a, 11b, their length in the plane of the Fig. 3 increases, whereby the thermal insulation compared to the geometry according to Fig. 2 somewhat improved.
  • the transverse webs 9a, 9b are arranged closer to the outer profile 3 in order to increase the moment of inertia.
  • transverse bulkheads 14 are each provided instead of transverse webs 9, 9a, 9b, transverse bulkheads 14 on the longitudinal webs 11 of the insulating webs 4-1 and 4-2 forming the insulating profile, which are also arranged eccentrically, since the transverse bulkheads 14 spaced apart from the inner profile 2 each time the moment of inertia of the associated insulating web 4-1, 4-2 increased.
  • transverse bulkheads 14 represent a barrier which reduces the heat flow through radiation between the inner profile 2 and the outer profile 2. If two insulation bars 4-1 and 4-2 as in Figures 4 , 5 and 6th shown are designed mirror images of one another and the transverse bulkheads almost touch, almost closed hollow chambers 12 are also formed, which further improve the thermal insulation. The almost closed hollow chambers hinder the transfer of heat by convection, as there is a there is a reduced temperature difference from transverse bulkhead to transverse bulkhead.
  • the embodiments according to Figures, 7 , 8th and 9 match those after Figures 4 , 5 and 6th and additionally have at least one LE layer (low emissivity) with low emissivity applied either on one side or on both sides to the transverse bulkheads, which is either glued on as a film or sprayed on as a lacquer layer.
  • the LE layers 15, 15a, 15b, 15c, 15d reduce the heat flow due to radiation and therefore contribute to the improved thermal insulation of the metal-plastic composite profile 1 according to the embodiments of FIG Figures 7 , 8th and 9 compared to the otherwise identical embodiments Figures 4 , 5 and 6th at.
  • the exchange of energy with the outer profile is hindered more effectively if the LE layer points towards the outer profile.
  • the optimal solution is to provide both the surface facing the outer profile and the surface facing the inner profile with an LE layer.
  • an LE layer 15 is also provided on the transverse web 9a, which layer faces the inner profile 2.
  • an outer profile 3 and an inner profile 2 are also shown schematically, each of which has a dovetail-shaped receptacle 6.
  • the flexible connection 7 between the insulating profile 4 and the outer profile 3 can be laid in the insulating profile 4 as an additional variant in all the embodiments of the invention shown.
  • the insulating profile 4 consists of a first insulating web element 4a and a second insulating web element 4b.
  • Both the first insulating web element 4a and the second insulating web element 4b are connected to the inner profile 2 and outer profile 3 via a shear-resistant connection 5.
  • the shear-soft connection 7 which is positive-locking in the transverse direction, which allows relative sliding in a direction perpendicular to the plane of the drawing Fig. 10 allowed.
  • the flexible connection 7 is located near the outer profile 3, so that the flexible connection 7 is also in the immediate vicinity of the outer profile 3 in this embodiment.
  • the length L1 of the insulating bar element 4a connected to the inner profile 2 in a shear-proof manner can therefore advantageously be at least twice as great in the heat flow direction as the length L2 of the insulating bar element 4b connected to the outer profile 3.

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Wing Frames And Configurations (AREA)
  • Door And Window Frames Mounted To Openings (AREA)

Description

Gebiet der ErfindungField of invention

Die Erfindung betrifft ein Metall-Kunststoff-Verbundprofil mit reduzierter Verformung bei Temperaturunterschieden.The invention relates to a metal-plastic composite profile with reduced deformation in the event of temperature differences.

Stand der TechnikState of the art

Wärmegedämmte Verbundprofile werden für Rahmen von Fenstern, Türen oder Fassaden eingesetzt. Dabei wird zwischen einem Außenprofil aus Metall sowie einem Innenprofil aus Metall ein Dämmprofil oder eine Vielzahl einzelner Dämmstege zur thermischen Entkopplung angeordnet, um den unerwünschten Wärmefluss zwischen dem Innen- und Außenprofil zu reduzieren. Bei herkömmlichen Verbundprofilen wird dabei eine kraftschlüssige und daher schubfeste Verbindung zwischen dem Dämmprofil und dem Innen- und Außenprofil hergestellt. Die kraftschlüssige Verbindung erzeugt eine Biegesteifigkeit des Verbundprofils, welche zur Abtragung von Lasten in Querzugrichtung, z.B. bei Winddruck oder bei Windsog benötigt wird. Die Querzugrichtung verläuft in Richtung des Abstands zwischen dem Innenprofil und Außenprofil, während die Schubrichtung senkrecht dazu verläuft.Thermally insulated composite profiles are used for the frames of windows, doors or facades. An insulating profile or a large number of individual insulating webs for thermal decoupling is arranged between an outer profile made of metal and an inner profile made of metal in order to reduce the undesired heat flow between the inner and outer profile. With conventional composite profiles, a non-positive and therefore shear-proof connection is made between the insulating profile and the inner and outer profiles. The non-positive connection creates a flexural rigidity of the composite profile, which is required for the transfer of loads in the transverse direction, e.g. with wind pressure or wind suction. The transverse pulling direction runs in the direction of the distance between the inner profile and outer profile, while the pushing direction runs perpendicular thereto.

Da das Dämmprofil zwischen den Metallprofilen eine thermische Trennebene darstellt, die den Wärmefluss von dem einen Metallprofil zum anderen begrenzt, entsteht allerdings bei der Herstellung eines als schubfester Verbund bezeichneten Verbundprofils mit kraftschlüssiger Verbindung in Schubrichtung sowie in Querzugrichtung zwischen dem Dämmprofil und den Metallprofilen die Schwierigkeit, dass bei einem Temperaturunterschied zwischen den das Verbundprofil bildenden Metallprofilen, eine Durchbiegung des Verbundprofils erfolgt. Der Grund dafür besteht darin, dass sich aufgrund der größeren Längenausdehnung des Metallprofils mit höherer Temperatur eine Schubspannung zwischen den Bauteilen des Verbundprofils ergibt, die sich aufgrund der Schubfestigkeit des Verbunds in einer Durchbiegung des Verbundprofils in Richtung auf das Metallprofil mit der höheren Temperatur auswirkt.Since the insulating profile between the metal profiles represents a thermal separation plane that limits the heat flow from one metal profile to the other, the difficulty arises when producing a composite profile called a shear-resistant composite with a force-fit connection in the direction of thrust and in the direction of transverse tension between the insulating profile and the metal profiles, that if there is a temperature difference between the metal profiles forming the composite profile, the composite profile will sag. The reason for this is that due to the greater length expansion of the metal profile With a higher temperature, a shear stress between the components of the composite profile results which, due to the shear strength of the composite, results in a deflection of the composite profile in the direction of the metal profile with the higher temperature.

Eine derartige Schwierigkeit aufgrund von Temperaturdifferenzen tritt beispielsweise im Winter zwischen der Rauminnenseite und der Außenluft auf, sowie im Sommer, sobald die Sonneneinstrahlung zu einer Temperaturerhöhung des Außenprofils führt. Diese Verformungen werden als Bi-Metall-Effekt bezeichnet, wirken sich immer als Wölbung zur wärmeren Seite hin aus und beeinträchtigen die Funktion des mit dem Verbundprofil gebildeten Bauteils wie z.B. des Fensters oder der Tür. So kann es beispielsweise zu einem schwergängigen Schließen von Fenstern und Türen kommen. Weitere mögliche Schwierigkeiten können Einschränkungen bei der Luftdichtheit und Schlagregendichtheit sein. Schließlich kann die Durchbiegung auch an Trennwandausschlüssen störend sichtbar werden.Such a difficulty due to temperature differences occurs, for example, in winter between the inside of the room and the outside air, and in summer, as soon as the solar radiation leads to an increase in temperature of the outer profile. These deformations are known as the bimetal effect, always have the effect of bulging towards the warmer side and impair the function of the component formed with the composite profile such as the window or door. For example, windows and doors can be difficult to close. Other possible difficulties could be restrictions on airtightness and watertightness against driving rain. Finally, the deflection can also become annoyingly visible at partition wall exclusions.

Im Stand der Technik wurden bereits mehrere Abhilfemaßnahmen vorgeschlagen. Zum einen lässt sich der Bi-Metall-Effekt verringern, indem die Temperaturunterschiede verringert werden. Dies kann zum einen dadurch erfolgen, dass die thermische Trennung verschlechtert wird, was allerdings erhöhte Wärmeverluste im Winter bedeutet. Insbesondere kann die Wärmedämmung durch das Anbringen von lokalen Wärmebrücken verschlechtert werden, wodurch die Temperaturdifferenzen zwischen Innen- und Außenprofil verringert und die damit verbundene Längenänderung und Durchbiegung herabgesetzt werden.Several remedial measures have been suggested in the prior art. On the one hand, the bi-metal effect can be reduced by reducing the temperature differences. On the one hand, this can be done by worsening the thermal separation, which, however, means increased heat losses in winter. In particular, the thermal insulation can be worsened by the application of local thermal bridges, whereby the temperature differences between the inner and outer profile and the associated change in length and deflection are reduced.

Eine weitere Maßnahme besteht darin, die IR-Reflexion der Außenoberfläche zu erhöhen, was sowohl für den Sommerfall als auch den Winterfall wirksam ist. Der Nachteil dieser Maßnahme besteht allerdings darin, dass die Oberflächenvarianten des Außenprofils zur Gebäudeaußenseite hin eingeschränkt werden. Eine weitere Alternative besteht darin, die Verbundwirkung des Gesamtprofils zu verschlechtern. Dies kann zum einen dadurch geschehen, dass die Steifigkeit der Dämmstege reduziert wird, wie in der DE 20 2012 003 730 U1 beschrieben wird.Another measure is to increase the IR reflection of the outer surface, which is effective for both summer and winter cases. The disadvantage of this measure is, however, that the surface variants of the outer profile are restricted to the outside of the building. Another alternative is to worsen the composite effect of the overall profile. On the one hand, this can be done by reducing the rigidity of the insulating bars, as in the DE 20 2012 003 730 U1 is described.

Eine weitere mögliche Maßnahme ist in der DE 296 23 019 U1 beschrieben. Bei dem darin beschriebenen wärmegedämmten Verbundprofil wird zur Vermeidung einer Ausbiegung bei ungleichmäßiger Erwärmung der Metallprofile eine gleitende Verbindung zwischen den Dämmstegen und den Metallprofilen vorgesehen.Another possible measure is in the DE 296 23 019 U1 described. In the case of the thermally insulated composite profile described therein, a sliding connection is provided between the insulating webs and the metal profiles in order to avoid bending when the metal profiles are heated unevenly.

Alle Maßnahmen zur Verschlechterung der Verbundwirkung des Gesamtprofils besitzen allerdings den Nachteil, dass die Biegesteifigkeit gegenüber einem querschnittsgleichen Verbundprofil, d.h. mit einem schubfesten Verbund zwischen dem Dämmprofil und den Metallprofilen deutlich herabgesetzt wird. DE 32 36 357 A1 offenbart ein Metall-Kunststoff-Verbundprofil mit allen Merkmalen des Oberbegriffs des Anspruchs 1.However, all measures to worsen the composite effect of the overall profile have the disadvantage that the flexural rigidity is significantly reduced compared to a composite profile with the same cross-section, ie with a shear-resistant bond between the insulating profile and the metal profiles. DE 32 36 357 A1 discloses a metal-plastic composite profile with all the features of the preamble of claim 1.

Darstellung der ErfindungPresentation of the invention

Der Erfindung liegt die Aufgabe zugrunde, ein wärmegedämmtes Metall-Kunststoff-Verbundprofil vorzuschlagen, das einen reduzierten Bi-Metall-Effekt aufweist bei gleichzeitig ausreichender Biegesteifigkeit und Wärmedämmung.The invention is based on the object of proposing a thermally insulated metal-plastic composite profile which has a reduced bimetal effect while at the same time providing sufficient flexural rigidity and thermal insulation.

Diese Aufgabe wird durch ein Metall-Kunststoff-Verbundprofil mit den Merkmalen des Anspruchs 1 gelöst. Bevorzugte Ausführungsformen folgen aus den übrigen Ansprüchen.This object is achieved by a metal-plastic composite profile with the features of claim 1. Preferred embodiments follow from the remaining claims.

Das erfindungsgemäße Metall-Kunststoff-Verbundprofil mit reduzierter Verformung bei Temperaturunterschieden zwischen innen und außen umfasst ein Innenprofil aus Metall, ein Außenprofil aus Metall und ein Dämmprofil aus Kunststoff, mit einer schubfesten Verbindung sowie formschlüssigen Verbindung in Querzugrichtung zwischen dem Dämmprofil und dem Innenprofil. Zwischen dem Dämmprofil und dem Außenprofil besteht eine formschlüssige Verbindung in Querzugrichtung und eine schubweiche, d.h. gleitende Verbindung in Schubrichtung. Das erfindungsgemäße Metall-Kunststoff-Verbundprofil umfasst weiterhin ein Mittel zum Erhöhen der Biegesteifigkeit des Metall-Kunststoff-Verbundprofils, wobei das Mittel zum Erhöhen der Biegesteifigkeit die nachfolgende Maßnahme umfasst:
Das Material des Dämmprofils weist ein E-Modul von mindestens 10 GPa und vorzugsweise mindestens 20 GPa auf, besonders bevorzugt von mindestens 40 GPa.
The metal-plastic composite profile according to the invention with reduced deformation when there are temperature differences between inside and outside comprises an inner profile made of metal Outer profile made of metal and an insulating profile made of plastic, with a shear-proof connection as well as a form-fitting connection in the transverse direction of pull between the insulating profile and the inner profile. Between the insulating profile and the outer profile there is a positive connection in the transverse direction of pull and a shear-soft, ie sliding connection in the direction of shear. The metal-plastic composite profile according to the invention also comprises a means for increasing the flexural rigidity of the metal-plastic composite profile, the means for increasing the flexural rigidity comprising the following measure:
The material of the insulating profile has a modulus of elasticity of at least 10 GPa and preferably at least 20 GPa, particularly preferably at least 40 GPa.

Der Temperaturunterschied zwischen innen und außen ist dabei der Temperaturunterschied zwischen Außenprofil und Innenprofil.The temperature difference between inside and outside is the temperature difference between the outer profile and the inner profile.

Erfindungsgemäß wird die Biegesteifigkeit des Metall-Kunststoff-Verbundprofils durch diese Maßnahme erhöht.According to the invention, the flexural strength of the metal-plastic composite profile is increased by this measure.

Es wird ein Dämmprofil verwendet, das eine erhöhte Steifigkeit aufweist. So kann bei dem Einsatz von glasfaserverstärktem Kunststoff (GFK) ein E-Modul von bis zu 60 GPa oder beim Einsatz von karbonfaserverstärktem Kunststoff (CFK) ein E-Modul von über 40 GPa erreicht werden. Im Stand der Technik übliche Werkstoffe für Dämmprofile wie PA 6.6 GF25, AWS oder PVC weisen hingegen E-Module auf, die in der Regel unter 5 GPa liegen. Indem ein Dämmsteg eingesetzt wird, dessen E-Modul mindestens 10 GPa beträgt, wird bereits eine erhöhte Biegesteifigkeit erzeugt, die zusätzlich durch das Vorsehen von mindestens einem, sich senkrecht zur Querzugrichtung erstreckenden Querelement weiter erhöht wird. Das mindestens eine sich senkrecht zur Querzugrichtung erstreckende Querelement ist ein Quersteg oder Querschott. Die zur Erzielung einer ausreichenden Biegesteifigkeit erforderlichen Abmessungen des Querelements richten sich nach deren Anzahl und Abstand vom Schwerpunkt, um eine ausreichend hohe Biegesteifigkeit zu erhalten. Das Vorsehen von Querschotten besitzt darüber hinaus den Effekt, dass die Wärmeübertragung durch Konvektion reduziert wird.An insulating profile is used that has increased rigidity. For example, when using fiberglass-reinforced plastic (GRP), an E-module of up to 60 GPa can be achieved, or when using carbon fiber-reinforced plastic (CFRP), an E-module of over 40 GPa can be achieved. In the prior art, common materials for insulating profiles such as PA 6.6 GF25, AWS or PVC, however, have E-modules that are usually below 5 GPa. By using an insulating web with a modulus of elasticity of at least 10 GPa, increased flexural rigidity is generated, which is further increased by the provision of at least one transverse element extending perpendicular to the transverse direction of pull. The at least one transverse element extending perpendicular to the transverse direction of pull is a transverse web or transverse bulkhead. The necessary to achieve a sufficient The dimensions of the transverse element required for bending stiffness depend on their number and distance from the center of gravity in order to obtain a sufficiently high bending stiffness. The provision of transverse bulkheads also has the effect that the heat transfer through convection is reduced.

Nach einer bevorzugten Ausführungsform der Erfindung besteht das Dämmprofil aus GFK. GFK (glasfaserverstärkter Kunststoff) besitzt den wesentlichen Vorteil, dass übliche GFK Werkstoffe mit einem Glasfasergehalt von mehr als 40% und unter Verwendung üblicher Harze einen Wärmeausdehnungskoeffizienten aufweisen, der bei 25% bis 50% des Wärmeausdehnungskoeffizienten von Thermoplasten liegt. Dies macht ein Dämmprofil aus GFK weniger empfindlich bezüglich temperaturbedingter Verformung bei einer hohen Temperaturdifferenz im Dämmprofil.According to a preferred embodiment of the invention, the insulating profile consists of GRP. GRP (glass fiber reinforced plastic) has the significant advantage that common GRP materials with a glass fiber content of more than 40% and, using common resins, have a coefficient of thermal expansion that is 25% to 50% of the coefficient of thermal expansion of thermoplastics. This makes an insulating profile made of GRP less sensitive to temperature-related deformation when there is a high temperature difference in the insulating profile.

Nach einer bevorzugten Ausführungsform der Erfindung weist das Dämmprofil ein erstes Dämmstegelement und ein zweites Dämmstegelement auf, und die gleitende Verbindung zwischen Dämmprofil und Außenprofil umfasst eine Gleitvorrichtung nahe dem Außenprofil zwischen dem ersten Dämmstegelement und dem zweiten Dämmstegelement. Auf diese Weise wird die in Schubrichtung gleitende Verbindung im Metall-Kunststoff-Verbundprofil entweder vollständig oder zusätzlich in eine Gleitverbindung zwischen dem ersten Dämmstegelement und dem zweiten Dämmstegelement verlegt, wobei allerdings die Gleitvorrichtung zwischen dem ersten Dämmstegelement und dem zweiten Dämmstegelement näher an dem Außenprofil als an dem Innenprofil angeordnet ist und sich vorzugsweise in demjenigen Drittel der Erstreckung des Dämmprofils zwischen Innenprofil und Außenprofil befindet, das an das Außenprofil angrenzt. Diese bevorzugte Maßnahme kann vorteilhaft sein, da eine Gleitverbindung zwischen dem Kunststoffmaterial des Dämmstegs wirkungsvoller sein kann als eine Gleitverbindung zwischen dem Metall des Außenprofils und dem Kunststoff des Dämmelements. Die Verbindung zwischen dem Dämmprofil und dem Außenprofil kann in herkömmlicher Weise ausgeführt sein, d.h. mit einer schubfesten Verbindung sowie formschlüssigen Verbindung in Querzugrichtung und somit wie die Verbindung zwischen dem Dämmprofil und dem Innenprofil.According to a preferred embodiment of the invention, the insulating profile has a first insulating web element and a second insulating web element, and the sliding connection between the insulating profile and the outer profile comprises a sliding device near the outer profile between the first insulating web element and the second insulating web element. In this way, the connection in the metal-plastic composite profile, which slides in the direction of thrust, is either completely or additionally installed in a sliding connection between the first insulating web element and the second insulating web element, although the sliding device between the first insulating web element and the second insulating web element is closer to the outer profile than to the inner profile is arranged and is preferably located in that third of the extent of the insulating profile between the inner profile and the outer profile, which is adjacent to the outer profile. This preferred measure can be advantageous since a sliding connection between the plastic material of the insulating web can be more effective than a sliding connection between the metal of the outer profile and the plastic of the insulating element. The connection between the The insulating profile and the outer profile can be designed in a conventional manner, ie with a shear-proof connection and a form-fitting connection in the transverse direction of pull and thus like the connection between the insulating profile and the inner profile.

Durch das Anordnen der Querstege so, dass ihre gemittelte Position näher am Außenprofil liegt als am Innenprofil wird erreicht, dass der Verbund aus Innenprofil und Dämmprofil eine besonders hohe Biegesteifigkeit erhält.By arranging the crossbars so that their averaged position is closer to the outer profile than to the inner profile, it is achieved that the combination of inner profile and insulating profile has a particularly high flexural strength.

Nach einer Ausführungsform der Erfindung weist das Dämmprofil mindestens einen Hohlraum sowie jeweils eine Mehrzahl von Verbindungsstellen zu dem Innenprofil und dem Außenprofil auf. Durch die Verwendung eines Hohlraums und den sich hieraus ergebenden erhöhten Trägheitsmomenten wird die Biegesteifigkeit des Dämmprofils und damit die Biegesteifigkeit des gesamten Metall-Kunststoff-Verbundprofils weiter erhöht.According to one embodiment of the invention, the insulating profile has at least one cavity and a plurality of connection points in each case to the inner profile and the outer profile. By using a cavity and the resulting increased moments of inertia, the flexural rigidity of the insulating profile and thus the flexural rigidity of the entire metal-plastic composite profile is increased further.

Nach einer weiteren möglichen Ausgestaltung der Erfindung ist das Dämmprofil als Hohlprofil mit mehreren Querstegen ausgebildet und die Querstege sind so angeordnet, dass ihre gemittelte Position näher am Außenprofil als am Innenprofil liegt. Mit anderen Worten kann das Dämmprofil mehrere Querstege aufweisen, die in Summe näher am Außenprofil als am Innenprofil angeordnet sind. Dies lässt sich dadurch feststellen, dass bei einer Mehrzahl von Querstegen deren individuelle Position gemittelt wird und sich die geometrisch gemittelte Position näher am Außenprofil befindet als am Innenprofil.According to a further possible embodiment of the invention, the insulating profile is designed as a hollow profile with a plurality of transverse webs and the transverse webs are arranged such that their averaged position is closer to the outer profile than to the inner profile. In other words, the insulating profile can have a plurality of transverse webs which, in total, are arranged closer to the outer profile than to the inner profile. This can be determined by the fact that, in the case of a plurality of transverse webs, their individual position is averaged and the geometrically averaged position is closer to the outer profile than to the inner profile.

Das Vorsehen einer Schicht mit geringer Emissivität auf mindestens einem der Querstege oder mindestens einem Querschott kann nach einer bevorzugten Ausführungsform die Wärmeübertragung weiter herabsetzen.According to a preferred embodiment, the provision of a layer with low emissivity on at least one of the transverse webs or at least one transverse bulkhead can further reduce the heat transfer.

Kurze Beschreibung der ZeichnungenBrief description of the drawings

Nachfolgend wird die Erfindung rein beispielhaft anhand der beiliegenden Figuren beschrieben, in denen

Fig. 1
schematisch eine erste Ausführungsform des wärmegedämmte Metall-Kunststoff-Verbundprofils nach der Erfindung zeigt;
Fig. 2
eine Variante der in Fig. 1 dargestellten Ausführungsform mit zwei Querstegen zeigt;
Fig. 3
eine Variante der in Fig. 2 dargestellten Ausführungsform mit einer unterschiedlichen Form des Dämmprofils zeigt;
Fig. 4
eine weitere Ausführungsform der Erfindung unter Verwendung von zwei separaten Dämmstegen darstellt
Fig. 5
eine Variante der Ausführungsform der Erfindung nach Fig. 4 zeigt;
Fig. 6
eine weitere Variante der Ausführungsform der Erfindung nach Fig. 4 und 5;
Fig. 7
eine Variante der Ausführungsform der Erfindung nach Fig. 4 zeigt;
Fig. 8
eine Variante der Ausführungsform der Erfindung nach Fig. 5 zeigt;
Fig. 9
eine Variante der Ausführungsform der Erfindung nach Fig. 6 zeigt; und
Fig. 10
eine weitere Ausführungsform der Erfindung darstellt.
The invention is described below purely by way of example with reference to the accompanying figures, in which
Fig. 1
shows schematically a first embodiment of the thermally insulated metal-plastic composite profile according to the invention;
Fig. 2
a variant of the in Fig. 1 the embodiment shown with two transverse webs shows;
Fig. 3
a variant of the in Fig. 2 shown embodiment with a different shape of the insulating profile shows;
Fig. 4
represents a further embodiment of the invention using two separate insulating bars
Fig. 5
a variant of the embodiment of the invention according to Fig. 4 shows;
Fig. 6
another variant of the embodiment of the invention according to Fig. 4 and 5 ;
Fig. 7
a variant of the embodiment of the invention according to Fig. 4 shows;
Fig. 8
a variant of the embodiment of the invention according to Fig. 5 shows;
Fig. 9
a variant of the embodiment of the invention according to Fig. 6 shows; and
Fig. 10
represents a further embodiment of the invention.

Beschreibung der bevorzugten AusführungsformenDescription of the preferred embodiments

In den nachfolgenden Figuren werden jeweils dieselben Elemente mit denselben Referenzziffern bezeichnet.In the following figures, the same elements are denoted by the same reference numbers.

Fig. 1 zeigt eine erste Ausführungsform eines Metall-Kunststoff-Verbundprofils 1, das aus einem Innenprofil 2, einem Außenprofil 3 sowie einem Dämmprofil 4 zwischen dem Innenprofil 2 und dem Außenprofil 3 besteht. Fig. 1 shows a first embodiment of a metal-plastic composite profile 1, which consists of an inner profile 2, an outer profile 3 and an insulating profile 4 between the inner profile 2 and the outer profile 3.

Sowohl das Innenprofil 2 wie auch Außenprofil 3 bestehen aus Metall, wobei Aluminium, Stahl, Edelstahl, wetterfester Stahl oder Kupfer/Messing besonders bevorzugt sind.Both the inner profile 2 and the outer profile 3 are made of metal, aluminum, steel, stainless steel, weatherproof steel or copper / brass being particularly preferred.

Bei der Verwendung von Aluminium ist dieses bevorzugt anodisiert oder beschichtet. Wird Stahl eingesetzt, so ist dieser bevorzugt verzinkt, insbesondere bandverzinkt (kontinuierlich schmelztauchveredelt) oder stückverzinkt. Alternativ kann der Stahl aber auch beschichtet sein, wobei entweder Flüssiglack oder eine Pulverbeschichtung zum Einsatz kommen können. Es ist aber auch möglich, den Stahl mittels eines Duplex-Verfahrens zu behandeln, d.h. sowohl zu verzinken als auch zu beschichten.When using aluminum, this is preferably anodized or coated. If steel is used, it is preferably galvanized, in particular strip galvanized (continuously hot-dip galvanized) or piece-galvanized. Alternatively, the steel can also be coated, in which case either liquid paint or a powder coating can be used. However, it is also possible to treat the steel using a duplex process, i.e. both galvanizing and coating.

Wird für das Innenprofil und/oder Außenprofil Edelstahl gewählt, so kann dieser blank, poliert, geschliffen oder aber elektrolytisch gefärbt sein. Bei der Verwendung von Messing/Kupfer wird dieses bevorzugt blank oder gebeizt eingesetzt.If stainless steel is selected for the inner profile and / or outer profile, it can be blank, polished, ground or electrolytically colored. When using brass / copper, this is preferably used bare or pickled.

Zwischen dem Innenprofil 2 und dem Dämmprofil 4 ist eine schubfeste Verbindung 5 mit Querzugtragfähigkeit vorgesehen. Mit anderen Worten wird eine feste Verbindung sowohl in Pfeilrichtung A (Querzugrichtung) als auch in einer Richtung senkrecht zur Zeichenebene der Fig. 1 (Schubrichtung) hergestellt.A shear-resistant connection 5 with transverse tensile strength is provided between the inner profile 2 and the insulating profile 4. In other words, a fixed connection is established both in the direction of the arrow A (transverse pulling direction) and in a direction perpendicular to the plane of the drawing Fig. 1 (Direction of thrust).

Zwischen dem Dämmprofil 4 und dem Außenprofil 3 hingegen wird eine schubweiche Verbindung 7 mit ausreichender Querzugtragfähigkeit hergestellt. Mit anderen Worten wird mit Hilfe eines geeigneten Formschlusses eine Verbindung in Pfeilrichtung A (Querzugrichtung) hergestellt, wohingegen in einer Richtung senkrecht zur Zeichenebene der Fig. 1 (Schubrichtung) das Dämmprofil 4 relativ zum Außenprofil 3 gleiten kann.On the other hand, between the insulating profile 4 and the outer profile 3, a flexible connection 7 with sufficient transverse tensile strength is produced. In other words, a connection in the direction of arrow A (transverse pulling direction) is established with the aid of a suitable form fit, whereas in a direction perpendicular to the plane of the drawing Fig. 1 (Pushing direction) the insulating profile 4 can slide relative to the outer profile 3.

Sowohl die schubfeste Verbindung 5 als auch die schubweiche Verbindung 7 können über eine Formschlussverbindung in Querzugrichtung realisiert werden.Both the shear-resistant connection 5 and the shear-soft connection 7 can be implemented via a form-fit connection in the transverse direction of pull.

Die Verbindung 5 zwischen dem Dämmprofil 4 und dem Innenprofil 2 sowie die Verbindung 7 zwischen dem Dämmprofil 4 und dem Außenprofil 3 können jeweils über eine schwalbenschwanzförmige Führung 6 ausgestaltet sein. Die Verbindung 5 zwischen dem Dämmprofil 4 und dem Innenprofil 2 kann zur Herstellung der schubfesten Verbindung 5 mit einer Rändelung im Innenprofil 2 versehen ist. Im Gegensatz dazu kann die schubweiche Verbindung 7 ebenfalls über eine Schwalbenschwanzführung 6 realisiert werden, jedoch ohne eine Rändelung im Außenprofil 3, um ein Gleiten in der Längsrichtung des Dämmprofils senkrecht zur Zeichenebene der Fig. 1 zu ermöglichen.The connection 5 between the insulating profile 4 and the inner profile 2 as well as the connection 7 between the insulating profile 4 and the outer profile 3 can each be configured via a dovetail-shaped guide 6. The connection 5 between the insulating profile 4 and the inner profile 2 can be provided with knurling in the inner profile 2 to produce the shear-proof connection 5. In contrast to this, the flexible connection 7 can also be implemented via a dovetail guide 6, but without knurling in the outer profile 3 in order to allow sliding in the longitudinal direction of the insulating profile perpendicular to the plane of the drawing Fig. 1 to enable.

Um die durch die schubweiche Verbindung 7 verringerte Biegesteifigkeit des Verbundprofils 1 zumindest teilweise zu kompensieren, wird das Dämmprofil 4 aus einem Werkstoff mit hoher Steifigkeit gefertigt, wobei der E-Modul des Werkstoffs mindestens 10 GPa beträgt. Beispielsweise lässt sich das Dämmprofil aus GFK fertigen, wobei hierbei E-Module von bis zu ca. 60 GPa erreichbar sind. Bei der Verwendung eines Dämmprofils aus einem karbonfaserverstärktem Kunststoff lassen sich sogar E-Module von über 60 GPa erzielen. Die erzielbaren Biegesteifigkeiten des Verbundprofils hängen allerdings nicht ausschließlich von dem Material des Dämmprofils 4 ab, sondern auch von dessen Geometrie. So wird in der Ausgestaltung nach Fig. 1 das Dämmprofil 4 mit einem H-förmigen Querschnitt gebildet und besitzt einen Quersteg 9a, welcher die beiden Längsstege 11a und 11b miteinander starr verbindet. In Verbindung mit einer schubfesten Verbindung 5 zum Innenprofil steigt durch den Quersteg 9a dabei der als "Steiner-Anteil" bezeichnete Abstand zum Schwerpunkt, um so ein Traggerüst mit erhöhtem Trägheitsmoment und damit verbesserter Biegesteifigkeit zu schaffen.In order to at least partially compensate for the flexural rigidity of the composite profile 1, which is reduced by the flexible connection 7, the insulating profile 4 is made of a material with high rigidity, the modulus of elasticity of the material being at least 10 GPa. For example, the insulating profile can be made of GRP, with E-modules of up to approx. 60 GPa being achievable. When using an insulating profile made of a carbon fiber-reinforced plastic, E-modules of over 60 GPa can even be achieved. The achievable bending stiffness of the composite profile does not depend exclusively on the material of the Insulation profile 4 from, but also from its geometry. So is in the design according to Fig. 1 the insulating profile 4 is formed with an H-shaped cross section and has a transverse web 9a, which rigidly connects the two longitudinal webs 11a and 11b to one another. In conjunction with a shear-proof connection 5 to the inner profile, the distance to the center of gravity, referred to as the "Steiner portion", increases through the crosspiece 9a in order to create a supporting structure with an increased moment of inertia and thus improved flexural rigidity.

Bei der Ausführungsform nach Fig. 2 ist ein einteiliges Dämmprofil 4 mit zwei Längsstegen 11a und 11b sowie zwei Querstegen 9a und 9b dargestellt. Ansonsten entspricht die Ausführungsform nach Fig. 2 derjenigen nach Fig. 1. Durch die leiterförmige Struktur des Dämmprofils 4 nach Fig. 2 wird die Biegeseifigkeit des Dämmprofils weiter verbessert. Das Vorsehen einer Hohlkammer 12 zwischen den Querstegen 9a und 9b verbessert die Wärmedämmung.In the embodiment according to Fig. 2 shows a one-piece insulating profile 4 with two longitudinal webs 11a and 11b and two transverse webs 9a and 9b. Otherwise the embodiment corresponds to Fig. 2 after those Fig. 1 . Due to the ladder-shaped structure of the insulating profile 4 after Fig. 2 the bending resistance of the insulating profile is further improved. The provision of a hollow chamber 12 between the transverse webs 9a and 9b improves the thermal insulation.

Beiden Ausführungsformen nach Fig. 1 und Fig. 2 ist gemeinsam, dass die Querstege 9a und 9b gemittelt näher zum Außenprofil 3 als zum Innenprofil 2 angeordnet sind. Würde man die Position der Querstege in Querzugrichtung A relativ zu den Verbindungen 6 zwischen dem Dämmprofil 4 und dem Außenprofil 3 und zwischen dem Dämmprofil 4 und dem Innenprofil 3 betrachten, so würde die Summe der Abstände der einzelnen Querstege zum Außenprofil 3 geringer sein als die Summe der Abstände der Querstege zum Innenprofil 2. Diese Maßnahme dient dazu, dem Dämmprofil 4 durch die Erhöhung des Trägheitsmoment eine erhöhte Steifigkeit insbesondere in demjenigen Bereich zu geben, in dem aufgrund der schubweichen Verbindung 7 zwischen dem Dämmprofil 4 und dem Außenprofil 3 eine verminderte Gesamtsteifigkeit besteht.According to both embodiments Fig. 1 and Fig. 2 What is common is that the transverse webs 9a and 9b are averaged closer to the outer profile 3 than to the inner profile 2. If one were to consider the position of the crossbars in the transverse direction A relative to the connections 6 between the insulating profile 4 and the outer profile 3 and between the insulating profile 4 and the inner profile 3, the sum of the distances between the individual crossbars and the outer profile 3 would be less than the sum the spacing of the transverse webs to the inner profile 2. This measure is used to give the insulating profile 4 increased rigidity by increasing the moment of inertia, especially in the area in which there is a reduced overall rigidity due to the flexible connection 7 between the insulating profile 4 and the outer profile 3 .

Bei der Verwendung eines Dämmprofils aus einem Werkstoff hoher Steifigkeit mit einem E-Modul von mindestens 10 GPa können auch alternative Geometrien des Dämmprofils vorgesehen sein. So kann das Dämmprofil 4 auch aus einzelnen Dämmstegen bestehen, die jeweils über eine schubfeste Verbindung mit dem Innenprofil und eine schubweiche Verbindung mit dem Außenprofil verbunden sind.When using an insulating profile made of a material of high rigidity with an E-module of at least 10 GPa Alternative geometries of the insulating profile can also be provided. Thus, the insulating profile 4 can also consist of individual insulating webs, each of which is connected to the inner profile via a shear-resistant connection and to the outer profile via a shear-resistant connection.

Bei der Ausführungsform nach Fig. 3 ist ein sogenanntes Ω-Dämmprofil 4 dargestellt, das durch seine erhöhte Breite gegenüber der Ausgestaltung nach Fig. 2 verbesserte Eigenschaften besitzt, da das Dämmprofil 4 flächenbündig mit dem Metallprofilen in der Außenkontur abschließt. Darüber hinaus wird durch die Krümmung der Längsstege 11a, 11b deren Länge in der Zeichenebene der Fig. 3 erhöht, wodurch sich die Wärmedämmung gegenüber der Geometrie nach Fig. 2 etwas verbessert. Auch bei der Ausführungsform nach Fig. 3 sind die Querstege 9a, 9b näher zum Außenprofil 3 hin angeordnet, um das Trägheitsmoment zu erhöhen.In the embodiment according to Fig. 3 a so-called Ω-insulating profile 4 is shown, which by its increased width compared to the design according to Fig. 2 has improved properties, as the insulating profile 4 is flush with the metal profile in the outer contour. In addition, the curvature of the longitudinal webs 11a, 11b, their length in the plane of the Fig. 3 increases, whereby the thermal insulation compared to the geometry according to Fig. 2 somewhat improved. Also in the embodiment according to Fig. 3 the transverse webs 9a, 9b are arranged closer to the outer profile 3 in order to increase the moment of inertia.

Bei den Ausführungsformen nach Figuren 4,5 und 6 sind jeweils anstelle von Querstegen 9, 9a, 9b, Querschotte 14 an den Längsstegen 11 der das Dämmprofil bildenden Dämmstege 4-1 und 4-2 vorgesehen, die ebenfalls außermittig angeordnet sind, da durch die vom Innenprofil 2 beanstandeten Querschotte 14 sich jeweils das Trägheitsmoment des zugehörigen Dämmstegs 4-1, 4-2 erhöht. Je mehr Querschotte 14 vorgesehen sind, desto höher wird das Trägheitsmoment.In the embodiments according to Figures 4 , 5 and 6th are each provided instead of transverse webs 9, 9a, 9b, transverse bulkheads 14 on the longitudinal webs 11 of the insulating webs 4-1 and 4-2 forming the insulating profile, which are also arranged eccentrically, since the transverse bulkheads 14 spaced apart from the inner profile 2 each time the moment of inertia of the associated insulating web 4-1, 4-2 increased. The more transverse bulkheads 14 are provided, the higher the moment of inertia becomes.

Darüber hinaus stellen die Querschotte 14 eine Barriere dar, die den Wärmestrom durch Strahlung zwischen dem Innenprofil 2 und dem Außenprofil 2 verringern. Wenn zwei Dämmstege 4-1 und 4-2 wie in den Figuren 4,5 und 6 dargestellt spiegelbildlich zueinander gestaltet sind und sich die Querschotte beinahe berühren, werden zudem beinahe geschlossene Hohlkammern 12 gebildet, welche die Wärmedämmung weiter verbessern. Die beinahe geschlossenen Hohlkammern behindern die Wärmeübertragung durch Konvektion, da in den Kammern eine verringerte Temperaturdifferenz von Querschott zu Querschott vorliegt.In addition, the transverse bulkheads 14 represent a barrier which reduces the heat flow through radiation between the inner profile 2 and the outer profile 2. If two insulation bars 4-1 and 4-2 as in Figures 4 , 5 and 6th shown are designed mirror images of one another and the transverse bulkheads almost touch, almost closed hollow chambers 12 are also formed, which further improve the thermal insulation. The almost closed hollow chambers hinder the transfer of heat by convection, as there is a there is a reduced temperature difference from transverse bulkhead to transverse bulkhead.

Die Ausführungsformen nach Figuren, 7,8 und 9 entsprechen diejenigen nach Figuren 4,5 und 6 und weisen zusätzlich mindestens eine entweder einseitig oder beidseitig auf die Querschotte aufgebrachte LE-Schicht (low emissivity) mit geringer Emissivität auf, die entweder als Folie aufgeklebt oder als Lackschicht aufgesprüht ist. Die LE-Schichten 15, 15a, 15b, 15c, 15d verringern den Wärmestrom durch Strahlung und tragen daher zur verbesserten Wärmedämmung des Metall-Kunststoff-Verbundprofils 1 nach den Ausführungsformen der Figuren 7, 8 und 9 gegenüber den ansonsten identischen Ausführungsformen nach Figuren 4, 5 und 6 bei. Allgemein gilt, dass der Energieaustausch mit dem Außenprofil wirkungsvoller behindert wird, wenn die LE-Schicht zu dem Außenprofil hin zeigt. Die optimale Lösung besteht allerdings darin, sowohl die zum Außenprofil gerichtete Fläche als auch die zum Innenprofil gerichtete Fläche mit einer LE-Schicht zu versehen.The embodiments according to Figures, 7 , 8th and 9 match those after Figures 4 , 5 and 6th and additionally have at least one LE layer (low emissivity) with low emissivity applied either on one side or on both sides to the transverse bulkheads, which is either glued on as a film or sprayed on as a lacquer layer. The LE layers 15, 15a, 15b, 15c, 15d reduce the heat flow due to radiation and therefore contribute to the improved thermal insulation of the metal-plastic composite profile 1 according to the embodiments of FIG Figures 7 , 8th and 9 compared to the otherwise identical embodiments Figures 4 , 5 and 6th at. In general, the exchange of energy with the outer profile is hindered more effectively if the LE layer points towards the outer profile. The optimal solution, however, is to provide both the surface facing the outer profile and the surface facing the inner profile with an LE layer.

Bei der Ausführungsform nach Fig. 10 mit H-förmigem Dämmprofil 4 ist ebenfalls auf dem Quersteg 9a eine LE-Schicht 15 vorgesehen, die dem Innenprofil 2 zugewandt ist. In der Fig. 10 sind zudem schematisch ein Außenprofil 3 sowie ein Innenprofil 2 dargestellt, die jeweils eine schwalbenschwanzförmige Aufnahme 6 besitzen. Abweichend zu den in den übrigen Figuren dargestellten Ausführungsformen kann die schubweiche Verbindung 7 zwischen dem Dämmprofil 4 und dem Außenprofil 3 bei allen dargestellten Ausführungsformen der Erfindung als zusätzliche Variante in das Dämmprofil 4 verlegt werden. Dazu besteht das Dämmprofil 4 aus einem ersten Dämmstegelement 4a und einem zweiten Dämmstegelement 4b. Sowohl das erste Dämmstegelement 4a wie auch das zweite Dämmstegelement 4b sind dabei über eine schubfeste Verbindung 5 mit dem Innenprofil 2 und Außenprofil 3 verbunden. Zwischen den beiden Dämmstegelementen 4a und 4b befindet sich die schubweiche und in Querzugsrichtung formschlüssige Verbindung 7, welche ein relatives Gleiten in einer Richtung senkrecht zu Zeichenebene der Fig. 10 erlaubt. Wichtig ist allerdings, dass sich die schubweiche Verbindung 7 nahe dem Außenprofil 3 befindet, so dass sich die schubweiche Verbindung 7 auch bei dieser Ausgestaltung in unmittelbarer Nähe zum Außenprofil 3 befindet. Die Länge L1 des mit dem Innenprofil 2 schubfest verbundenen Dämmstegelements 4a kann in vorteilhafter Weise daher mindestens doppelt so groß in Wärmestromrichtung sein wie die Länge L2 des mit dem Außenprofil 3 verbundenen Dämmstegelements 4b.In the embodiment according to Fig. 10 with an H-shaped insulating profile 4, an LE layer 15 is also provided on the transverse web 9a, which layer faces the inner profile 2. In the Fig. 10 an outer profile 3 and an inner profile 2 are also shown schematically, each of which has a dovetail-shaped receptacle 6. In contrast to the embodiments shown in the other figures, the flexible connection 7 between the insulating profile 4 and the outer profile 3 can be laid in the insulating profile 4 as an additional variant in all the embodiments of the invention shown. For this purpose, the insulating profile 4 consists of a first insulating web element 4a and a second insulating web element 4b. Both the first insulating web element 4a and the second insulating web element 4b are connected to the inner profile 2 and outer profile 3 via a shear-resistant connection 5. Between the two Dämmstegelemente 4a and 4b there is the shear-soft connection 7, which is positive-locking in the transverse direction, which allows relative sliding in a direction perpendicular to the plane of the drawing Fig. 10 allowed. However, it is important that the flexible connection 7 is located near the outer profile 3, so that the flexible connection 7 is also in the immediate vicinity of the outer profile 3 in this embodiment. The length L1 of the insulating bar element 4a connected to the inner profile 2 in a shear-proof manner can therefore advantageously be at least twice as great in the heat flow direction as the length L2 of the insulating bar element 4b connected to the outer profile 3.

Allen Ausführungsformen ist gemeinsam, dass sich durch die Schaffung eines erfindungsgemäßen Metall-Kunststoff-Verbundprofils der Bi-Metall-Effekt beschränken lässt und sich zugleich eine ausreichende Wärmedämmung und ausreichende Biegesteifigkeiten erzielen lassen. Bei der Wärmedämmung lassen sich Wärmedurchgangskoeffizienten Uf von ≤ 3.0 W/(m2K) und bis hin zu Wärmedurchgangskoeffizienten von Uf von ≤ 1.5 W/(m2K) erzielen. Je nach der Geometrie des Dämmprofils und dessen Materialwahl kann eine Biegesteifigkeit erzielt werden, die gegenüber einem Verbundprofil aus einem herkömmlichen thermoplastischen Material und mit gleitender Verbindung zwischen dem Dämmprofil und dem Außenprofil eine deutlich höhere Biegesteifigkeit erreicht.All embodiments have in common that the creation of a metal-plastic composite profile according to the invention can limit the bi-metal effect and at the same time achieve sufficient thermal insulation and sufficient flexural rigidity. With thermal insulation, heat transfer coefficients Uf of ≤ 3.0 W / (m 2 K) and up to heat transfer coefficients of Uf of ≤ 1.5 W / (m 2 K) can be achieved. Depending on the geometry of the insulating profile and its choice of material, a bending stiffness can be achieved which, compared to a composite profile made of a conventional thermoplastic material and with a sliding connection between the insulating profile and the outer profile, achieves a significantly higher bending stiffness.

Claims (7)

  1. Metal-plastic composite profile comprising:
    - an inner profile (2) made of metal;
    - an outer profile (3) made of metal; and
    - an insulating profile (4) made of plastic;
    wherein
    - the insulating profile (4) has a geometry which comprises at least one transverse element (9a; 9b, 9c; 14) extending perpendicular to the direction of transverse tensile force;
    characterised in that
    the metal-plastic composite profile comprises
    - a shear-resistant form-locking connection (6) in the direction of transverse tensile force between the insulating profile (4) and the inner profile (2) and
    - a form-locking connection in the direction of transverse tensile force between the insulating profile (4) and the outer profile (3) and a sliding connection (7) in the direction of thrust; so that
    - the metal-plastic-composite profile exhibits a reduced deformation in the event of temperature differences between interior and exterior; wherein
    the material of the insulating profile (4) has a modulus of elasticity of at least 10 GPa, preferably at least 20 GPa and particularly preferably at least 40 GPa, in order to increase the bending stiffness of the metal-plastic composite profile (1).
  2. Metal-plastic composite profile according to claim 1, characterised in that the insulating profile (4) is made of glass fibre reinforced plastic or carbon fibre reinforced plastic, but preferably glass fibre reinforced plastic.
  3. Metal-plastic composite profile according to one of the preceding claims, characterised in that the insulating profile (4) has a first insulating web element (4a) and a second insulating web element (4b) and the sliding connection (7) between insulating profile (4) and outer profile (3) comprises a sliding device near the outer profile (3) between the first insulating web element (4a) and the second insulating web element (4b).
  4. Metal-plastic composite profile according to one of the preceding claims, characterised in that the insulating profile (4) has at least one cavity as well as in each case a plurality of connection points with the inner profile and the outer profile.
  5. Metal-plastic composite profile according to one of the preceding claims, characterised in that the insulating profile (4) is configured as a hollow profile with one or more transverse webs (9; 9a, 9b, 9c) and the transverse web (9) or the transverse webs (9a, 9b, 9c) are arranged such that their averaged position lies closer to the outer profile (3) than to the inner profile (2).
  6. Metal-plastic composite profile according to one of the claims 1 to 4, further comprising a plurality of transverse bulkheads (14) on the longitudinal webs (11) of the insulating profile (4).
  7. Metal-plastic composite profile according to one of the claims 5 and 6, further comprising a layer with low emissivity (15) on at least one transverse web (9; 9a, 9b, 9c) or at least one transverse bulkhead (14).
EP16812732.2A 2016-12-14 2016-12-14 Thermally insulated metal-plastic composite profile Active EP3555404B1 (en)

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PCT/EP2016/081042 WO2018108268A1 (en) 2016-12-14 2016-12-14 Heat-insulated metal-plastic composite profiled section

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016125602B4 (en) * 2016-12-23 2020-09-24 Solarlux Gmbh Insulating body for multi-layer components
FR3099199B1 (en) * 2019-07-23 2022-02-11 Groupe Liebot Opening for joinery intended to equip a building bay
WO2021162643A1 (en) * 2020-02-11 2021-08-19 Pirnar, Trženje, Proizvodnja In Razvoj, D.O.O. A frame, in particular door frame
CA3236662A1 (en) * 2021-10-29 2023-05-04 Farhad ZAFARI Structural component, with low emissivity materials, for use in a building structure

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DE3236357A1 (en) * 1982-10-01 1984-04-05 Wilfried Dipl.-Ing. 7031 Nufringen Ensinger Process for connecting the metallic inner and outer parts of a composite section by an insulating web of plastic
DE29512502U1 (en) * 1995-02-01 1995-09-21 Krämer, Albert, 65554 Limburg Insulating core for composite profiles, especially for windows, doors and facade constructions
EP1225297A1 (en) * 2001-01-19 2002-07-24 DFS Technology & Service AG Window construction and window frame
DE102008020988A1 (en) * 2008-04-25 2009-10-29 Mario Reincke Heat insulated frame profile for producing e.g. door frame, has hollow chamber formed at bar and at inner side of outer flat profile strip by side pieces for accommodating connecting elements
DE102013204693A1 (en) * 2012-03-19 2013-09-19 Harald Schulz Damming bar i.e. double damming bar, for mounting between two metal profiles in e.g. door of building, has two portions movable relative to each other, where bond, welded joint, bracket, screw and band produce connection between portions
DE102012009838A1 (en) * 2012-05-16 2013-11-21 Technoform Bautec Holding Gmbh Insulating bridge with Folienisolierkörper

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EP3555404A1 (en) 2019-10-23

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