EP3152372B1 - Support structure for the arrangement of panels - Google Patents

Support structure for the arrangement of panels Download PDF

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Publication number
EP3152372B1
EP3152372B1 EP15766044.0A EP15766044A EP3152372B1 EP 3152372 B1 EP3152372 B1 EP 3152372B1 EP 15766044 A EP15766044 A EP 15766044A EP 3152372 B1 EP3152372 B1 EP 3152372B1
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EP
European Patent Office
Prior art keywords
post
support structure
port
transom
posts
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP15766044.0A
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German (de)
French (fr)
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EP3152372A1 (en
Inventor
Stefan Slawik
Roland Schübel
Manuel Sörgel
Joachim Hessemer
Andreas Rudolph
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Lamilux Heinrich Strunz GmbH
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Lamilux Heinrich Strunz GmbH
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Publication of EP3152372A1 publication Critical patent/EP3152372A1/en
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • E04D3/08—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88—Curtain walls
    • E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • E04D3/08—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
    • E04D2003/0893—Glazing bars comprising means for draining condensation water or infiltrated rainwater

Definitions

  • the present application relates to a supporting structure for panels, in particular in the form of insulating glazings.
  • Supporting structures for panels are usually formed of posts and bars which are connected together to form a holding device for panels.
  • a holding device is used for insulating glazing and openable elements for glass roofs or glass facades.
  • Modern insulating glazings comprise at least two glass panes. Between the glass panes is a cavity, which is hermetically sealed by means of an edge seal and serves for thermal insulation. Usually, this edge seal is designed as a seal.
  • the edge seal of the glass panes is not exposed to the action of moisture (for example in the form of water droplets or condensate) for an extended period of time.
  • the moisture can penetrate on the one hand in the form of leaks (rainwater) in the mullion-transom support structure and on the other hand incurred due to humidity in the form of condensate in the mullion-transom support structure.
  • a controlled drainage should be used to remove the invading or condensed water. However, it has been found in the prior art that this controlled drainage is not sufficient to dissipate the condensate or rainwater from post-and-beam support structure.
  • document DE 200 23 944 U1 discloses an exemplary façade with a metal frame of the prior art.
  • document DE 195 19 219 discloses a support structure according to the preamble of claim 1. It is therefore the object of the present application, a support structure for Panels, especially for insulating glazing, provide that increase the lifetime of insulating glazings.
  • Such a support structure uses occurring wind currents, which can penetrate into the area between adjacent insulating glazings on the posts. Under the influence of wind, a pressure difference is created between the fluid channels on adjacent posts. Pressure equalization takes place via the Fluid channel on the latch, which connects the adjacent fluid channels to the post, whereby a flow through the fluid channel is secured to the bolt.
  • the fluid channel on the latch has a first latch connection opening at a first end of the latch and a second latch connection opening at a second end of the latch; wherein the fluid channel on the latch is in fluid communication with the fluid channel at a first post and at a second, adjacent post via the latch connection ports, and wherein the size of the first latch connection port and the second latch connection port on the latch is preferably identical.
  • a cross-sectional area of the fluid channel on the bar is identical over the entire length of the bar.
  • the "cross-sectional area" of the fluid channel on the latch is considered to be the area delimited by an upper side of the latch, the panel surfaces (or edge areas) of adjacent panels facing one another and a lower side of at least one cover strip.
  • the top of the bolt forms the surface which serves as a support surface for the panels.
  • the surface is considered, which is opposite to the top of the bolt.
  • the support structure comprises a plurality, but at least three posts and a plurality, but at least two bars, wherein the inlet openings and the outflow openings of the fluid channels are formed on the post such that a small inflow port alternates with a large inflow port, and a small outflow port alternates with a large outflow port.
  • the size of the inflow port on each second pillar is identical; and that the size of the outflow opening on each second post is identical.
  • the cross-sectional area of the fluid channels on the bars is identical.
  • the size of the inflow opening on a post is identical to the size of the outflow opening on the adjacent post.
  • the distance between adjacent panels in the region of the inflow opening and the outflow opening on a post varies in size to the size of the inflow opening and the outflow opening of the fluid channel to design a post of different sizes.
  • the size of the inflow opening or the outflow opening is adjustable over the distance between adjacent panels which limit the inflow or outflow opening in the lateral direction.
  • a corresponding flow opening is smaller with respect to the opposite flow opening on a post when the distance between two adjacent panels is reduced.
  • a filling element is arranged in the inflow opening or the outflow opening, so that the size of the corresponding opening is reduced.
  • a filling element is inserted into the inflow opening or the outflow opening.
  • the filling element is dimensioned such that it reduces the cross-sectional area of the flow opening, but does not completely close.
  • the dimensioning of the filling element is determined in particular according to how large the pressure difference between the inlet opening and the outflow opening on a post or between the fluid channels of adjacent posts is required for adequate ventilation.
  • the support structure further comprises at least one insulating element, which is arranged adjacent to the inflow opening and / or the outflow opening on a post outside the fluid channel, wherein the insulating element has a cutout which is designed such that the size of the corresponding opening is different from the size the opening is on the opposite side of the post.
  • the at least one insulating member may be used to size the size of an inflow port or outflow port.
  • the insulating element may have a corresponding cutout. This can be done in that the insulating element is completely recessed in the region of the corresponding opening or has a notch, which reduces the corresponding opening accordingly.
  • size regulation of the openings of the fluid channels can be provided by means of a member commonly used in a support structure. It is only necessary to form the corresponding cutout (s) in the at least one insulating element.
  • An insulating element with corresponding cutouts for dimensioning the flow openings can be used alternatively or in addition to the aforementioned dimensioning options.
  • the inflow opening or the outflow opening comprises at least one further opening, which is formed adjacent to the inflow opening or the outflow opening in the cover strip.
  • the at least one further opening in the cover strip can be used to increase the size of one of the inflow or outflow opening described above. However, if the above-described inflow or outflow opening is closed (eg by a lining element), the further opening can be used as the inflow or outflow opening.
  • the size of the further opening determines the size flow opening.
  • the at least one further opening is arranged in the cover strip, at a position which is arranged adjacent to the corresponding flow opening. As "contiguous" becomes a distance to the corresponding flow opening to be enlarged from 0 to 20cm, preferably 0 to 10 cm, more preferably understood from 0 to 5cm.
  • FIG. 1 shows various applications for supporting structures; namely for gable roofs ( Fig. 1a )), for pent roofs ( Fig. 1b )) and for facade cladding ( Fig. 1c )).
  • insulating glazings as panels
  • other transparent or non-transparent panels may be used for the support structure, such as plexiglass panes or glass panes having only one glass element.
  • a support structure for insulating glazing posts 12 and 14 bar has.
  • the posts 12 are arranged substantially parallel to each other and connected by at least one bar 14, which is aligned substantially perpendicular to the posts 12.
  • a panel field 16 is formed, in which an insulating glazing element 26 is arranged.
  • the posts 12 are arranged vertically and connected to the horizontally arranged bars 14.
  • saddle roof In the in FIG. 1a ) shown saddle roof are the posts 12, which are also denoted as roof rafters in roof structures, the elements that extend from the eaves 18 to the ridge 20.
  • the bars 14 are perpendicular to the posts 12 in the horizontal direction.
  • FIG. 2 shows a sectional view through a part of a known from the prior art support structure 10th
  • the designated as bearing surface 24 side of the support section 22 is referred to below as the top.
  • the resting on the support surface 24 side of the insulating glazing elements 26 is referred to below as the bottom of the Isolierverglasungslemente 26.
  • the insulating glazing elements 26 each have two glass elements 30, which are spaced apart by a glass gap 32.
  • the insulating glazing elements 26 have a sealing element 34 with a spacer function in the edge section 28.
  • the abutting surfaces 36 of two adjacent Isolierverglasungsetti 26 are spaced from each other by a gap 38.
  • In the intermediate space 38 may optionally an insulating core 40, an insulating web (not shown) or a screw (not shown) may be arranged.
  • a cover strip 42 On an upper side of the insulating glazing elements 26, which is arranged opposite to the underside of the insulating glazing elements 26, is a cover strip 42 arranged. These serve in each case for the arrangement of at least one insulating glazing element 26 on a corresponding support profile 22 and at the same time covers the intermediate space 38. As in FIG. 2 shown, the width of the cover strip 42 is wider than the gap 38 to ensure a bearing surface on the top of the insulating glazing elements 26. To attach the cover strip 42 to the support section 22, the cover strip 42 is screwed by means of screws 44 to the support section 22.
  • a sealing layer 46 is disposed between the cover strip 42 and the adjacent insulating glazing elements 26 and / or between the support profile 22 and the adjacent insulating glazing elements 26.
  • the space 38 on a post 12 forms a post-fluid channel 48, which, viewed in cross-section, is bounded by the post 12, the abutment surfaces 36 of the adjacent insulating glazing elements 26 and the cover strip 42.
  • Wind entry is possible in the post-fluid channel 48 via an inflow port 50.
  • a wind outlet takes place via an outflow opening 52, which is arranged on a side of the post-fluid channel 48 opposite the inlet opening 50.
  • Which opening the inflow opening 50 and which opening forms the outflow opening 52 of a post-fluid channel 48 is determined by the wind direction. If the wind direction changes, the outflow opening 50 can become the outflow opening 52.
  • FIG. 3 shows a schematic representation of a known from the prior art support structure 10th
  • the support structure 10 according to the invention in FIG. 4 basically has an identical post-and-beam support structure, but differs in the sizes of the inflow and outflow openings 50 and 52 used in the FIG. 3 shown support structure 10 are identical.
  • the support structure 10 has a first post fluid channel 48 (left post 12 in FIG. 4 ), whose inflow opening 50 is larger than the outflow opening 52.
  • the size of the inflow opening 50 and the outflow opening 52 is defined by its cross-sectional area A. If one designates the cross-sectional area of the inflow opening with A 1 and the cross-sectional area of the outflow opening with A 2 , a ratio of A 1 > A 2 thus results in the first post-fluid channel 48.
  • the adjacent second post fluid channel 48 (right post 12 in FIG. 4 ), which is connected to the first post fluid channel 48 through a latch fluid channel 56, also has an inflow port 50 and an outflow port 52, the cross-sectional areas A are of different sizes.
  • the cross-sectional area A 1 of the inflow opening 50 is smaller than the cross-sectional area A 2 of the outflow opening 52. Consequently, a ratio of A 1 ⁇ A 2 results in the second post-fluid channel 48.
  • the respective larger flow opening is 2 to 4 times larger than the respective other smaller flow opening in a post-fluid channel 48, more preferably 3 times larger than the respective other flow opening in a post-fluid channel 48th
  • Decisive for a reliable ventilation between a first and a a second post fluid channel 48 arranged latch fluid channel 56 is that the cross-sectional areas A of the inflow opening 50 and the outflow opening 52 within the first and second post fluid channel 48 are different in size. Furthermore, it is crucial that the cross-sectional areas A of the inlet openings 50 of adjacent (first and second) post-fluid channels 48 are of different sizes. Also, the cross sectional areas A of the outflow openings 52 of adjacent (first and second) post fluid channels 48 must be different in size.
  • the latch fluid passage 56 preferably has a cross-sectional area that is identical over the entire length of the latch fluid passage 56.
  • the latch connection openings 58 of a latch fluid channel 56, by means of which fluid communication is made to the adjacent post fluid channels 48, are identical.
  • FIG. 4 shows a support structure 10 with only two post fluid channels 48, which are connected via a latch fluid channel 56.
  • the described system is expandable to an indefinite number of post fluid channels 48 and latch fluid channels 56, respectively. It is also possible that adjacent post fluid channels 48 are not only connected via a latch fluid channel 56. 2, 3, 4, 5, 6, 7, 8, 9, 10 or more latch fluid channels 56 are conceivable here, which are arranged substantially parallel to one another.
  • FIG. 5 shows, for example, a schematic representation of a flow principle for a support structure with three post fluid channels 48.
  • first, second and third post fluid channels 48 are referred to as first, second and third post fluid channels 48.
  • the first and second post fluid channels 48 are considered adjacent post fluid channels 48, while the second and third post fluid channels 48 are also considered adjacent post fluid channels 48.
  • the respective ones adjacent post-fluid channels 48 are interconnected by a latch fluid channel 56, respectively.
  • FIG. 5 shows the size or the cross-sectional area size A 1 of the inlet openings 50 of the three post-fluid channels 50 alternates.
  • a large inflow opening 50 with a small inflow opening 50 and a large outflow opening 52 with a small outflow opening 52 always alternate.
  • FIG. 5 shows the preferred case that each second inflow opening 50 and each second outflow opening 52 in a support structure 10 are the same size.
  • FIG. 6 12 shows cross-sectional views of an inflow port 50 or an outflow port 52 (hereinafter generally referred to as a flow port 60).
  • FIG. 6a shows a flow opening 60 with a large cross-sectional area A
  • FIG. 6b shows a flow opening 60 with a small cross-sectional area.
  • the hatched area in FIG. 6a ) indicates the cross-sectional area A corresponding to the cross-sectional area size of the space 38.
  • FIG. 6b on the other hand has a flow opening 60 with a cross-sectional area A which is smaller than the cross-sectional area size of the gap 38.
  • the size of the flow opening 60 may, for example, as in FIG. 6b ) can be reduced by a filling element 62 which is inserted into the flow opening 60.
  • the cross-sectional area size A of the flow opening 60 thus corresponds to the cross-sectional area of the interspace 38 minus the cross-sectional area of the filling element 62.
  • Another possibility for dimensioning the size of a flow opening 60 is the distance regulation of two adjacent insulating glazing elements 26, as in FIG. 7 shown.
  • the distance between two adjacent insulating glazing elements 26 is referred to below as L.
  • an insulating member 64 is disposed at a lateral end of the support structure 10.
  • Below the Dämmelements 64 extend seals 66 which are led out of the post-fluid channels 48.
  • the at least one insulating element 64 is covered by a weather sheet 68 for protection against the weather.
  • the insulating element 64 can be completely recessed in the region of a flow opening 60, so that the flow opening 60 is not reduced by the insulating element 64 (see right flow opening in FIG FIG ).
  • the cross-sectional area A of the flow opening thus corresponds to the cross-sectional area A of the intermediate space 38.
  • a notch 70 may be formed in the bottom of the Dämmelements 64 (see left flow channel in FIG. 8 ). This notch 70 serves on the one hand to receive the seal 66 and on the other hand to define the size of the cross-sectional area A of the flow opening 60. The smaller the notch 70 is formed, the smaller the size of the cross-sectional area A of the flow opening 60.
  • facing plates (not shown) can be used, which blind the support structure 10. This can be done for example via appropriately sized openings in a facing plate.
  • At least one further opening may be formed in the cover strip 42, which limits the flow opening upwards.
  • the further opening may be arranged at a distance from the flow opening 60 of 0 to 20 cm, preferably 0 to 10 cm, more preferably from 0 to 5 cm.
  • this further opening can also be used as an exclusive inflow or outflow opening.
  • the wind can penetrate or exit exclusively via an inflow opening or an outflow opening in the cover strip 42.
  • the size of the further opening determines the size of the inflow or outflow opening 50 and 52.
  • the further opening may be formed as a bore in the cover strip 42.
  • a vent mushroom (not shown) may be inserted into the bore.
  • the vent mushroom has a vent mushroom fluid passage penetrating and communicating with the post fluid channel 48.
  • a wind inlet opening is formed, via which the wind can enter into the ventilation mushroom fluid channel.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Securing Of Glass Panes Or The Like (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Description

Die vorliegende Anmeldung betrifft eine Tragkonstruktion für Paneele, insbesondere in Form von Isolierverglasungen.The present application relates to a supporting structure for panels, in particular in the form of insulating glazings.

Tragkonstruktionen für Paneele werden üblicherweise aus Pfosten und Riegeln gebildet, die miteinander verbunden sind, um eine Haltevorrichtung für Paneele zu bilden. Insbesondere wird eine derartige Haltevorrichtung für Isolierverglasungen und öffenbare Elemente für Glas-Dächer oder Glas-Fassaden genutzt.Supporting structures for panels are usually formed of posts and bars which are connected together to form a holding device for panels. In particular, such a holding device is used for insulating glazing and openable elements for glass roofs or glass facades.

Moderne Isolierverglasungen umfassen mindestens zwei Glasscheiben. Zwischen den Glasscheiben befindet sich ein Hohlraum, der mittels eines Randverbunds luftdicht verschlossen ist und der Wärmedämmung dient. Üblicherweise ist dieser Randverbund als Dichtung ausgebildet.Modern insulating glazings comprise at least two glass panes. Between the glass panes is a cavity, which is hermetically sealed by means of an edge seal and serves for thermal insulation. Usually, this edge seal is designed as a seal.

Um die Langlebigkeit der Isolierverglasung in der genannten Pfosten-Riegel-Tragkonstruktion sicherstellen zu können, ist es von Vorteil, wenn der Randverbund der Glasscheiben nicht über einen längeren Zeitraum der Einwirkung von Feuchtigkeit (z.B. in Form von Wassertropfen oder Kondensat) ausgesetzt ist. Die Feuchtigkeit kann einerseits in Form von Leckagen (Regenwasser) in die Pfosten-Riegel-Tragkonstruktion eindringen und andererseits aufgrund von Luftfeuchtigkeit in Form von Kondensat in der Pfosten-Riegel-Tragkonstruktion anfallen. Eine kontrollierte Entwässerung soll dazu genutzt werden, das eingedrungene bzw. kondensierte Wasser abzuführen. Es hat sich jedoch im Stand der Technik gezeigt, dass diese kontrollierte Entwässerung nicht ausreicht, das Kondensat bzw. das Regenwasser aus Pfosten-Riegel-Tragkonstruktion abzuführen.In order to ensure the longevity of the insulating glazing in said mullion and transom support structure, it is advantageous if the edge seal of the glass panes is not exposed to the action of moisture (for example in the form of water droplets or condensate) for an extended period of time. The moisture can penetrate on the one hand in the form of leaks (rainwater) in the mullion-transom support structure and on the other hand incurred due to humidity in the form of condensate in the mullion-transom support structure. A controlled drainage should be used to remove the invading or condensed water. However, it has been found in the prior art that this controlled drainage is not sufficient to dissipate the condensate or rainwater from post-and-beam support structure.

Dokument DE 200 23 944 U1 offenbart eine beispielhafte Fassade bzw. Dach mit einem Metallrahmen aus dem Stand der Technik. Dokument DE 195 19 219 offenbart eine Tragkonstruktion gemäß dem Oberbegriff des Anspruchs 1. Es ist daher die Aufgabe der vorliegenden Anmeldung eine Tragkonstruktion für Paneele, insbesondere für Isolierverglasungen, bereitzustellen, die die Lebenszeit von Isolierverglasungen erhöhen.document DE 200 23 944 U1 discloses an exemplary façade with a metal frame of the prior art. document DE 195 19 219 discloses a support structure according to the preamble of claim 1. It is therefore the object of the present application, a support structure for Panels, especially for insulating glazing, provide that increase the lifetime of insulating glazings.

Diese Aufgabe wird durch eine Tragkonstruktion zur Anordnung von Paneelen, insbesondere in Form von Isolierverglasungen und öffenbaren Elementen, gelöst, welche umfasst:

  • zumindest zwei Pfosten, welche im Wesentlichen parallel zueinander angeordnet sind;
  • zumindest einen Riegel, welcher im Wesentlichen senkrecht zwischen den Pfosten angeordnet ist, wobei die Pfosten und der Riegel als Auflagefläche für die Paneele ausgebildet und benachbarte Paneele durch einen Zwischenraum voneinander beabstandet sind; und
  • Deckleisten zum Abdecken des Zwischenraums, die an Seitenflächen der Paneele angeordnet sind, die den Seitenflächen, die auf der Auflagefläche angeordnet sind, entgegengesetzt sind;
wobei der zwischen den Paneelen, den Pfosten bzw. Riegeln und den Deckleisten gebildete Zwischenraum als Fluidkanal ausgebildet ist;
wobei die Fluidkänäle an den Pfosten in Fluidverbindung mit dem Fluidkanal an dem Riegel stehen;
wobei der Fluidkanal an einem ersten Ende der Pfosten eine Einströmöffnung und an einem zweiten Ende der Pfosten eine Ausströmöffnung aufweist;
wobei die Einström- und Ausströmöffnung des Fluidkanals an jedem einzelnen Pfosten unterschiedlich groß sind;
wobei die Einströmöffnungen der Fluidkanäle an benachbarten Pfosten unterschiedlich groß sind; und
wobei die Ausströmöffnungen der Fluidkanäle an benachbarten Pfosten unterschiedlich groß sind.This object is achieved by a supporting structure for the arrangement of panels, in particular in the form of insulating glazings and openable elements, which comprises:
  • at least two posts, which are arranged substantially parallel to each other;
  • at least one latch disposed substantially perpendicularly between the uprights, the uprights and latch formed as a support surface for the panels, and adjacent panels spaced apart by a gap; and
  • Cover strips for covering the gap, which are arranged on side surfaces of the panels, which are opposite to the side surfaces which are arranged on the support surface;
wherein the intermediate space formed between the panels, the posts or the cover strips is formed as a fluid channel;
wherein the fluid channels on the posts are in fluid communication with the fluid channel on the latch;
wherein the fluid channel has an inlet opening at a first end of the posts and an outlet opening at a second end of the posts;
wherein the inflow and outflow openings of the fluid channel at each individual post are different in size;
wherein the inflow openings of the fluid channels on adjacent posts are different in size; and
wherein the outflow openings of the fluid channels to adjacent posts are different in size.

Eine derartige Tragkonstruktion nutzt auftretende Windströmungen, die in den Bereich zwischen benachbarten Isolierverglasungen an den Pfosten eindringen können. Unter dem Windeinfluss wird eine Druckdifferenz zwischen den Fluidkanälen an benachbarten Pfosten erzeugt. Ein Druckausgleich erfolgt über den Fluidkanal an dem Riegel, der die benachbarten Fluidkanäle an den Pfosten verbindet, wodurch eine Durchströmung des Fluidkanals an dem Riegel sichergestellt wird.Such a support structure uses occurring wind currents, which can penetrate into the area between adjacent insulating glazings on the posts. Under the influence of wind, a pressure difference is created between the fluid channels on adjacent posts. Pressure equalization takes place via the Fluid channel on the latch, which connects the adjacent fluid channels to the post, whereby a flow through the fluid channel is secured to the bolt.

Aufgrund der Belüftung aller Fluidkanäle in der Tragkonstruktion kann die Langlebigkeit von Isolierverglasungen gewährleistet werden.Due to the ventilation of all fluid channels in the supporting structure, the longevity of insulating glazings can be ensured.

Vorzugsweise weist der Fluidkanal an dem Riegel eine erste Riegel-Verbindungsöffnung an einem ersten Ende des Riegels und eine zweite Riegel-Verbindungsöffnung an einem zweiten Ende des Riegels auf;
wobei der Fluidkanal an dem Riegel über die Riegel-Verbindungsöffnungen in Fluidverbindung mit dem Fluidkanal an einem ersten Pfosten und an einem zweiten, benachbarten Pfosten steht, und
wobei die Größe der ersten Riegel-Verbindungsöffnung und der zweiten Riegel-Verbindungsöffnung an dem Riegel bevorzugt identisch ist.Preferably, the fluid channel on the latch has a first latch connection opening at a first end of the latch and a second latch connection opening at a second end of the latch;
wherein the fluid channel on the latch is in fluid communication with the fluid channel at a first post and at a second, adjacent post via the latch connection ports, and
wherein the size of the first latch connection port and the second latch connection port on the latch is preferably identical.

Weiterhin ist es bevorzugt, dass eine Querschnittsfläche des Fluidkanals an dem Riegel über die gesamte Länge des Riegels identisch ist.Furthermore, it is preferred that a cross-sectional area of the fluid channel on the bar is identical over the entire length of the bar.

Als "Querschnittsfläche" des Fluidkanals an dem Riegel wird die Fläche angesehen, die durch eine Oberseite des Riegels, den Paneelflächen (bzw. Randbereiche) benachbarter Paneele, die einander gegenüberliegen, und einer Unterseite zumindest einer Deckleiste abgegrenzt wird. Die Oberseite des Riegels bildet die Fläche, die als Auflagefläche für die Paneele dient. Als Unterseite einer Deckleiste wird die Fläche angesehen, die der Oberseite des Riegels gegenüberliegt.The "cross-sectional area" of the fluid channel on the latch is considered to be the area delimited by an upper side of the latch, the panel surfaces (or edge areas) of adjacent panels facing one another and a lower side of at least one cover strip. The top of the bolt forms the surface which serves as a support surface for the panels. As the underside of a cover strip, the surface is considered, which is opposite to the top of the bolt.

Stellenweise können im Verlauf des Fluidkanals an dem Riegel (wie auch an den Pfosten), Schrauben den Fluidkanal durchdringen, die dazu verwendet werden, die Deckleisten mit dem Riegel zu verbinden. Diese sind jedoch bezüglich der Größe der Querschnittsfläche zu vernachlässigen. Gleiches gilt beispielsweise für Dichtungen, die in dem Fluidkanal angeordnet sind.In places, in the course of the fluid channel on the latch (as well as on the posts), screws can penetrate the fluid channel used to connect the cover strips to the latch. However, these are negligible in terms of the size of the cross-sectional area. The same applies, for example, to seals which are arranged in the fluid channel.

Mittels einer Querschnittsfläche des Fluidkanals, die über die gesamte Länge eines Riegels identisch ist, wird gewährleistet, dass durch die Konstruktion des Fluidkanals an dem Riegel selbst keine Druckdifferenzen entstehen. Die Druckdifferenz zwischen den Fluidkanälen benachbarter Pfosten, mit denen der Fluidkanal an dem Riegel verbunden ist, wird somit nicht beeinflusst, so dass der gewollte Druckausgleich über den Fluidkanal an dem Riegel gewährleistet ist.By means of a cross-sectional area of the fluid channel, which is identical over the entire length of a bolt, it is ensured that no pressure differences arise due to the construction of the fluid channel on the bolt itself. The pressure difference between the fluid channels of adjacent posts, with which the fluid channel is connected to the bolt, is thus not affected, so that the desired pressure equalization is ensured via the fluid channel to the bolt.

Vorzugsweise umfasst die Tragkonstruktion mehrere, jedoch mindestens drei Pfosten und mehrere, jedoch mindestens zwei Riegel,
wobei die Einströmöffnungen und die Ausströmöffnungen der Fluidkanäle an den Pfosten derart ausgebildet sind, dass eine kleine Einströmöffnung mit einer großen Einströmöffnung alterniert, und eine kleine Ausströmöffnung mit einer großen Ausströmöffnung alterniert.Preferably, the support structure comprises a plurality, but at least three posts and a plurality, but at least two bars,
wherein the inlet openings and the outflow openings of the fluid channels are formed on the post such that a small inflow port alternates with a large inflow port, and a small outflow port alternates with a large outflow port.

Hierdurch wird gewährleistet, dass in einer Tragkonstruktion, die regelmäßig mehr als zwei Pfosten aufweist, alle Fluidkanäle an den Riegeln belüftet werden bzw. eine Druckdifferenz zwischen den Fluidkanälen aller benachbarter Pfosten bestehen, die über die Fluidkanäle an den Riegeln ausgeglichen werden.This ensures that in a support structure that regularly has more than two posts, all fluid channels are vented to the bars or there is a pressure difference between the fluid channels of all adjacent posts, which are compensated through the fluid channels on the bars.

Ferner ist es bevorzugt, dass die Größe der Einströmöffnung an jedem zweiten Pfosten identisch ist; und
dass die Größe der Ausströmöffnung an jedem zweiten Pfosten identisch ist.Further, it is preferable that the size of the inflow port on each second pillar is identical; and
that the size of the outflow opening on each second post is identical.

Weiter bevorzugt ist die Querschnittsfläche der Fluidkanäle an den Riegeln identisch.More preferably, the cross-sectional area of the fluid channels on the bars is identical.

Vorzugsweise ist die Größe der Einströmöffnung an einem Pfosten identisch mit der Größe der Ausströmöffnung an dem benachbarten Pfosten.Preferably, the size of the inflow opening on a post is identical to the size of the outflow opening on the adjacent post.

Weiter bevorzugt ist der Abstand zwischen benachbarten Paneelen im Bereich der Einströmöffnung und der Ausströmöffnung an einem Pfosten unterschiedlich groß, um die Größe der Einströmöffnung und der Ausströmöffnung des Fluidkanals an einem Pfosten unterschiedlich groß auszugestalten.Further preferably, the distance between adjacent panels in the region of the inflow opening and the outflow opening on a post varies in size to the size of the inflow opening and the outflow opening of the fluid channel to design a post of different sizes.

Mit anderen Worten ist die Größe der Einströmöffnung bzw. der Ausströmöffnung über den Abstand zwischen benachbarten Paneelen, die die Einström- bzw. Ausströmöffnung in seitlicher Richtung begrenzen, einstellbar. Eine entsprechende Strömungsöffnung ist kleiner in Bezug auf die gegenüberliegende Strömungsöffnung an einem Pfosten, wenn der Abstand zwischen zwei benachbarten Paneelen verringert wird.In other words, the size of the inflow opening or the outflow opening is adjustable over the distance between adjacent panels which limit the inflow or outflow opening in the lateral direction. A corresponding flow opening is smaller with respect to the opposite flow opening on a post when the distance between two adjacent panels is reduced.

Eine derartige Konstruktion bietet den Vorteil, dass keine zusätzlichen Mittel benötigt werden, um die Größe der Strömungsöffnungen einzustellen. Lediglich bereits vorhandene Elemente der Tragkonstruktion werden benötigt.Such a construction offers the advantage that no additional means are needed to adjust the size of the flow openings. Only existing elements of the supporting structure are needed.

Vorzugsweise ist ein Füllelement in der Einströmöffnung oder der Ausströmöffnung angeordnet ist, so dass die Größe der entsprechenden Öffnung verkleinert ist.Preferably, a filling element is arranged in the inflow opening or the outflow opening, so that the size of the corresponding opening is reduced.

Mit anderen Worten wird ein Füllelement in die Einströmöffnung oder die Ausströmöffnung eingesetzt. Das Füllelement ist derart dimensioniert, dass es die Querschnittsfläche der Strömöffnung verkleinert, jedoch nicht vollständig verschließt. Die Dimensionierung des Füllelements wird insbesondere danach bestimmt, wie groß die Druckdifferenz zwischen der Einströmöffnung und der Ausströmöffnung an einem Pfosten bzw. zwischen den Fluidkanälen benachbarter Pfosten für eine ausreichende Belüftung benötigt wird.In other words, a filling element is inserted into the inflow opening or the outflow opening. The filling element is dimensioned such that it reduces the cross-sectional area of the flow opening, but does not completely close. The dimensioning of the filling element is determined in particular according to how large the pressure difference between the inlet opening and the outflow opening on a post or between the fluid channels of adjacent posts is required for adequate ventilation.

Vorzugsweise umfasst die Tragkonstruktion ferner zumindest ein Dämmelement, das benachbart zu der Einströmöffnung und/oder der Ausströmöffnung an einem Pfosten außerhalb des Fluidkanals angeordnet ist, wobei das Dämmelement einen Ausschnitt aufweist, der derart ausgestaltet ist, dass die Größe der entsprechenden Öffnung verschieden zu der Größe der Öffnung an der gegenüberliegenden Seite des Pfostens ist.Preferably, the support structure further comprises at least one insulating element, which is arranged adjacent to the inflow opening and / or the outflow opening on a post outside the fluid channel, wherein the insulating element has a cutout which is designed such that the size of the corresponding opening is different from the size the opening is on the opposite side of the post.

Üblicherweise weisen Tragkonstruktionen zumindest an einer der Seiten zumindest ein Dämmelement auf, um die Tragkonstruktion nach außen hin zu dämmen. Dieses kann üblicherweise die gesamte Einström- bzw. Ausströmöffnung verschließen. Gemäß der vorliegenden Erfindung kann das zumindest eine Dämmelement jedoch genutzt werden, um die Größe einer Einströmöffnung oder Ausströmöffnung zu dimensionieren. Hierzu kann das Dämmelement einen entsprechenden Ausschnitt aufweisen. Dies kann dadurch erfolgen, dass das Dämmelement in dem Bereich der entsprechenden Öffnung vollständig ausgespart ist oder eine Ausklinkung aufweist, die die entsprechende Öffnung entsprechend verkleinert.Usually have support structures at least on one of the sides at least an insulating element to insulate the supporting structure to the outside. This can usually close the entire inflow or outflow. However, according to the present invention, the at least one insulating member may be used to size the size of an inflow port or outflow port. For this purpose, the insulating element may have a corresponding cutout. This can be done in that the insulating element is completely recessed in the region of the corresponding opening or has a notch, which reduces the corresponding opening accordingly.

Ähnlich zu der Abstandregulierung der Paneele kann auch hier eine Größenregulierung der Öffnungen der Fluidkanäle mittels eines Elements bereitgestellt werden, das üblicherweise in einer Tragkonstruktion verwendet wird. Es ist lediglich erforderlich, den bzw. die entsprechend(en) Ausschnitt(e) in dem zumindest einen Dämmelement auszubilden.Similar to the pitch regulation of the panels, here too, size regulation of the openings of the fluid channels can be provided by means of a member commonly used in a support structure. It is only necessary to form the corresponding cutout (s) in the at least one insulating element.

Ein Dämmelement mit entsprechenden Ausschnitten zur Dimensionierung der Strömungsöffnungen kann alternativ oder zusätzlich zu den vorgenannten Dimensionierungsmöglichkeiten verwendet werden.An insulating element with corresponding cutouts for dimensioning the flow openings can be used alternatively or in addition to the aforementioned dimensioning options.

Weiter bevorzugt umfasst die Einströmöffnung oder die Ausströmöffnung zumindest eine weitere Öffnung, die angrenzend zu der Einströmöffnung oder der Ausströmöffnung in der Deckleiste ausgebildet ist.More preferably, the inflow opening or the outflow opening comprises at least one further opening, which is formed adjacent to the inflow opening or the outflow opening in the cover strip.

Die zumindest eine weitere Öffnung in der Deckleiste kann dazu verwendet werden, die Größe einer der oben beschriebenen Einström- oder Ausströmöffnung zu vergrößern. Ist jedoch die oben beschriebene Einström- oder Ausströmöffnung verschlossen (z.B. durch ein Verkleidungselement), kann die weitere Öffnung als die Einström- bzw. Ausströmöffnung genutzt werden. Die Größe der weiteren Öffnung bestimmt die Größe Strömungsöffnung. Die zumindest eine weitere Öffnung ist in der Deckleiste angeordnet, an einer Position, die angrenzend zu der entsprechenden Strömungsöffnung angeordnet ist. Als "angrenzend" wird ein Abstand zur entsprechenden zu vergrößernden Strömungsöffnung von 0 bis 20cm, vorzugsweise 0 bis 10 cm, weiter bevorzugt von 0 bis 5cm verstanden.The at least one further opening in the cover strip can be used to increase the size of one of the inflow or outflow opening described above. However, if the above-described inflow or outflow opening is closed (eg by a lining element), the further opening can be used as the inflow or outflow opening. The size of the further opening determines the size flow opening. The at least one further opening is arranged in the cover strip, at a position which is arranged adjacent to the corresponding flow opening. As "contiguous" becomes a distance to the corresponding flow opening to be enlarged from 0 to 20cm, preferably 0 to 10 cm, more preferably understood from 0 to 5cm.

Diese und andere Aufgaben, Merkmale und Vorteile der vorliegenden Erfindung werden aus dem Studium der folgenden detaillierten Beschreibung bevorzugter Ausführungsformen und der beiliegenden Zeichnungen deutlicher. Es ist ersichtlich, dass, obwohl Ausführungsformen separat beschrieben werden, einzelne Merkmale daraus zu zusätzlichen Ausführungsformen kombiniert werden können.

Figur 1
zeigt verschiedene Anwendungen für Tragkonstruktionen;
Figur 2
zeigt eine Schnittansicht durch einen Teil einer aus dem Stand der Technik bekannten Tragkonstruktion;
Figur 3
zeigt eine schematische Zeichnung der Luftströmungen, die in aus dem Stand der Technik bekannten Tragkonstruktionen auftreten;
Figur 4
zeigt eine schematische Zeichnung der Luftströmungen, die in der erfindungsgemäßen Tragkonstruktion auftreten;
Figur 5
zeigt eine schematische Zeichnung der Luftströmungen, die in einer erfindungsgemäßen Tragkonstruktion mit drei Pfosten und zwei Riegeln auftreten;
Figur 6a)
zeigt eine Querschnittsansicht eines Fluidkanals einer Tragkonstruktion mit großer Strömungsöffnung;
Figur 6b)
zeigt eine Querschnittsansicht eines Fluidkanals einer Tragkonstruktion mit durch ein Füllelement verkleinerter Strömungsöffnung in Vergleich zu der in Figur 6a) gezeigten Strömungsöffnung;
Figur 7
zeigt eine Querschnittsansicht eines Fluidkanals einer Tragkonstruktion, in der der Abstand benachbarter Isolierverglasungselemente variiert; und
Figur 8
zeigt eine Tragkonstruktion für eine Dachfläche, in der ein Dämmelement zur Größenregulierung der Strömungsöffnungen verwendet ist.
These and other objects, features and advantages of the present invention will become more apparent from a study of the following detailed description of preferred embodiments and the accompanying drawings. It will be appreciated that while embodiments are described separately, individual features thereof may be combined to form additional embodiments.
FIG. 1
shows various applications for supporting structures;
FIG. 2
shows a sectional view through a part of a known from the prior art support structure;
FIG. 3
shows a schematic drawing of the air currents that occur in known from the prior art support structures;
FIG. 4
shows a schematic drawing of the air currents that occur in the support structure according to the invention;
FIG. 5
shows a schematic drawing of the air currents that occur in a support structure according to the invention with three posts and two bars;
FIG. 6a)
shows a cross-sectional view of a fluid channel of a support structure with a large flow opening;
FIG. 6b)
shows a cross-sectional view of a fluid channel of a support structure with reduced by a filling element flow opening in comparison to the in FIG. 6a ) shown flow opening;
FIG. 7
shows a cross-sectional view of a fluid channel of a support structure in which the distance between adjacent Insulating glazing elements varies; and
FIG. 8
shows a supporting structure for a roof surface, in which an insulating element is used for size regulation of the flow openings.

Tragkonstruktionen 10 für Paneele sind bereits aus dem Stand der Technik bekannt und werden üblicherweise für Glasdächer oder Glas-Fassaden verwendet. Figur 1 zeigt verschiedene Anwendungen für Tragkonstruktionen; nämlich für Satteldächer (Fig. 1a)), für Pultdächer (Fig. 1b)) und für Fassadenverkleidungen (Fig. 1c)).Support structures 10 for panels are already known from the prior art and are commonly used for glass roofs or glass facades. FIG. 1 shows various applications for supporting structures; namely for gable roofs ( Fig. 1a )), for pent roofs ( Fig. 1b )) and for facade cladding ( Fig. 1c )).

Obwohl sich die folgende Beschreibung auf Isolierverglasungen als Paneele bezieht, können auch andere transparente oder nicht-transparente Paneele für die Tragkonstruktion verwendet werden, wie beispielsweise Plexiglas-Scheiben oder Glasscheiben mit lediglich einem Glaselement.Although the following description refers to insulating glazings as panels, other transparent or non-transparent panels may be used for the support structure, such as plexiglass panes or glass panes having only one glass element.

Es ist aus dem Stand der Technik ferner bekannt, dass eine Tragkonstruktion für Isolierverglasungen Pfosten 12 und Riegel 14 aufweist. Die Pfosten 12 sind im Wesentlichen parallel zueinander angeordnet und durch zumindest einen Riegel 14 miteinander verbunden, der im Wesentlichen senkrecht zu den Pfosten 12 ausgerichtet ist. Dazwischen bildet sich jeweils ein Paneelfeld 16, in dem ein Isolierverglasungselement 26 angeordnet ist.It is also known from the prior art that a support structure for insulating glazing posts 12 and 14 bar has. The posts 12 are arranged substantially parallel to each other and connected by at least one bar 14, which is aligned substantially perpendicular to the posts 12. In between, a panel field 16 is formed, in which an insulating glazing element 26 is arranged.

In der in Figur 1c) gezeigten Glasfassade sind die Pfosten 12 senkrecht angeordnet und mit den horizontal angeordneten Riegeln 14 verbunden.In the in Figure 1c ) shown glass facade, the posts 12 are arranged vertically and connected to the horizontally arranged bars 14.

In dem in Figur 1a) gezeigten Satteldach sind die Pfosten 12, die bei Dachkonstruktionen auch als Sparren bezeichenbar sind, die Elemente, die von der Traufe 18 zum First 20 verlaufen. Die Riegel 14 verlaufen senkrecht zu den Pfosten 12 in horizontaler Richtung.In the in FIG. 1a ) shown saddle roof are the posts 12, which are also denoted as roof rafters in roof structures, the elements that extend from the eaves 18 to the ridge 20. The bars 14 are perpendicular to the posts 12 in the horizontal direction.

Die Definition der Pfosten 12 und Riegel 14 bezüglich des Satteldachs gilt entsprechend auch für das Pultdach, wie in Figur 1b) gezeigt, das im Gegensatz zu dem Satteldach lediglich eine Dachfläche aufweist.The definition of the posts 12 and bars 14 with respect to the saddle roof applies accordingly also for the pent roof, as in FIG. 1b ), which in contrast to the pitched roof has only one roof area.

Als Material für Pfosten 12 und Riegel 14 sind Stahl, Alu oder Holz geeignet.As material for posts 12 and bars 14 steel, aluminum or wood are suitable.

Figur 2 zeigt eine Schnittansicht durch einen Teil einer aus dem Stand der Technik bekannten Tragkonstruktion 10. FIG. 2 shows a sectional view through a part of a known from the prior art support structure 10th

Ein rechteckiges Tragprofil 22, das ein Pfosten 12 oder ein Riegel 14 sein kann, weist eine Auflagefläche 24 für Isolierverglasungselemente 26 auf. Die als Auflagefläche 24 bezeichnete Seite des Tragprofils 22 wird im Folgenden als Oberseite bezeichnet. Die auf der Auflagefläche 24 aufliegende Seite der Isolierverglasungselemente 26 wird im Folgenden als Unterseite der Isolierverglasungslemente 26 bezeichnet.A rectangular support profile 22, which may be a post 12 or a bar 14, has a bearing surface 24 for insulating glazing elements 26. The designated as bearing surface 24 side of the support section 22 is referred to below as the top. The resting on the support surface 24 side of the insulating glazing elements 26 is referred to below as the bottom of the Isolierverglasungslemente 26.

Auf der Auflagefläche 24 liegt jeweils ein Randabschnitt 28 zweier benachbarter Isolierverglasungselemente 26 auf. Im vorliegenden Fall weisen die Isolierverglasungselemente 26 jeweils zwei Glaselemente 30 auf, die durch einen Glaszwischenraum 32 voneinander beabstandet sind. Um die Glaselemente 30 eines Isolierverglasungselements 26 voneinander getrennt zu halten bzw. den Glaszwischenraum 32 abzudichten, weisen die Isolierverglasungselemente 26 ein Dichtungselement 34 mit Abstandshalter-Funktion im Randabschnitt 28 auf.On the support surface 24 is in each case an edge portion 28 of two adjacent insulating glazing elements 26. In the present case, the insulating glazing elements 26 each have two glass elements 30, which are spaced apart by a glass gap 32. In order to keep the glass elements 30 of an insulating glazing element 26 separated from each other or to seal the glass gap 32, the insulating glazing elements 26 have a sealing element 34 with a spacer function in the edge section 28.

Die Seitenflächen (Randverbund) der benachbarten Isolierverglasungselemente 26, die einander gegenüberliegen, werden im Folgenden als Stoßflächen 36 bezeichnet. Die Stoßflächen 36 zweier benachbarter Isolierverglasungselemente 26 sind durch einen Zwischenraum 38 voneinander beabstandet. In dem Zwischenraum 38 kann optional ein Dämmkern 40, ein Isoliersteg (nicht gezeigt) oder ein Schraubkanal (nicht gezeigt) angeordnet sein.The side surfaces (edge bond) of the adjacent Isolierverglasungselemente 26, which are opposite to each other, hereinafter referred to as abutment surfaces 36. The abutting surfaces 36 of two adjacent Isolierverglasungselemente 26 are spaced from each other by a gap 38. In the intermediate space 38 may optionally an insulating core 40, an insulating web (not shown) or a screw (not shown) may be arranged.

Auf einer Oberseite der Isolierverglasungselemente 26, die entgegengesetzt zu der Unterseite der Isolierverglasungselemente 26 angeordnet ist, ist eine Deckleiste 42 angeordnet. Diese dienen jeweils zur Anordnung zumindest eines Isolierverglasungselementes 26 an einem entsprechenden Tragprofil 22 und deckt gleichzeitig den Zwischenraum 38 ab. Wie in Figur 2 gezeigt, ist die Breite der Deckleiste 42 breiter als der Zwischenraum 38, um eine Auflagefläche auf der Oberseite der Isolierverglasungselemente 26 zu gewährleisten. Um die Deckleiste 42 an dem Tragprofil 22 zu befestigen, wird die Deckleiste 42 mit Hilfe von Schrauben 44 an dem Tragprofil 22 festgeschraubt. Vorzugsweise wird zwischen der Deckleiste 42 und den benachbarten Isolierverglasungselementen 26 und/oder zwischen dem Tragprofil 22 und den benachbarten Isolierverglasungselementen 26 eine Dichtungsschicht 46 angeordnet.On an upper side of the insulating glazing elements 26, which is arranged opposite to the underside of the insulating glazing elements 26, is a cover strip 42 arranged. These serve in each case for the arrangement of at least one insulating glazing element 26 on a corresponding support profile 22 and at the same time covers the intermediate space 38. As in FIG. 2 shown, the width of the cover strip 42 is wider than the gap 38 to ensure a bearing surface on the top of the insulating glazing elements 26. To attach the cover strip 42 to the support section 22, the cover strip 42 is screwed by means of screws 44 to the support section 22. Preferably, a sealing layer 46 is disposed between the cover strip 42 and the adjacent insulating glazing elements 26 and / or between the support profile 22 and the adjacent insulating glazing elements 26.

Der Zwischenraum 38 an einem Pfosten 12 bildet einen Pfosten-Fluidkanal 48, der, im Querschnitt betrachtet, durch den Pfosten 12, die Stoßflächen 36 der benachbarten Isolierverglasungselemente 26 und die Deckleiste 42 begrenzt ist.The space 38 on a post 12 forms a post-fluid channel 48, which, viewed in cross-section, is bounded by the post 12, the abutment surfaces 36 of the adjacent insulating glazing elements 26 and the cover strip 42.

Ein Windeintritt ist in den Pfosten-Fluidkanal 48 über eine Einströmöffnung 50 möglich. Ein Windaustritt erfolgt über eine Ausströmöffnung 52, die an einer der Einströmöffnung 50 entgegengesetzten Seite des Pfosten-Fluidkanals 48 angeordnet ist. Welche Öffnung die Einströmöffnung 50 und welche Öffnung die Ausströmöffnung 52 eines Pfosten-Fluidkanals 48 bildet, wird durch die Windrichtung bestimmt. Ändert sich die Windrichtung kann aus der Einströmöffnung 50 die Ausströmöffnung 52 werden.Wind entry is possible in the post-fluid channel 48 via an inflow port 50. A wind outlet takes place via an outflow opening 52, which is arranged on a side of the post-fluid channel 48 opposite the inlet opening 50. Which opening the inflow opening 50 and which opening forms the outflow opening 52 of a post-fluid channel 48 is determined by the wind direction. If the wind direction changes, the outflow opening 50 can become the outflow opening 52.

Figur 3 zeigt eine schematische Darstellung einer aus dem Stand der Technik bekannte Tragkonstruktion 10. FIG. 3 shows a schematic representation of a known from the prior art support structure 10th

Wie in Figur 3 gezeigt, ergibt sich bei dieser aus dem Stand der Technik bekannten Tragkonstruktion 10 lediglich, dass ein Luftstrom 54 (in Form von Pfeilen dargestellt) die Pfosten-Fluidkanäle 48 durchströmt, so dass nur die Pfosten-Fluidkanäle 48 belüftet werden. Es dringt kein Luftstrom in einen Riegel-Fluidkanal 56 ein, der mit den Pfosten-Fluidkanälen 48 an benachbarten Pfosten 12 in Fluidverbindung steht.As in FIG. 3 As shown in this support structure 10 known from the prior art, it is merely that an air flow 54 (shown in the form of arrows) flows through the post-fluid passages 48, so that only the post-fluid passages 48 are vented. No airflow penetrates into a latch fluid passage 56 which is in fluid communication with the post fluid channels 48 on adjacent posts 12.

Die erfindungsgemäße Tragkonstruktion 10 in Figur 4 weist grundsätzlich eine identische Pfosten-Riegel-Tragkonstruktion auf, unterscheidet sich jedoch in den Größen der Einström- und den Ausströmöffnungen 50 und 52, die in der in Figur 3 gezeigten Tragkonstruktion 10 identisch sind.The support structure 10 according to the invention in FIG. 4 basically has an identical post-and-beam support structure, but differs in the sizes of the inflow and outflow openings 50 and 52 used in the FIG. 3 shown support structure 10 are identical.

Die Tragkonstruktion 10 weist einen ersten Pfosten-Fluidkanal 48 (linker Pfosten 12 in Figur 4) auf, dessen Einströmöffnung 50 größer ist als die Ausströmöffnung 52. Die Größe der Einströmöffnung 50 und der Ausströmöffnung 52 wird durch deren Querschnittsfläche A definiert. Bezeichnet man die Querschnittsfläche der Einströmöffnung mit A1 und die Querschnittsfläche der Ausströmöffnung mit A2 ergibt sich somit in dem ersten Pfosten-Fluidkanal 48 ein Verhältnis von A1 > A2.The support structure 10 has a first post fluid channel 48 (left post 12 in FIG FIG. 4 ), whose inflow opening 50 is larger than the outflow opening 52. The size of the inflow opening 50 and the outflow opening 52 is defined by its cross-sectional area A. If one designates the cross-sectional area of the inflow opening with A 1 and the cross-sectional area of the outflow opening with A 2 , a ratio of A 1 > A 2 thus results in the first post-fluid channel 48.

Der benachbarte zweite Pfosten-Fluidkanal 48 (rechter Pfosten 12 in Figur 4), der mit dem ersten Pfosten-Fluidkanal 48 durch einen Riegel-Fluidkanal 56 verbunden ist, weist ebenfalls eine Einströmöffnung 50 und eine Ausströmöffnung 52 auf, deren Querschnittsflächen A unterschiedlich groß sind. Im Gegensatz zu dem ersten Pfosten-Fluidkanal 48 ist hier jedoch die Querschnittsfläche A1 der Einströmöffnung 50 kleiner als die Querschnittsfläche A2 des Ausströmöffnung 52. Folglich ergibt sich in dem zweiten Pfosten-Fluidkanal 48 ein Verhältnis von A1 < A2.The adjacent second post fluid channel 48 (right post 12 in FIG FIG. 4 ), which is connected to the first post fluid channel 48 through a latch fluid channel 56, also has an inflow port 50 and an outflow port 52, the cross-sectional areas A are of different sizes. In contrast to the first post-fluid channel 48, however, here the cross-sectional area A 1 of the inflow opening 50 is smaller than the cross-sectional area A 2 of the outflow opening 52. Consequently, a ratio of A 1 <A 2 results in the second post-fluid channel 48.

Vorzugsweise ist die jeweils größere Strömungsöffnung 2 bis 4 Mal größer als die jeweils andere kleinere Strömungsöffnung in einem Pfosten-Fluidkanal 48, weiter bevorzugt 3 Mal größer als die jeweils andere Strömungsöffnung in einem Pfosten-Fluidkanal 48.Preferably, the respective larger flow opening is 2 to 4 times larger than the respective other smaller flow opening in a post-fluid channel 48, more preferably 3 times larger than the respective other flow opening in a post-fluid channel 48th

Die sich durch die asymmetrischen Querschnittsflächen A der Strömungsöffnungen 50 und 52 in den Pfosten-Fluidkanälen 48 bzw. zwischen den benachbarten Pfosten-Fluidkanälen 48 ergebenden Druckdifferenzen gewährleisten nun, dass sich der Luftstrom 54 auch in den Riegel-Fluidkanal 56 erstreckt, so dass auch der Riegel-Fluidkanal 56 belüftet werden kann.The pressure differences resulting from the asymmetrical cross-sectional areas A of the flow openings 50 and 52 in the post fluid channels 48 and between the adjacent post fluid channels 48 now ensure that the air stream 54 also extends into the latch fluid channel 56, so that the Latch fluid channel 56 can be vented.

Entscheidend für eine zuverlässige Belüftung eines zwischen einem ersten und einem zweiten Pfosten-Fluidkanal 48 angeordneten Riegel-Fluidkanals 56 ist, dass die Querschnittsflächen A der Einströmöffnung 50 und der Ausströmöffnung 52 innerhalb des ersten bzw. zweiten Pfosten-Fluidkanals 48 unterschiedlich groß sind. Weiterhin ist es entscheidend, dass die Querschnittsflächen A der Einströmöffnungen 50 benachbarter (erster und zweiter) Pfosten-Fluidkanäle 48 unterschiedlich groß sind. Ebenfalls müssen die Querschnittsflächen A der Ausströmöffnungen 52 benachbarter (erster und zweiter) Pfosten-Fluidkanäle 48 unterschiedlich groß sein.Decisive for a reliable ventilation between a first and a a second post fluid channel 48 arranged latch fluid channel 56 is that the cross-sectional areas A of the inflow opening 50 and the outflow opening 52 within the first and second post fluid channel 48 are different in size. Furthermore, it is crucial that the cross-sectional areas A of the inlet openings 50 of adjacent (first and second) post-fluid channels 48 are of different sizes. Also, the cross sectional areas A of the outflow openings 52 of adjacent (first and second) post fluid channels 48 must be different in size.

Um die Druckdifferenz zwischen den benachbarten Pfosten-Fluidkanälen 48 nicht zu beeinflussen, weist der Riegel-Fluidkanal 56 vorzugsweise eine Querschnittsfläche auf, die über die gesamte Länge des Riegel-Fluidkanals 56 identisch ist. Insbesondere ist es bevorzugt, dass die Riegel-Verbindungsöffnungen 58 eines Riegel-Fluidkanals 56, mittels der eine Fluidverbindung zu den angrenzenden Pfosten-Fluidkanälen 48 hergestellt ist, identisch sind.In order not to affect the pressure differential between the adjacent post fluid channels 48, the latch fluid passage 56 preferably has a cross-sectional area that is identical over the entire length of the latch fluid passage 56. In particular, it is preferred that the latch connection openings 58 of a latch fluid channel 56, by means of which fluid communication is made to the adjacent post fluid channels 48, are identical.

Figur 4 zeigt eine Tragkonstruktion 10 mit lediglich zwei Pfosten-Fluidkanälen 48, die über einen Riegel-Fluidkanal 56 verbunden sind. Das beschriebene System ist jedoch auf eine unbestimmte Anzahl von Pfosten-Fluidkanälen 48 bzw. Riegel-Fluidkanäle 56 erweiterbar. Ebenfalls ist es möglich, dass benachbarte Pfosten-Fluidkanäle 48 nicht nur über einen Riegel-Fluidkanal 56 verbunden sind. 2, 3, 4, 5, 6, 7, 8, 9, 10 oder mehr Riegel-Fluidkanäle 56 sind hier denkbar, die im Wesentlichen parallel zueinander angeordnet sind. FIG. 4 shows a support structure 10 with only two post fluid channels 48, which are connected via a latch fluid channel 56. However, the described system is expandable to an indefinite number of post fluid channels 48 and latch fluid channels 56, respectively. It is also possible that adjacent post fluid channels 48 are not only connected via a latch fluid channel 56. 2, 3, 4, 5, 6, 7, 8, 9, 10 or more latch fluid channels 56 are conceivable here, which are arranged substantially parallel to one another.

Figur 5 zeigt beispielsweise eine schematische Darstellung eines Strömungsprinzips für eine Tragkonstruktion mit drei Pfosten-Fluidkanälen 48. FIG. 5 shows, for example, a schematic representation of a flow principle for a support structure with three post fluid channels 48.

Die in Figur 5 gezeigten Pfosten-Fluidkanäle 48 werden im Folgenden, von links nach rechts betrachtet, als erster, zweiter und dritter Pfosten-Fluidkanal 48 bezeichnet. Der erste und zweite Pfosten-Fluidkanal 48 gelten als benachbarte Pfosten-Fluidkanäle 48, während der zweite und dritte Pfosten-Fluidkanal 48 ebenfalls als benachbarte Pfosten-Fluidkanäle 48 gelten. Die jeweiligen benachbarten Pfosten-Fluidkanäle 48 sind jeweils durch einen Riegel-Fluidkanal 56 miteinander verbunden.In the FIG. 5 In the following, viewed from left to right, the post fluid channels 48 shown are referred to as first, second and third post fluid channels 48. The first and second post fluid channels 48 are considered adjacent post fluid channels 48, while the second and third post fluid channels 48 are also considered adjacent post fluid channels 48. The respective ones adjacent post-fluid channels 48 are interconnected by a latch fluid channel 56, respectively.

Weiterhin ist aus Figur 5 zu entnehmen, dass die Größe bzw. die Querschnittsflächengröße A1 der Einströmöffnungen 50 der drei Pfosten-Fluidkanäle 50 alterniert. Gleiches gilt für die Ausströmöffnungen 52. Es wechseln sich immer eine große Einströmöffnung 50 mit einer kleinen Einströmöffnung 50, sowie eine große Ausströmöffnung 52 mit einer kleinen Ausströmöffnung 52 ab. Figur 5 zeigt den bevorzugten Fall, dass jede zweite Einströmöffnung 50 und jede zweite Ausströmöffnung 52 in einer Tragkonstruktion 10 gleich groß sind.Furthermore, it is off FIG. 5 it can be seen that the size or the cross-sectional area size A 1 of the inlet openings 50 of the three post-fluid channels 50 alternates. The same applies to the outflow openings 52. A large inflow opening 50 with a small inflow opening 50 and a large outflow opening 52 with a small outflow opening 52 always alternate. FIG. 5 shows the preferred case that each second inflow opening 50 and each second outflow opening 52 in a support structure 10 are the same size.

Durch eine derartige Konstruktion ergibt sich in dem ersten und dem dritten Pfosten-Fluidkanal 48 in einem Bereich zwischen der jeweiligen Einströmöffnung 50 und der Verbindungsposition mit dem entsprechenden Riegel-Fluidkanal 56 ein Druck P1, da in beiden Pfosten-Fluidkanälen 48 die Einströmöffnung 50 größer als die Ausströmöffnung 52 ist. In dem zweiten Pfosten-Fluidkanal 48 herrscht in dem Bereich zwischen der Einströmöffnung 50 und der Verbindungsposition mit dem Riegel-Fluidkanal 56 ein Druck P2, der konstruktionsbedingt geringer ist als der Druck P1. Der zwischen den jeweils benachbarten Pfosten-Fluidkanälen 48 erfolgende Druckausgleich, erfolgt über die Riegel-Fluidkanäle 56, so dass jeweils ein Luftstrom 54 von dem ersten und dem dritten Pfosten-Fluidkanal 48 über die Riegel-Fluidkanäle 56 zu dem zweiten Pfosten-Fluidkanal 48 erfolgt.Such a construction results in a pressure P 1 in the first and the third post-fluid channel 48 in a region between the respective inflow opening 50 and the connection position with the corresponding latch fluid channel 56, since the inlet opening 50 is larger in both post-fluid channels 48 as the outflow opening 52 is. In the second post-fluid passage 48 prevails in the region between the inflow opening 50 and the connection position with the locking fluid passage 56, a pressure P 2 which is by design less than the pressure P. 1 The pressure equalization taking place between the respectively adjacent post-fluid channels 48 takes place via the latch fluid channels 56, so that an air flow 54 from the first and third post fluid channels 48 via the latch fluid channels 56 to the second post fluid channel 48 takes place ,

Figur 6 zeigt Querschnittsansichten einer Einströmöffnung 50 oder einer Ausströmöffnung 52 (im Folgenden allgemein als Strömungsöffnung 60 bezeichnet). FIG. 6 12 shows cross-sectional views of an inflow port 50 or an outflow port 52 (hereinafter generally referred to as a flow port 60).

Figur 6a) zeigt eine Strömungsöffnung 60 mit einer großen Querschnittsfläche A und Figur 6b) zeigt eine Strömungsöffnung 60 mit einer kleinen Querschnittsfläche. Der schraffierte Bereich in Figur 6a) kennzeichnet die Querschnittsfläche A, die der Querschnittsflächengröße des Zwischenraums 38 entspricht. Figur 6b) hingegen weist eine Strömungsöffnung 60 mit einer Querschnittsfläche A auf, die kleiner als die Querschnittsflächengröße des Zwischenraums 38 ist. FIG. 6a ) shows a flow opening 60 with a large cross-sectional area A and FIG. 6b ) shows a flow opening 60 with a small cross-sectional area. The hatched area in FIG. 6a ) indicates the cross-sectional area A corresponding to the cross-sectional area size of the space 38. FIG. 6b on the other hand has a flow opening 60 with a cross-sectional area A which is smaller than the cross-sectional area size of the gap 38.

Die Größe der Strömungsöffnung 60 kann beispielsweise, wie in Figur 6b) gezeigt, durch ein Füllelement 62 reduziert werden, das in die Strömungsöffnung 60 eingesetzt wird. Die Querschnittsflächengröße A der Strömungsöffnung 60 entspricht folglich der Querschnittsfläche des Zwischenraums 38 abzüglich der Querschnittsfläche des Füllelements 62.The size of the flow opening 60 may, for example, as in FIG. 6b ) can be reduced by a filling element 62 which is inserted into the flow opening 60. The cross-sectional area size A of the flow opening 60 thus corresponds to the cross-sectional area of the interspace 38 minus the cross-sectional area of the filling element 62.

Eine weitere Möglichkeit zur Dimensionierung der Größe einer Strömungsöffnung 60 ist die Abstandregulierung zweier benachbarter Isolierverglasungselemente 26, wie in Figur 7 gezeigt.Another possibility for dimensioning the size of a flow opening 60 is the distance regulation of two adjacent insulating glazing elements 26, as in FIG FIG. 7 shown.

Der Abstand zweier benachbarter Isolierverglasungselemente 26 wird im Folgenden als L bezeichnet.The distance between two adjacent insulating glazing elements 26 is referred to below as L.

In der linken Abbildung in Figur 7 ist der Abstand der Stoßflächen 36 zweier benachbarter Isolierverglasungselemente 26, die in seitlicher Richtung die Strömungsöffnung 60 begrenzen, in einem Abstand L1 beabstandet. Durch ein Zusammenschieben der Stoßflächen 36 der benachbarten Isolierverglasungselemente 26, verringert sich der Abstand zwischen den Stoßflächen 36 zu einem Abstand L2, wie in der rechten Abbildung in Figur 7 gezeigt. Die Querschnittsflächengröße A der Strömungsöffnung 60 ist somit gegenüber der linken Abbildung in Figur 7 verkleinert.In the left picture in FIG. 7 is the distance of the abutting surfaces 36 of two adjacent insulating glazing elements 26 which limit the flow opening 60 in the lateral direction, spaced at a distance L 1 . By pushing together the abutment surfaces 36 of the adjacent insulating glazing elements 26, the distance between the abutment surfaces 36 decreases to a distance L 2 , as in the right figure in FIG FIG. 7 shown. The cross-sectional area size A of the flow opening 60 is thus opposite to the left figure in FIG FIG. 7 reduced.

Weiterhin ist es möglich die Größe der Strömungsöffnungen 60 mittels zumindest einem Dämmelement 64 zu definieren, wie in Figur 8 gezeigt.Furthermore, it is possible to define the size of the flow openings 60 by means of at least one insulating element 64, as in FIG FIG. 8 shown.

Tragkonstruktionen 10 werden, insbesondere in Dachkonstruktionen, üblicherweise mittels Dämmelementen am Dachanschluss isoliert. Wie in Figur 8 gezeigt, wird ein Dämmelement 64 an einem seitlichen Ende der Tragkonstruktion 10 angeordnet. Unterhalb des Dämmelements 64 verlaufen Dichtungen 66, die aus den Pfosten-Fluidkanälen 48 herausgeführt sind. Das zumindest eine Dämmelement 64 ist zum Schutz gegen Witterungseinflüsse mittels einem Wetterblech 68 abgedeckt.Support structures 10, in particular in roof structures, usually isolated by means of insulating elements on the roof connection. As in FIG. 8 As shown, an insulating member 64 is disposed at a lateral end of the support structure 10. Below the Dämmelements 64 extend seals 66 which are led out of the post-fluid channels 48. The at least one insulating element 64 is covered by a weather sheet 68 for protection against the weather.

Um die Querschnittsfläche A der Strömungsöffnungen 60 zu definieren, kann das Dämmelement 64 in dem Bereich einer Strömungsöffnung 60 vollständig ausgespart werden, so dass die Strömungsöffnung 60 nicht durch das Dämmelement 64 verkleinert wird (siehe rechte Strömungsöffnung in Figur (8). Die Querschnittsfläche A der Strömungsöffnung entspricht somit der Querschnittsfläche A des Zwischenraums 38.In order to define the cross-sectional area A of the flow openings 60, the insulating element 64 can be completely recessed in the region of a flow opening 60, so that the flow opening 60 is not reduced by the insulating element 64 (see right flow opening in FIG FIG ). The cross-sectional area A of the flow opening thus corresponds to the cross-sectional area A of the intermediate space 38.

Zur Verkleinerung der Querschnittsfläche A der Strömungsöffnung 60 kann eine Ausklinkung 70 in der Unterseite des Dämmelements 64 ausgebildet sein (siehe linken Strömungskanal in Figur 8). Diese Ausklinkung 70 dient einerseits dazu, die Dichtung 66 aufzunehmen und andererseits, um die Größe der Querschnittsfläche A der Strömungsöffnung 60 zu definieren. Je kleiner die Ausklinkung 70 ausgebildet ist, desto kleiner ist die Größe der Querschnittsfläche A der Strömungsöffnung 60.To reduce the cross-sectional area A of the flow opening 60, a notch 70 may be formed in the bottom of the Dämmelements 64 (see left flow channel in FIG. 8 ). This notch 70 serves on the one hand to receive the seal 66 and on the other hand to define the size of the cross-sectional area A of the flow opening 60. The smaller the notch 70 is formed, the smaller the size of the cross-sectional area A of the flow opening 60.

Weiterhin können zur Dimensionierung der Strömungsöffnungen 60 Verblendungsbleche (nicht gezeigt) genutzt werden, die die Tragkonstruktion 10 verblenden. Dies kann beispielsweise über entsprechend dimensionierte Öffnungen in einem Verblendungsblech erfolgen.Furthermore, for the dimensioning of the flow openings 60 facing plates (not shown) can be used, which blind the support structure 10. This can be done for example via appropriately sized openings in a facing plate.

Um eine Strömungsöffnung 60 zu vergrößern, kann zumindest eine weitere Öffnung (nicht gezeigt) in der Deckleiste 42 ausgebildet sein, die die Strömungsöffnung nach oben hin begrenzt. Die weitere Öffnung kann in einem Abstand zur Strömungöffnung 60 von 0 bis 20cm, vorzugsweise 0 bis 10 cm, weiter bevorzugt von 0 bis 5cm angeordnet sein.In order to increase a flow opening 60, at least one further opening (not shown) may be formed in the cover strip 42, which limits the flow opening upwards. The further opening may be arranged at a distance from the flow opening 60 of 0 to 20 cm, preferably 0 to 10 cm, more preferably from 0 to 5 cm.

Diese weitere Öffnung kann jedoch auch als ausschließliche Einström- bzw. Ausströmöffnung genutzt werden. Hierbei kann der Wind ausschließlich über eine Einströmöffnung bzw. eine Ausströmöffnung in der Deckleiste 42 eindringen bzw. austreten. Die Größe der weiteren Öffnung bestimmt dabei die Größe der Einström- bzw. Ausströmöffnung 50 und 52.However, this further opening can also be used as an exclusive inflow or outflow opening. In this case, the wind can penetrate or exit exclusively via an inflow opening or an outflow opening in the cover strip 42. The size of the further opening determines the size of the inflow or outflow opening 50 and 52.

Die weitere Öffnung kann als Bohrung in der Deckleiste 42 ausgebildet sein. Um zu verhindern, dass Regenwasser über die weitere Öffnung in den Pfosten-Fluidkanal 48 eindringt, kann ein Lüftungspilz (nicht gezeigt) in die Bohrung eingesetzt werden. Der Lüftungspilz weist einen Lüftungspilz-Fluidkanal auf, der diesen durchdringt und mit dem Pfosten-Fluidkanal 48 in Verbindung steht. An einer Pilzkopfunterseite ist eine Windeintrittsöffnung ausgebildet, über die der Wind in den Lüftungspilz-Fluidkanal eintreten kann.The further opening may be formed as a bore in the cover strip 42. To prevent rainwater from entering the post fluid channel 48 via the further opening, a vent mushroom (not shown) may be inserted into the bore. The vent mushroom has a vent mushroom fluid passage penetrating and communicating with the post fluid channel 48. On a mushroom head bottom, a wind inlet opening is formed, via which the wind can enter into the ventilation mushroom fluid channel.

BezugszeichenlisteLIST OF REFERENCE NUMBERS

1010
Tragkonstruktionsupporting structure
1212
Pfostenpost
1414
Riegelbars
1616
PaneelfeldPaneelfeld
1818
Traufeeaves
2020
Firstridge
2222
Tragprofilsupport section
2424
Auflageflächebearing surface
2626
IsolierverglasungselementIsolierverglasungselement
2828
Randabschnittedge section
3030
Glaselementglass element
3232
GlaszwischenraumGlass gap
3434
Dichtungselementsealing element
3636
Stoßflächeabutting face
3838
Zwischenraumgap
4040
Dämmkerninsulating core
4242
Deckleistecover strip
4444
Schraubescrew
4646
Dichtungsschichtsealing layer
4848
Pfosten-FluidkanalPost fluid channel
5050
Einströmöffnunginflow
5252
Ausströmöffnungoutflow
5454
Luftstromairflow
5656
Riegel-FluidkanalTie fluid channel
5858
Riegel-VerbindungsöffnungTie marriage opening
6060
Strömungsöffnungflow opening
6262
Füllelementfiller
6464
Dämmelementinsulating element
6666
Dichtungpoetry
6868
WetterblechWeather sheet
7070
Ausklinkungnotch
AA
QuerschnittsflächeCross sectional area
LL
Abstand zweier benachbarter IsolierverglasungselementeDistance between two adjacent insulating glazing elements

Claims (11)

  1. A support structure (10) for the arrangement of panels (26), specifically in the form of insulating glazings and openable elements, comprising:
    - at least two posts (12) arranged essentially in parallel to each other;
    - at least one transom (14) arranged essentially perpendicularly between the posts (12), wherein the posts (12) and the transom (14) are formed as seats (24) for the panels (26) and adjacent panels (26) are spaced from each other through a spacing (38); and
    - cover stripes (42) for covering the spacing (38), which are arranged at side faces of the panels (26), that are opposite to the side faces arranged on the seat (24);
    wherein the spacing formed between the panels (26), the posts (12) or the transoms (14) and the cover stripes (42) is formed as a fluid channel;
    wherein the fluid channels (48) at the posts (12) are in fluid connection with the fluid channel (56) at the transom (14);
    characterized in that
    the fluid channel (48) comprises an inflow port (50) at a first end of the posts (12) and an outflow port (52) at a second end of the posts (12);
    the inflow and outflow ports (50, 52) of the fluid channel (48) are sized differently at each single post (12),
    the inflow ports (50) of the fluid channels (48) at adjacent posts (12) are sized differently; and
    the outflow ports (52) of the fluid channels (48) at adjacent posts (12) are sized differently.
  2. The support structure (10) according to claim 1, wherein the fluid channel (56) at the transom (14) comprises a first transom connection opening (58) at a first end of the transom (14) and a second transom connection opening (58) at a second end of the transom (14),
    wherein the fluid channel (56) at the transom (14) is in fluid connection with the fluid channel (48) at a first post (12) and at a second adjacent post (12) via the transom connection openings (58), and
    wherein the size of the first transom connection opening (58) and the second transom connection opening (58) at the transom (14) are identical.
  3. The support structure (10) according to claim 1 or 2, wherein a cross sectional area of the fluid channel (56) at the transom (14) is identical throughout the entire length of the transom (14).
  4. The support structure (10) according to any of the preceding claims, wherein the support structure (10) includes at least three posts (12) and at least two transoms (14),
    wherein the inflow ports (50) and the outflow ports (52) of the fluid channels (48) at the posts (12) are formed such that a small inflow port (50) alternates with a large inflow port (50) and a small outflow port (52) alternates with a large outflow port (52).
  5. The support structure (10) according to claim 4, wherein the size of the inflow port (50) is identical at every second post (12); and
    wherein the size of the outflow port (52) is identical at every second post (12).
  6. The support structure (10) according to claim 4 or 5, wherein the size of the inflow port (50) at a post (12) is identical to the size of the outflow port (52) at the adjacent post (12).
  7. The support structure (10) according to claims 4 to 6, wherein the cross sectional area of the fluid channels (56) at the transoms (14) is identical.
  8. The support structure (10) according to any of the preceding claims, wherein a distance (L) between adjacent panels (56) in the area of the inflow port (50) and the outflow port (52) at a post (12) is sized differently such that the size of the inflow port (50) and of the outflow port (52) of the fluid channel (48) at a post (12) are sized differently.
  9. The support structure (10) according to any of the preceding claims, wherein a fill element (62) is arranged in the inflow port (50) or the outflow port (52) such that the size of the corresponding port is reduced.
  10. The support structure (10) according to any of the preceding claims, further comprising at least one insulation member (64), arranged adjacent to the inflow port (50) and/or the outflow port (52) at a post (12) outside the fluid channel (48), wherein the insulation element (64) comprises a recess designed such that the size of the corresponding port is different from the size of the corresponding port at the opposite side of the post (12).
  11. The support structure (10) according to any of the preceding claims, wherein the inflow port (50) or the outflow port (52) comprise at least one further port formed adjacent to the inflow port (50) or to the outflow port (52) in the cover stripe (42).
EP15766044.0A 2014-09-02 2015-09-01 Support structure for the arrangement of panels Active EP3152372B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102014013026.6A DE102014013026A1 (en) 2014-09-02 2014-09-02 Supporting structure for arranging panels
PCT/EP2015/001762 WO2016034280A1 (en) 2014-09-02 2015-09-01 Support structure for the arrangement of panels

Publications (2)

Publication Number Publication Date
EP3152372A1 EP3152372A1 (en) 2017-04-12
EP3152372B1 true EP3152372B1 (en) 2017-12-13

Family

ID=54147124

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
EP (1) EP3152372B1 (en)
DE (1) DE102014013026A1 (en)
DK (1) DK3152372T3 (en)
WO (1) WO2016034280A1 (en)

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH671998A5 (en) * 1986-04-25 1989-10-13 Daetwyler Ag
DE8901978U1 (en) * 1989-02-20 1989-06-29 Proksch, Kurt, 7206 Emmingen-Liptingen Kit for creating a frame construction, especially for glass or facade construction
DE19519219C2 (en) * 1995-05-24 1999-02-18 Schneider Fensterfabrik Gmbh & Wood-aluminum mullion-transom construction
DE19906323C1 (en) * 1999-02-16 2000-10-05 Hoogovens Aluminium Profiltech Device for venting a glazing rebate
DE20023944U1 (en) * 2000-12-29 2007-12-27 SCHÜCO International KG Facade and / or roof and sealing strip
DE10200449B4 (en) * 2002-01-09 2006-03-09 Eduard Hueck Gmbh & Co Kg Mullion / transom construction, in particular for facades, roofs and the like
DE202013100612U1 (en) * 2013-02-11 2013-02-26 SCHÜCO International KG Supporting structure for holding a surface element

Also Published As

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EP3152372A1 (en) 2017-04-12
DK3152372T3 (en) 2018-02-05
WO2016034280A1 (en) 2016-03-10

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