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EP1329566A1 - Système de montants et traverses pour la construction de façades, toits etc - Google Patents

Système de montants et traverses pour la construction de façades, toits etc Download PDF

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Publication number
EP1329566A1
EP1329566A1 EP02028000A EP02028000A EP1329566A1 EP 1329566 A1 EP1329566 A1 EP 1329566A1 EP 02028000 A EP02028000 A EP 02028000A EP 02028000 A EP02028000 A EP 02028000A EP 1329566 A1 EP1329566 A1 EP 1329566A1
Authority
EP
European Patent Office
Prior art keywords
profile
main
construction according
sealing
post
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.)
Withdrawn
Application number
EP02028000A
Other languages
German (de)
English (en)
Inventor
Ralph Wesnigk
Horst Wagner
Herbert Meyerhöfer
Jürgen Pfeiffer
Thomas Holweg
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Eduard Hueck GmbH and Co KG
Original Assignee
Eduard Hueck GmbH and Co KG
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Eduard Hueck GmbH and Co KG filed Critical Eduard Hueck GmbH and Co KG
Publication of EP1329566A1 publication Critical patent/EP1329566A1/fr
Withdrawn legal-status Critical Current

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Classifications

    • 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
    • E04B2/965—Connections of mullions and transoms

Definitions

  • the invention relates to a composite frame elements existing mullion / transom structure with essentially vertical extending post and angled, essentially horizontal Bars, especially for facades, roofs and the like, in which each post and transoms from a post or transom pressure profile facing away from the building and a mullion or transom main profile facing the building or inside the building is composed, which between them a folding space include, in which the edges of panes or the like engage fillings, the mullion and transom anchoring grooves for receiving sealing strips for the fillings and their adjoining areas Have water channels and in the region of an anchoring groove Post main profile a sealing collar or the like filler is provided
  • a frame construction of this type is known from DE 198 30 087 C2. at Such bar constructions are about, on the one hand, targeted drainage of the water collecting in the horizontally running bar profiles, e.g. To achieve condensed water or the like, which via drainage channels is introduced into the vertical post profiles and over there Drain channels run down. The impact areas in which the Push the latches against the posts, seal them effectively so that the Do not collect water before entering vertical posts in the area Butt joint on the outside of the post can run off.
  • These requirements should be fulfilled as far as possible with a frame construction, with the transoms and posts each have the same cross-sectional profiles. This has the advantage of a reduced one Number of profile cross-sections, which significantly increases the storage costs let reduce. This also results in identical profile cross sections lower waste losses when cutting the profile lengths.
  • the drainage function is in the horizontal bar profiles each from one in the fold area in full length plastic profile pushed onto the transom main profile, which with Drainage channels is equipped.
  • the plastic profile is designed and so placed on the transom main profile in the area of the joint with its protrudes a bit in the fold area of the post profile without one Opening or notching the post in the area of the joint is necessary.
  • the Sealing in the area of the protrusion of the plastic profile over the front is a gasket filler taken over, which in a hollow chamber of the plastic profile to be closed is introduced.
  • sealing sleeve in their mounting position by means of edge profiling in a recess Web wall of the anchoring groove of the vertical post main profile or directly into an unopened anchoring groove and with the edge profile protruding angular projections on the front side into the assigned horizontal extending main bar profile engages.
  • a particular advantage is that Proposed invention to see that on additional plastic profiles for the Drainage can be dispensed with and instead only one at a time Area of the joint to match the profile geometry is taken into account, which causes no significant costs. You can in the horizontal transoms and vertical posts always identical Sealing strip cross sections are used, which also makes considerable Cost savings can be achieved. In the construction described after The use of identical sealing strip cross sections is not state of the art possible.
  • the sealing sleeve is preferably designed such that both ends of the Engage the edge profile in the anchoring groove of the main post profile.
  • the Edge profiling is useful by clamping the ends in the Anchoring groove held.
  • the sealing collar expediently consists of a molded part made of plastic, preferably made of EPDM.
  • the assembly of the sealing sleeves in the transom profiles is designed particularly easy, because the front side of the horizontal transom main profile engaging edge projections of the sealing collar and / or are held in a force-fitting manner therein, and possibly also that the transom main profiles parallel to the anchoring grooves for the sealing strips have running receiving and guide channels for the edge projections. there are the receiving and guide channels in their cross section with the Cross-sectional profiling of the edge projections essentially congruent.
  • the anchoring grooves for the sealing strips on the front of the are advantageous Bolt main profile opened, so that the sealing sleeve easily from the outside can be inserted into the opening or recess.
  • Exemplary embodiments are the sealing strips of the main post profile in the assembly position spaced from each other in the joint area.
  • the sealing strips of the horizontal transom main profile meet on the front outside long sides of the sealing strips of the vertical post main profile on.
  • the contact surfaces of the vertical sealing strips for the Fillings and the contact surfaces of the horizontal sealing strips in a common Level are expediently the contact surfaces of the vertical sealing strips for the Fillings and the contact surfaces of the horizontal sealing strips in a common Level.
  • the receiving and guide channel for the Edge projections of the sealing collar a screw channel of the horizontal transom main profile. It preferably points directly into the Anchoring groove of the vertical post main profile used Sealing sleeve profile approaches that in the mounting position of the Mullion / transom construction as an end extension of the screw channel in the joint area serve.
  • the connection area of the screw channel and the Extension of the screw channel serving profile approaches of the sealing sleeve by a clip-on spring or the like pressure element bridged. This results in the possibility of stretching in the joint area to take abutting mullion and transom profiles.
  • the outer wall construction according to the invention essentially consists of a vertical post 1 and horizontal bar 2, which with its end face 4 in a joint area 3 is attached to the outer wall 5 of the post 1.
  • filling elements 6.7 (Fig. 4) are clamped, which at the selected embodiments are insulating glass panes.
  • the Insulating glass panes 6.7 lie with their edges on the building facing away from sealing strips 8, which in a post pressure profile 9 and a bolt pressure profile 9 'are fixed.
  • the mullion and transom pressure profiles 9.9 ' are in the associated fold areas 10, 10 'by means of a dash-dotted line indicated screws 11 screwed to the post main profile 1.
  • the inside the pane edges lie on sealing strips 12, 12 ', which in Anchoring grooves 13 of the post and anchoring grooves 14 of the transom are fixed are.
  • the special feature of the present invention is that in the joint area 3 a sealing sleeve 15 adapted to the post and transom cross sections is provided, which in the first example according to Figures 1 to 4 compared to other two embodiments in their configuration different is trained.
  • the outer wall 13 'of the anchoring groove 13 of the main post profile 1 in Butt region 3 has a recess 16 into which the sealing sleeve 15 can be inserted appropriately and fixed there.
  • the sealing sleeve 15 engages with edge profiles 17, the cross section of which approximately corresponds to the cross section of the Anchoring groove 13 are adapted in the anchoring groove 13 and is on fixed in this way in the anchoring groove.
  • the sealing sleeve 15 has on its edge profiles 17, 18 edge projections 19, 20 projecting at an angle from the opposite end, by means of which the sealing sleeve 15 in the mounting position of the main bar profile 2 on the outer wall 5 of the post main profile 1 in open on the front Receiving and guiding grooves of the transom main profile 2 engage by clamping.
  • the Sealing cuff is preferably made of a plastic, e.g. made of EPDM.
  • the aim is to have the main profile 2 engage on the front side Edge projections 19, 20 of the sealing collar 15 are positive and / or non-positive are held in this.
  • the main profile of the transom serves as receiving and guiding channels 2 on the one hand the front end of the screw channel 21 into which the Edge projection 20 engages and two parallel to the anchoring grooves 14 for the Sealing strips 12 extending grooves 22, 23 into which the edge projections 19 intervention.
  • the water-bearing levels of the horizontal bar and the water-draining The levels of the vertical post are congruent and still for the mullion and transom identical profile cross sections and in the horizontal and identical gaskets can be used in the horizontal area. To a It is not necessary to release the latch.
  • the Sealing sleeve a different configuration than that of the first Embodiment.
  • the sealing collar is 24 designated.
  • As the edge projection 28 is used in the sealing collar 24 according to the Figure 6 is a profile approach, in its cross-sectional width and height to the Cross section of the screw channel 29 of the bolt 2 is adapted so that it in this can intervene as tightly as possible.
  • FIG. 5 and 7 show the wall 25 'of the anchoring groove 25 of the main post section 1 is not opened, as in the first embodiment, but the cuff 24 is in Joint area 3 directly into the anchoring grooves 25 for the sealing strips 30 used clamping.
  • the sealing collar 24 has an extension of Edge projection 28 two spaced-apart profile lugs 31, 32, which in their cross section are adapted to the cross section of the screw channel 29 that these profile approaches in the final assembly position practically as extended walls of the two screw channel walls 29 ′, 29 ′′ serve and up to the fold area 33 of the post 1 protrude.
  • Sealing strips 35, 36 of the bolt 2 are fixed by a pressure piece 37.
  • the pressure piece 37 overlaps the two sealing strips 35, 36 and with two lateral wing webs 38, 39 presses this into the corresponding anchoring grooves 34.
  • the pressure piece 37 is like this mounted so that it has an end facing the post in the fold area 33 protrudes and so the sealing function of the sealing collar 24 between posts and bars supported even further. This allows for the providence of simple Butt connectors for additional connection between the transom and the post to be dispensed with.
  • the sealing sleeve 41 (FIG. 9) from the sealing sleeve 24 (FIG 6) modified.
  • the walls of the Anchoring groove for inserting the sealing sleeve is not open.
  • the seal collar 41 differs from the other designs except the edge profiles 42 and 43.44 profile lugs, which also in this Version in the final assembly position as an extension of the front Screw channel 45 of the transom main profile 2 serve, edge projections 46, 47 and additional, adjoining the edge projections, with the edge projections and the remaining parts of the sealing collar one-piece guide strips 48, which approximately end with the outer edges of the sealing collar.
  • the Guide rails serve as Fixation for additionally provided butt connectors 49, which are used in the Butt area 3 on the butt connectors bar profiles 2 in a known manner to stabilize.
  • Figure 8 is a pre-assembly position of the profile cross sections in Shock region 3 shown, in which the sealing sleeve 41 already with the Butt connector 49 connected, e.g. screwed, but is not yet on the Outside wall of the post 1 is placed.
  • the main bar profile 2 not yet its final position.
  • the final assembly position of the butt connector 49 with the contacting with it, in the anchoring groove 40 of the main post profile pinched sealing sleeve 41 is shown in Figure 10.
  • the figures 11 and 12 show the final assembly positions in which the edge profiling 42 with a pressure bar 42 'in an anchoring groove 50 for a not shown Sealing strip and the edge projections 46, 47 in the anchoring grooves 51, 52 of the main bar profile 2 intervene positively and / or non-positively.
  • this installation position form the profile approaches 43,44 of the sealing sleeve 41 an extension of the Screw channel 45 of the main bar profile 2.
  • Insulating glass panes, sealing strips, pressure profiles, etc. was in this example waived.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP02028000A 2002-01-09 2002-12-14 Système de montants et traverses pour la construction de façades, toits etc Withdrawn EP1329566A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10200449 2002-01-09
DE2002100449 DE10200449B4 (de) 2002-01-09 2002-01-09 Pfosten-/Riegel-Konstruktion, insbesondere für Fassaden, Dächer und dergleichen

Publications (1)

Publication Number Publication Date
EP1329566A1 true EP1329566A1 (fr) 2003-07-23

Family

ID=7711682

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02028000A Withdrawn EP1329566A1 (fr) 2002-01-09 2002-12-14 Système de montants et traverses pour la construction de façades, toits etc

Country Status (2)

Country Link
EP (1) EP1329566A1 (fr)
DE (1) DE10200449B4 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1577455A3 (fr) * 2004-03-18 2006-10-04 Hermann Gutmann Werke AG Façade de bâtiment ou toiture avec trame de support d'éléments de façade
CN103850375A (zh) * 2014-03-05 2014-06-11 北京中瑞宏宇幕墙装饰工程有限公司 新型隐框玻璃幕墙
DE102014013026A1 (de) * 2014-09-02 2016-03-03 Lamilux Heinrich Strunz Gmbh Tragkonstruktion zur Anordnung von Paneelen
DE102015100524A1 (de) * 2015-01-14 2016-07-14 SCHÜCO International KG Pfosten-Riegel-Konstruktion
EP4306737A1 (fr) * 2022-07-15 2024-01-17 HUECK System GmbH & Co. KG Élément d'étanchéité doté d'un moyen de drainage
WO2024225997A1 (fr) * 2023-04-24 2024-10-31 Lazer Solar Enerji̇ Alümi̇nyum Si̇stemleri̇ Anoni̇m Şi̇rketi̇ Modèle de construction en aluminium modulaire et isolé

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018073801A1 (fr) * 2016-10-21 2018-04-26 Claeys Stephanie Catharina R Élément mural pour mur rideau avec un compartiment pour une aile et un élément d'étanchéité
BE1024682B1 (nl) 2016-10-21 2018-05-22 Claeys Stephanie Catharina R. Afdichting voor een gevelelement van een gordijngevel en gevelelement en gordijngevel voorzien van zulke afdichting.
CN108130966A (zh) * 2018-02-28 2018-06-08 青岛宏海幕墙有限公司 一种玻璃幕墙横竖料连接结构

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3621408A1 (de) * 1986-06-26 1988-01-07 Hueck Fa E Anschluss eines riegels an einen pfosten einer rahmen-konstruktion
DE3912984A1 (de) * 1989-04-20 1990-10-31 Eduard Hueck Metallwalz Und Pr Vorhangfassade mit vertikalen pfosten und horizontalen riegeln
FR2694953A1 (fr) * 1992-08-18 1994-02-25 Aluvar Sa Pièce de raccordement pour monter une traverse sur un raidisseur de mur-rideau.
EP0619403A1 (fr) * 1993-04-07 1994-10-12 W. HARTMANN & CO (GMBH & CO) Construction d'un mur extérieur pour bâtiments ou pour toits inclinés
DE19830087C2 (de) 1998-07-06 2000-09-14 Gutmann Hermann Werke Gmbh Gebäudefassade oder Dachfassade mit einem Rahmenwerk aus Pfosten und Riegeln
DE20100747U1 (de) * 2001-01-15 2001-03-08 Schüco International KG, 33609 Bielefeld Riegel/Pfosten-Konstruktion

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3736305A1 (de) * 1987-10-27 1989-05-11 Metallbau Philippi Gerd Gmbh Elastisches zwischenprofil eines glasdaches oder einer glaswand
DE4140458C2 (de) * 1991-12-05 1997-04-10 Mannesmann Ag Glasfassade für vertikale, diagonale und horizontale Bausysteme
DE9305394U1 (de) * 1993-04-08 1994-08-11 Kawneer Aluminium GmbH, 4050 Mönchengladbach Rahmenkonstruktion, insbesondere für Fassadenverkleidungen

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3621408A1 (de) * 1986-06-26 1988-01-07 Hueck Fa E Anschluss eines riegels an einen pfosten einer rahmen-konstruktion
DE3912984A1 (de) * 1989-04-20 1990-10-31 Eduard Hueck Metallwalz Und Pr Vorhangfassade mit vertikalen pfosten und horizontalen riegeln
FR2694953A1 (fr) * 1992-08-18 1994-02-25 Aluvar Sa Pièce de raccordement pour monter une traverse sur un raidisseur de mur-rideau.
EP0619403A1 (fr) * 1993-04-07 1994-10-12 W. HARTMANN & CO (GMBH & CO) Construction d'un mur extérieur pour bâtiments ou pour toits inclinés
DE19830087C2 (de) 1998-07-06 2000-09-14 Gutmann Hermann Werke Gmbh Gebäudefassade oder Dachfassade mit einem Rahmenwerk aus Pfosten und Riegeln
DE20100747U1 (de) * 2001-01-15 2001-03-08 Schüco International KG, 33609 Bielefeld Riegel/Pfosten-Konstruktion

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1577455A3 (fr) * 2004-03-18 2006-10-04 Hermann Gutmann Werke AG Façade de bâtiment ou toiture avec trame de support d'éléments de façade
CN103850375A (zh) * 2014-03-05 2014-06-11 北京中瑞宏宇幕墙装饰工程有限公司 新型隐框玻璃幕墙
CN103850375B (zh) * 2014-03-05 2016-02-24 北京中瑞宏宇幕墙装饰工程有限公司 隐框玻璃幕墙
DE102014013026A1 (de) * 2014-09-02 2016-03-03 Lamilux Heinrich Strunz Gmbh Tragkonstruktion zur Anordnung von Paneelen
US10060128B2 (en) 2015-01-04 2018-08-28 Schueco International Kg Mullion-transom structure
DE102015100524A1 (de) * 2015-01-14 2016-07-14 SCHÜCO International KG Pfosten-Riegel-Konstruktion
EP4306737A1 (fr) * 2022-07-15 2024-01-17 HUECK System GmbH & Co. KG Élément d'étanchéité doté d'un moyen de drainage
WO2024225997A1 (fr) * 2023-04-24 2024-10-31 Lazer Solar Enerji̇ Alümi̇nyum Si̇stemleri̇ Anoni̇m Şi̇rketi̇ Modèle de construction en aluminium modulaire et isolé

Also Published As

Publication number Publication date
DE10200449A1 (de) 2003-07-24
DE10200449B4 (de) 2006-03-09

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