EP0619403B1 - Construction d'un mur extérieur pour bâtiments ou pour toits inclinés - Google Patents

Construction d'un mur extérieur pour bâtiments ou pour toits inclinés Download PDF

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Publication number
EP0619403B1
EP0619403B1 EP94104827A EP94104827A EP0619403B1 EP 0619403 B1 EP0619403 B1 EP 0619403B1 EP 94104827 A EP94104827 A EP 94104827A EP 94104827 A EP94104827 A EP 94104827A EP 0619403 B1 EP0619403 B1 EP 0619403B1
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EP
European Patent Office
Prior art keywords
sealing
post
areal
structure according
pressure
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.)
Expired - Lifetime
Application number
EP94104827A
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German (de)
English (en)
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EP0619403A1 (fr
Inventor
Heinz Seelmann
Steffen Borkenhagen
Herbert Meyerhöfer
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.)
W Hartmann & Co (gmbh & Co)
Original Assignee
W Hartmann & Co (gmbh & Co)
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
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Publication of EP0619403A1 publication Critical patent/EP0619403A1/fr
Application granted granted Critical
Publication of EP0619403B1 publication Critical patent/EP0619403B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • 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
    • 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
    • E04D2003/0818—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 the supporting section of the glazing bar consisting of several parts, e.g. compound sections
    • E04D2003/0825—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 the supporting section of the glazing bar consisting of several parts, e.g. compound sections the metal section covered by parts of other material
    • E04D2003/0831—Glazing gaskets of particular shape
    • 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
    • E04D2003/0818—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 the supporting section of the glazing bar consisting of several parts, e.g. compound sections
    • E04D2003/0837—Sections comprising intermediate parts of insulating material
    • 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
    • E04D2003/0868—Mutual connections and details of glazing bars

Definitions

  • the invention relates to an outer wall construction with the features of the preamble of claim 1. Such a construction is known from DE 34 19 538 C2.
  • the joint area between the mullion and transom is particularly vulnerable to water entering from outside. If here and in the following we speak of "bars" in general, this can be a rung in the same way or a purlin in the sloping roof area, just as the outer wall construction does not have to be exclusively vertical. Instead of the posts mostly mentioned below, one speaks of rafters or stems in the sloping roof area.
  • the posts and transom glazing rebates are continuously covered with butyl tape.
  • the penetration of outside water, especially in the roof area, cannot be excluded, since it is known that the screws can tear openings when fastening the pressure profiles in the butyl tape.
  • the continuous butyl tape sealing takes a lot of time and material because the tape must be glued very precisely and in a straight line to ensure coverage by the pressure profiles.
  • Another disadvantage is that there is no guidance for the pressure profiles in the flight to the posts and transoms.
  • the invention has for its object to achieve the outer seal between mullion and transom pressure profiles quickly and safely.
  • This object is solved by claim 1.
  • a molded body is used here for sealing purposes which not only seals the outer plane between the individual field fillings or filling elements with respect to the sealing strips of the pressure profiles of mullions and transoms. Rather, the entire transom pressure profile is filled on its inside opposite the post or the post pressure profile and thus sealed against the ingress of water.
  • the seal according to the invention also has on the post side End region of the transom pressure profile on a sealing attachment protruding from the sealing plane, with which the surface seal protrudes approximately positively into the internal cross section of the transom pressure profile formed by the transom pressure profile and its sealing strips.
  • a sealing attachment fulfills the function of a sealing cushion, for example.
  • the transom pressure profile carries on its inside a guide bar that also serves for stiffening purposes and runs in the longitudinal direction of the profile. This is expediently removed in the area of the sealing attachment, e.g. milled away so that the sealing attachment between the sealing strips finds a flat support or pressure surface on the inside of the transom pressure profile.
  • the sealing attachment according to the invention is only arranged in the area of the transom pressure profile.
  • the surface seal according to the invention need not be provided with an adhesive adhesive layer.
  • the surface seal is expediently provided, at least in its latch-side region, on its underside facing away from the sealing attachment with clamping projections projecting towards the insulating web of the latch profile.
  • the surface seal can also be non-positively or frictionally attached to the transom profile or its insulating web, regardless of the state of manufacture of the outer wall structure, and thus captively. This also enables facade sealing regardless of dry weather.
  • a significant further development of the subject matter of the invention relates to a particularly advantageous water drainage to the weather side of the outer wall construction: known so-called multi-field drainage systems are based on the drainage of condensation and / or outside water accumulating in several fields in a controlled manner downward in the post area. Most of the time, the water is released in the lower area of the post profile to the outside or weather side. In principle, water drainage is also provided and aimed for in the construction according to the prior art mentioned at the beginning.
  • Such water drainage is further developed in the invention by claim 15.
  • the sealing insert prevents the water from flowing down through the post profile. This enables single-field drainage.
  • the sealing insert which is preferably made of the same material as the surface seal with the sealing attachment, is inserted into the fold of the post to fill the shape under pretension.
  • the sealing insert therefore forms a sealing lock at the bottom and thus directs water running downwards in a post area into the rebate of the transom profile and, as a result of the surface seal mentioned in the introduction, into an area of the transom profile located outside the joint area between the post and transom.
  • an outlet opening is provided on the outside or weather side of the transom pressure profile, through which the water is discharged to the outside to the weather side of the outer wall construction.
  • This single-field drainage enables water to be drained off at the bottom edge of each filling element.
  • the outer wall construction consists essentially of the post 1 and the two bars 3, 4 attached to the post 1 in a joint 2.
  • the bars arranged on both sides of the post 1 do not have to be arranged at the same height for realizing the subject of the invention. Nor do they have to be on a common level. Rather, they can also be attached to the post 1 in the form of such a joint at an angle deviating from a right angle. Instead of the bars 3, 4, rungs can also be given the configuration according to the invention.
  • Filling elements 5, which are insulating glass panes in the case of the exemplary embodiment of FIGS. 1 and 2, are clamped between the posts 1 and transoms 3, 4. Instead, infills consisting of other weatherproof materials can also be used as filling elements between the posts 1 and transoms 3, 4.
  • the filling elements 5 are fixed in a manner known per se in the region of their side edges 6. These are clamped between the mullion profile 7 and the mullion pressure profile 8 or the transom profile 9 and the transom pressure profile 10.
  • the individual profiles 7-10 act on the side edges 6 of the filling elements 5 in the region of their side longitudinal edges 11, 12 in the conventional manner in longitudinal grooves, inwardly facing sealing strips 13th
  • the surface seal 14 contains a sealing washer 15 with mutually parallel sealing surfaces 16, 17.
  • the surface seal 14, which has a rectangular or square outline, is dimensioned such that it also bridges the gap 18 between the side edges 6 of the bar side on the filler elements 5 on their outer surface 19 on the pressure profile side.
  • the surface seal 14 has an inner cross section of the transom pressure profile 10 formed by the transom pressure profile 10 and its sealing strips 13 to fill the sealing pressure profile 20 towards the mullion pressure profile 8.
  • the sealing attachment 20 is dimensioned such that it rests under elastic prestress on the inner surface 21 of the locking pressure profile 10 and its sealing strips 13 which is flat in this area.
  • the latch pressure profile 10 normally contains on its inner surface 21 a guide web 23, which serves to stiffen and rest on the insulating web 22 of the latch profile 9 and extends in the longitudinal direction of the profile and forms the gutter, so to speak, in the area of the surface seal 14, the guide webs 23 of the latch pressure profile 10 removed so that there is a continuous inner surface 21 between the sealing strips 13.
  • the insulation profile 22 serves for thermal insulation or to prevent heat transfer from the locking profile 9 to the external locking pressure profile 10, which are extruded profiles made of aluminum in a manner known per se.
  • the insulation profile 22 also projects with two insulation webs 24 which form the side boundaries of a channel in the direction of the locking pressure profile 10.
  • the sealing attachment 20 and / or the surface seal 14, which is preferably produced in one piece with it or integrally connected to it, are made from a rubber-elastic material, in particular from a plastic with a closed cell structure.
  • a preferred embodiment relates to the configuration of the post 1 in an advantageous interaction with the surface seal 14 according to the invention in the region of the joint 2:
  • the post profile 7 enclosing a cuboidal cavity contains two sealing webs 28, 29 on its side that act on the filling elements 5 and on their side walls End-arranged receiving grooves for the filling elements 5 sealing sealing strips 13. Between the sealing webs 28, 29 protrudes from the sealing side 30 of the post profile 7, a central web 31 aligned parallel to the sealing webs 28, 29 as a carrier of the post insulation profile 32, which is designed analogously to the transom insulation profile 22.
  • a guide web 33 which projects with its U-legs in the direction of the mullion profile 7 and extends parallel to the side longitudinal edges 12, is positioned centrally between its two side longitudinal edges 12 and tangens the outer legs of the mullion insulation profile 32 with its web legs.
  • the central web 31 of the post profile 7, the post insulation profile 32 placed on it and, in continuation of the guide web 33 of the post pressure profile 8, form, in the exemplary embodiment, a right-angled angle with the plane of the filling elements 5, which is a vertically oriented middle bulkhead which defines the space between the post profile 7 and divides the mullion pressure profile 8 into two mirror spaces of the same contour.
  • the joint area shown in FIG. 11 corresponds in principle to the joint area according to FIGS. 1 and 2 only with the difference that it is intended for use not in a vertical outer wall but in a sloping roof area.
  • What is the post 1 in FIG. 1, 2 is the rafters 101 in the pitched roof area and what are the bars 3, 4 in FIG. 1, 2 are the purlins 103 and 104 in the pitched roof area.
  • In the pitched roof area there is a modified embodiment of the Surface seal 14 for use, which is therefore referred to below as inclined surface seal 114. It differs from the surface seal 14 in that it is partially covered on the outside by a waterproof surface support 140.
  • the surface support 140 consists of a metallic material.
  • the surface support 140 engages under the sealing attachment tion attachment 120 with its side edge 142.
  • the surface support 140 also has the function of a stabilizer of the surface seal 14 consisting of the described soft material, if the latter is used in its embodiment as an inclined surface seal.
  • the surface support 140 is also of particular importance because in the sloping roof or pyramid area, when using an inclined surface seal 114, the purlin pressure profiles 110 end at an interval 143 in front of the rafter pressure profile 108.
  • the inclined surface seal 114 is configured identically to the surface seal 14. Therefore, reference can be made to the description of FIGS. 1-5, as otherwise all the individual features explained on the basis of these figures correspond to one another, unless they are expressly described here as different are.
  • the surface supports 140 and their metallic material initially have the function of creating a water-impermeable channel bottom between the ends of the purlins 103, 104 and the side longitudinal edges 112 of the rafter pressure profile 108. They also serve as an optical bridge and as protection against bird pecking, because otherwise the areas in these areas Inclined surface seal 14 with its soft sealing material would be freely accessible there.
  • the rebate spaces 34 on both sides of the center bulkhead formed in the final assembly state from the central web 31, the post insulation profile 32 and the guide web 33 are blocked in the joint area with the bolt 3 by a sealing insert 35.
  • the sealing insert 35 is positioned, in particular, at the height level of the transom center web 36 or the transom insulation profile 22 placed thereon, in order to prevent further water drainage in the vertical direction 37 at this level of the post 1.
  • the outline shape of the sealing insert 35 is dependent on the cross-sectional profile of the rebate spaces 34 in the region of the junction or latching of the transom insulation profile 22 with the corresponding sealing web 28 of the post 1.
  • the sealing insert 35 in the rebate spaces 34 of the post 1 causes the water flowing away in the vertical direction 37 to be diverted into the bolt rebate space 38 above the bolt bulkhead wall, which extends horizontally between the bolt profile 9 and the bolt pressure profile 10 and due to the abutment of the center bar 36, Riegeldämmprofil 22 and guide web 23 of the transom pressure profile 10 has formed.
  • an outlet opening (not shown) is provided on the outside or weather side of the bar 3, 4, that is to say in the bar pressure profile 10, through which the water flows outward to the weather side is dissipated. This enables a single-field drainage for each field filled by a filling element 5 in the area of the lower bar 3, 4.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Building Environments (AREA)
  • Finishing Walls (AREA)

Claims (19)

  1. Structure de paroi extérieure pour des bâtiments ou pour des toits en pente, comprenant
    - des poteaux (1) ou des chevrons (101),
    - des barreaux ou traverses (3, 4) ou des pannes (103, 104), et
    - des éléments de remplissage (5) encadrés par ces derniers, en particulier en verre, qui sont enserrés entre les profilés côté intérieur des poteaux (7) et des traverses (9) et les profilés presseurs des poteaux (8) et des traverses (10), qui sont reliés du côté extérieur aux profilés de poteaux et de traverses,
    dans laquelle
    - les profilés presseurs (8) des poteaux et les profilés presseurs (10) des traverses sollicitent les éléments de remplissage (5) par leurs bords longitudinaux latéraux (12) et par des barrettes d'étanchéité (13) agencées sur lesdits bords et dépassant vers l'intérieur, et
    - dans la région de l'aboutement (2) entre une traverse (3, 4) et un côté de poteau, est agencé un joint de surface (14) qui est sollicité par les profilés de pression (8, 10), et qui recouvre d'une part la jointure (2) entre le profilé de pression de traverse (10) et le profilé de pression de poteau (8), et d'autre part l'intervalle (18) entre la bordure latérale (6) côté traverse des éléments de remplissage (5) sur leurs surfaces extérieures (19) du côté du profilé de pression,
    caractérisée en ce que
    le joint de surface (14) comporte, sur sa surface d'étanchéité extérieure (16) et dans la région du recouvrement par le profilé de pression (10) de la traverse, un talon d'étanchéité (20) qui remplit de façon étanche la section transversale intérieure du profilé de pression (10) de la traverse, section formée par le profilé de pression de la traverse (10) et par sa barrette d'étanchéité (13), en direction du profilé de pression (8) du poteau.
  2. Structure selon la revendication 1, caractérisée en ce que le talon d'étanchéité (20) est appliqué sous précontrainte élastique contre les surfaces intérieures (21) du profilé de pression (10) de la traverse et de sa barrette d'étanchéité (13).
  3. Structure selon l'une ou l'autre des revendications 1 et 2, caractérisée en ce que le talon d'étanchéité (20) est mis en place à la manière d'un coussin d'étanchéité sur le joint de surface (14).
  4. Structure selon la revendication 3, caractérisée en ce que le talon d'étanchéité (20) est relié de par sa matière avec le joint de surface (14).
  5. Structure selon la revendication 3, caractérisée en ce que le talon d'étanchéité (20) est réalisé d'une seule pièce avec le joint de surface (14).
  6. Structure selon l'une ou plusieurs des revendications précédentes, caractérisée en ce que le talon d'étanchéité (20) et/ou le joint de surface (14) sont réalisés en un produit caoutchouteux élastique, en particulier en une matière plastique de structure à cellules fermées.
  7. Structure selon l'une ou plusieurs des revendications précédentes, caractérisée en ce que le joint de surface (114) destiné à l'utilisation en tant que joint pour des surfaces obliques dans la région du toit en pente ou en pyramide, est recouvert au moins partiellement sur sa face extérieure d'une couverture de surface (140) étanche à l'eau.
  8. Structure selon la revendication 7, caractérisée en ce que la couverture de surface (140) est réalisée en un matériau métallique, en particulier en tôle d'acier inoxydable.
  9. Structure selon l'une ou l'autre des revendications 7 et 8, caractérisée en ce que la couverture de surface (140) s'étend, en direction de la plus grande pente du toit, sur toute la largeur (141) du joint de surface (114).
  10. Structure selon l'une quelconque des revendications 7 à 9, caractérisée en ce que la couverture de surface (140) engage par le dessous le talon d'étanchéité (120) par une bordure latérale (142), et stabilise de ce fait celui-ci quant à sa forme.
  11. Structure selon l'une ou plusieurs des revendications précédentes, caractérisée en ce que le profilé de pression (10) de la traverse est réalisé dans la région du talon d'étanchéité (20) sans barrette de guidage (23), laquelle est éventuellement supprimée à cet endroit.
  12. Structure selon l'une ou plusieurs des revendications précédentes, caractérisée en ce que le joint de surface (14) dans la région du profilé de traverse est doté de saillies de pincement (25, 26) qui dépassent depuis sa face intérieure (16) détournée du talon d'étanchéité (20) en direction de la barrette d'amortissement (22, 24) du profilé (9) de la traverse.
  13. Structure selon l'une ou plusieurs des revendications précédentes, caractérisée en ce que le joint de surface (14) est appliqué du côté poteau en particulier de manière étanche sur la barrette d'amortissement (22) du profilé de poteau (7).
  14. Structure selon l'une ou plusieurs des revendications précédentes, caractérisée en ce que dans la région de toiture en pente ou en pyramide, lorsqu'on utilise un joint de surface en pente (114) les profilés de pression (110) des traverses se terminent à une distance intercalaire (143) du profilé de pression (108) du poteau.
  15. Structure selon l'une ou plusieurs des revendications précédentes, caractérisée en ce qu'une cavité de feuillure (34) du poteau (1) est rebouchée dans la région de l'aboutement (2) avec la traverse (3) par un insert d'étanchéité (35), de telle façon que ledit insert renvoie l'eau qui s'écoule en descendant dans la cavité de feuillure (38) de la traverse adjacente (3), de laquelle elle est évacuée vers le côté extérieur d'un élément de remplissage (5).
  16. Structure selon la revendication 15, caractérisée
    - en ce que deux cavités de feuillure (34) sont associées à chaque poteau, lesdites cavités de feuillure étant séparées au milieu du poteau par une cloison médiane s'étendant verticalement et formée par des barrettes profilées (31, 33), ou par une barrette d'amortissement (32) qui agit entre lesdites cavités, et
    - en ce que l'insert d'étanchéité (35) est placé à peu près à la hauteur de la barrette médiane (36) de la traverse ou de la barrette d'amortissement (22) de la traverse.
  17. Structure selon l'une ou l'autre des revendications 15 ou 16, caractérisé en ce que l'insert d'étanchéité (35) est constitué en un matériau caoutchouteux élastique, en particulier une matière plastique à cellules fermées, qui est précontraint en coopération de formes et de façon étanche dans la cavité de feuillure (34) du poteau et contre l'extrémité frontale de la partie du profilé de traverse (9), adjacente au profilé de poteau (7), ainsi que de la barrette d'amortissement (22) de la traverse.
  18. Structure selon l'une ou plusieurs des revendications précédentes, caractérisée en ce que le joint de surface (14) est mis en place indépendamment de l'insert d'étanchéité (35).
  19. Structure selon l'une quelconque des revendications 7 à 10, caractérisée en ce que la couverture de surface (140) est reliée au joint de surface oblique (114), en particulier de par la matière et sur toute la surface, de préférence collée.
EP94104827A 1993-04-07 1994-03-26 Construction d'un mur extérieur pour bâtiments ou pour toits inclinés Expired - Lifetime EP0619403B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE9305308U 1993-04-07
DE9305308 1993-04-07
DE9307892 1993-05-25
DE9307892U 1993-05-25

Publications (2)

Publication Number Publication Date
EP0619403A1 EP0619403A1 (fr) 1994-10-12
EP0619403B1 true EP0619403B1 (fr) 1996-10-16

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Application Number Title Priority Date Filing Date
EP94104827A Expired - Lifetime EP0619403B1 (fr) 1993-04-07 1994-03-26 Construction d'un mur extérieur pour bâtiments ou pour toits inclinés

Country Status (3)

Country Link
EP (1) EP0619403B1 (fr)
AT (1) ATE144301T1 (fr)
DE (1) DE59400843D1 (fr)

Cited By (2)

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USD477090S1 (en) 2001-11-12 2003-07-08 Vkr Holding A/S Framing profile
DE19953675B4 (de) * 1999-11-09 2005-02-03 SCHÜCO International KG Kreuzstoßverbindung

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DE9411552U1 (de) * 1994-07-16 1994-11-10 Raico Bautechnik GmbH, 86470 Thannhausen Fassade
NO308223B1 (no) * 1995-01-07 2000-08-14 Norsk Hydro As Bygningsfasade eller tak med utsparinger for fag, spesielt for glasselementer
FR2741095B1 (fr) * 1995-11-09 1998-01-23 Harmon Cfem Facades Dispositif d'etancheite entre cadres d'une ossature pour facade du type mur-rideau
DE29620540U1 (de) * 1995-11-29 1997-02-06 W. Hartmann & Co (Gmbh & Co), 20459 Hamburg Fassadenprofilkonstruktion
DE19649942C2 (de) * 1996-12-03 2000-02-17 Wicona Bausysteme Gmbh Aus Pfosten und Riegeln in Form von Hohlprofilen aufgebaute Rahmenkonstruktion
SG75875A1 (en) * 1998-09-01 2000-10-24 Lim Hwee Hin A curtain wall system
DK199900556A (da) 1999-04-23 2000-10-24 Velux Ind As Panelsystem
DE10008370C2 (de) * 2000-02-23 2003-12-24 Evg Bauprofil System Entwicklungs & Vermarktungsgesellschaft Mbh Rahmenkonstruktion mit verbesserter Wärmedämmung
DE10200449B4 (de) * 2002-01-09 2006-03-09 Eduard Hueck Gmbh & Co Kg Pfosten-/Riegel-Konstruktion, insbesondere für Fassaden, Dächer und dergleichen
DE102004014265A1 (de) * 2004-03-24 2005-10-20 Hydro Building Systems Gmbh Verwendung eines Pfostenprofils für eine aus Pfosten und Riegeln in Form von Hohlprofilen bestehende Rahmenkonstruktion
CN103104055B (zh) * 2012-12-28 2014-11-05 上海都市绿色工程有限公司 一种玻璃墙扩展结构

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DE2916800C3 (de) * 1979-04-26 1982-02-11 Fa. Eduard Hueck, 5880 Lüdenscheid Anschluß eines Riegels an einen Pfosten einer Rahmenkonstruktion, insb. für vorgehängte Füllelemente, wie Scheiben, Paneele o.dgl.
DE3419538A1 (de) * 1984-05-25 1985-11-28 SCHÜCO Heinz Schürmann GmbH & Co, 4800 Bielefeld Fassade oder dach in einer metall-glas-ausfuehrung
US4843791A (en) * 1987-10-29 1989-07-04 The Standard Products Company Cap fitting for gasket system intersections

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DE19953675B4 (de) * 1999-11-09 2005-02-03 SCHÜCO International KG Kreuzstoßverbindung
USD477090S1 (en) 2001-11-12 2003-07-08 Vkr Holding A/S Framing profile

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ATE144301T1 (de) 1996-11-15
EP0619403A1 (fr) 1994-10-12

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