EP1653022A1 - Profiled element for structural framework - Google Patents

Profiled element for structural framework Download PDF

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Publication number
EP1653022A1
EP1653022A1 EP04021973A EP04021973A EP1653022A1 EP 1653022 A1 EP1653022 A1 EP 1653022A1 EP 04021973 A EP04021973 A EP 04021973A EP 04021973 A EP04021973 A EP 04021973A EP 1653022 A1 EP1653022 A1 EP 1653022A1
Authority
EP
European Patent Office
Prior art keywords
profile element
element according
web
threaded bolt
bolt
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Withdrawn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
EP04021973A
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German (de)
French (fr)
Inventor
Tilmann Ebert
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.)
Renovision Ingenieurgesellschaft fur Fenster und Fassade Mbh
Original Assignee
Renovision Ingenieurgesellschaft fur Fenster und Fassade Mbh
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 Renovision Ingenieurgesellschaft fur Fenster und Fassade Mbh filed Critical Renovision Ingenieurgesellschaft fur Fenster und Fassade Mbh
Priority to EP04021973A priority Critical patent/EP1653022A1/en
Publication of EP1653022A1 publication Critical patent/EP1653022A1/en
Withdrawn legal-status Critical Current

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    • 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
    • E04B2/967—Details of the cross-section of the mullions or transoms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/046—L- or T-shaped

Definitions

  • the invention relates to a profile element for a supporting framework, in particular for a façade formed from juxtaposed flat facade elements according to the preamble of claim 1.
  • Facades are often formed by juxtaposed flat facade elements such as glass, decorative panels, insulating panels or the like.
  • support frameworks are provided, as described for example in DE 198 58 497 C2.
  • Such a support framework has profiled beams which are composed of substantially flat strips of material, wherein statically supporting webs are joined vertically with retaining bolts.
  • the webs and the retaining bars are cut out of a flat material with a peripheral cutting contour.
  • protruding pin rectangular cross-section are formed at a continuous sectional contour.
  • This version of the supporting framework is mechanically highly resilient and decorated on the front decorative. However, a corresponding processing effort is required by the shape of the projections on the webs and the shape of the openings in the retaining bars.
  • the present invention has for its object to provide a profile element for a supporting framework of the generic type, through which the use of materials is optimized.
  • a profile element 1 is shown in a perspective view, with only one end-side portion is shown.
  • the profile element 1 consists of a web 2 and a perpendicular thereto arranged retaining bolt 3, which are formed from strips of material and composed a T-profile.
  • a non-visible in Fig. 1 threaded bolt is fixed, which projects through an opening in the retaining bolt 3 and on which a hexagonal sleeve 4 is screwed.
  • the hexagonal sleeve 4 acts against a washer 5 and clamped in this way the retaining bolt 3 against the web second
  • Fig. 2 the end of the web 2 is shown in a perspective view, wherein a threaded bolt 8 is shown shortly before connecting to the web 2.
  • a groove 7 is provided on a longitudinal side 6 of the web 2, which extends transversely to the longitudinal side 6 of the web 2.
  • This groove 7 has a semicircular cross section into which engages a not shown in Fig. 2 projection.
  • the threaded bolt 8 is at its longitudinal side 6 of the web 2 facing the end with provided an annular flange 9 through which results in a larger contact surface of the threaded bolt 8 on the longitudinal side 6.
  • Fig. 3 shows a side view of the web section and connected threaded bolt in an enlarged view. From this view it can be seen that the groove 7 on the longitudinal side 6 of the web 2 has a semicircular cross-section and in this groove 7 when resting the annular flange 9 on a contact surface 13 of the web 2, a projection 10 engages.
  • the projection 10 is adapted with respect to its cross-sectional shape of the shape of the groove 7.
  • the annular flange 9 is connected to the web 2 by further means, for which purpose a welding, gluing or even a connection by material deformation come into consideration.
  • Fig. 4 shows an alternative embodiment to Fig. 2, the difference being that a groove 11 is provided with triangular cross-section. Accordingly, a projection is arranged on the underside of the threaded bolt 8, which is also triangular or wedge-shaped in cross section.
  • Fig. 5 shows an embodiment in which on the longitudinal side 6 of the web 2, an elongated recess 12 is arranged.
  • This recess 12 is flat, wherein the depth preferably corresponds to the thickness of the annular flange 9, so that in this Embodiment no paragraph between the annular flange 9 and the longitudinal side 6 is formed.
  • a fastener can be screwed, preferably using hexagonal sleeves 4 as shown in Fig. 1 use.
  • These fastening means have the advantage that in the free end of the hexagonal sleeve 4 more fastening means can be screwed with a thread.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The unit has base (2) and a retaining bar in the form of flat material strips. The bar has openings that include projections, which are designed as threaded bolts (8). A ring flange (9) and a projection are found at front side end of the bolts in recesses for definitely positioning the bolts, and are engaged to the base. The bolts are friction-locked to the base. Recesses are arranged at a longitudinal side of the base facing the bar.

Description

Die Erfindung betrifft ein Profilelement für ein Stützrahmenwerk, insbesondere für eine aus nebeneinander angeordneten flächigen Fassadenelementen gebildete Fassade gemäß dem Oberbegriff des Anspruchs 1.The invention relates to a profile element for a supporting framework, in particular for a façade formed from juxtaposed flat facade elements according to the preamble of claim 1.

Häufig werden Fassaden durch nebeneinander angeordnete flächige Fassadenelemente wie Glasscheiben, Dekorplatten, Isolierpaneele oder dergleichen gebildet. Um diese Fassadenelemente auf geeignete Weise aufzunehmen, sind Stützrahmenwerke vorgesehen, wie sie beispielsweise in der DE 198 58 497 C2 beschrieben sind. Ein solches Stützrahmenwerk besitzt Profilträger, die aus im wesentlichen ebenen Materialstreifen zusammengesetzt sind, wobei statisch tragende Stege senkrecht mit Halteriegeln gefügt sind. Dabei sind die Stege und die Halteriegel mit einer umlaufenden Schnittkontur aus einem Flachmaterial ausgeschnitten. An den zu fügenden Längsseiten der Stege sind bei einer durchlaufenden Schnittkontur voneinander beabstandet hervorstehende Zapfen rechteckigen Querschnitts ausgebildet. Diese Zapfen sind in Stecköffnungen entsprechenden rechteckigen Querschnitts in den Halteriegeln eingesteckt und in diesen axial fixiert.Facades are often formed by juxtaposed flat facade elements such as glass, decorative panels, insulating panels or the like. To accommodate these facade elements in a suitable manner, support frameworks are provided, as described for example in DE 198 58 497 C2. Such a support framework has profiled beams which are composed of substantially flat strips of material, wherein statically supporting webs are joined vertically with retaining bolts. The webs and the retaining bars are cut out of a flat material with a peripheral cutting contour. At the longitudinal sides of the webs to be joined spaced protruding pin rectangular cross-section are formed at a continuous sectional contour. These pins are inserted into plug openings corresponding rectangular cross-section in the retaining bars and axially fixed in this.

Diese Ausführung des Stützrahmenwerks ist mechanisch hoch belastbar und auf der Vorderseite dekorativ gestaltet. Allerdings ist durch die Form der Vorsprünge an den Stegen und der Form der Öffnungen in den Halteriegeln ein entsprechender Bearbeitungsaufwand erforderlich.This version of the supporting framework is mechanically highly resilient and decorated on the front decorative. However, a corresponding processing effort is required by the shape of the projections on the webs and the shape of the openings in the retaining bars.

Der vorliegenden Erfindung liegt die Aufgabe zugrunde, ein Profilelement für ein Stützrahmenwerk der gattungsgemäßen Art zu schaffen, durch das der Materialeinsatz optimiert wird.The present invention has for its object to provide a profile element for a supporting framework of the generic type, through which the use of materials is optimized.

Diese Aufgabe wird durch ein Profilelement mit den Merkmalen des Anspruchs 1 gelöst.This object is achieved by a profile element with the features of claim 1.

Die Erfindung bietet den Vorteil, daß die als Stege dienenden Materialstreifen mit geringerem Materialeinsatz herstellbar sind und die als Halteriegel dienenden Materialstreifen mit leichter herstellbaren Öffnungen, beispielsweise Bohrungen, versehen sind. Darüber hinaus ist es von Vorteil, daß die Gewindebolzen, die auf der Vorderseite des Halteriegels hervorstehen, gleichzeitig zur Aufnahme von Befestigungsmitteln dienen und damit zusätzliche Schrauben und Gewindebohrungen vermieden werden. Damit die Gewindebolzen an dem Steg in geeigneter Weise zur Aufnahme von Kräften gehalten werden, sind weitere Mittel zur kraftschlüssigen Befestigung vorgesehen, wie beispielsweise eine Schweißverbindung, eine Verbindung mittels Klebstoff oder eine Verbindung durch Materialverformung.

Fig. 3
eine seitliche Ansicht eines Stegausschnittes und verbundenem Gewindebolzen in vergrößerter Darstellung,
Fig. 4
eine alternative Ausführung zu Fig. 2,
Fig. 5
eine weitere alternative Ausführung zu Fig. 2 und 4.
The invention has the advantage that serving as webs strips of material can be produced with less material and the material serving as a retaining strip of material with easier to produce openings, such as holes, are provided. Moreover, it is advantageous that the threaded bolts that protrude on the front of the retaining bolt, at the same time serve to receive fasteners and thus additional screws and tapped holes are avoided. In order that the threaded bolts are held at the web in a suitable manner for receiving forces, further means for frictional attachment are provided, such as a welded joint, a connection by means of adhesive or a connection by material deformation.
Fig. 3
a side view of a web section and connected threaded bolt in an enlarged view,
Fig. 4
an alternative embodiment to Fig. 2,
Fig. 5
a further alternative embodiment to Fig. 2 and 4.

In Fig. 1 ist ein Profilelement 1 in perspektivischer Ansicht gezeigt, wobei lediglich ein endseitiger Abschnitt dargestellt ist. Das Profilelement 1 besteht aus einem Steg 2 und einem rechtwinkelig dazu angeordneten Halteriegel 3, welche aus Materialstreifen gebildet sind und zusammengesetzt ein T-Profil ergeben. An dem Streifen 2 ist ein in Fig. 1 nicht sichtbarer Gewindebolzen befestigt, der durch eine Öffnung im Halteriegel 3 ragt und auf den eine Sechskanthülse 4 geschraubt ist. Die Sechskanthülse 4 wirkt gegen eine Unterlegscheibe 5 und spannt auf diese Weise den Halteriegel 3 gegen den Steg 2.In Fig. 1, a profile element 1 is shown in a perspective view, with only one end-side portion is shown. The profile element 1 consists of a web 2 and a perpendicular thereto arranged retaining bolt 3, which are formed from strips of material and composed a T-profile. On the strip 2, a non-visible in Fig. 1 threaded bolt is fixed, which projects through an opening in the retaining bolt 3 and on which a hexagonal sleeve 4 is screwed. The hexagonal sleeve 4 acts against a washer 5 and clamped in this way the retaining bolt 3 against the web second

In Fig. 2 ist das Ende des Steges 2 in perspektivischer Darstellung gezeigt, wobei ein Gewindebolzen 8 kurz vor dem Verbinden mit dem Steg 2 dargestellt ist. Zur definierten Positionierung des Gewindebolzens 8 ist an einer Längsseite 6 des Steges 2 eine Nut 7 vorgesehen, die quer zur Längsseite 6 des Steges 2 verläuft. Diese Nut 7 hat einen halbkreisförmigen Querschnitt, in den ein in Fig. 2 nicht dargestellter Vorsprung eingreift. Der Gewindebolzen 8 ist an seinem der Längsseite 6 des Steges 2 zugewandten Ende mit einem Ringflansch 9 versehen, durch den sich eine größere Anlagefläche des Gewindebolzens 8 an der Längsseite 6 ergibt.In Fig. 2, the end of the web 2 is shown in a perspective view, wherein a threaded bolt 8 is shown shortly before connecting to the web 2. For defined positioning of the threaded bolt 8, a groove 7 is provided on a longitudinal side 6 of the web 2, which extends transversely to the longitudinal side 6 of the web 2. This groove 7 has a semicircular cross section into which engages a not shown in Fig. 2 projection. The threaded bolt 8 is at its longitudinal side 6 of the web 2 facing the end with provided an annular flange 9 through which results in a larger contact surface of the threaded bolt 8 on the longitudinal side 6.

Die Fig. 3 zeigt eine seitliche Ansicht des Stegausschnittes und verbundenem Gewindebolzen in vergrößerter Darstellung. Aus dieser Ansicht ist ersichtlich, daß die Nut 7 an der Längsseite 6 des Steges 2 einen halbkreisförmigen Querschnitt besitzt und in diese Nut 7 bei Aufliegen des Ringflansches 9 an einer Anlagefläche 13 des Steges 2 ein Vorsprung 10 eingreift. Der Vorsprung 10 ist bezüglich seiner Querschnittsform der Form der Nut 7 angepaßt. Zur kraftaufnehmenden Verbindung zwischen dem Gewindebolzen 8 und dem Steg ·2 ist der Ringflansch 9 mit dem Steg 2 durch weitere Mittel verbunden, wobei hierfür eine Verschweißung, ein Verkleben oder auch eine Verbindung durch Materialumformung in Betracht kommen.Fig. 3 shows a side view of the web section and connected threaded bolt in an enlarged view. From this view it can be seen that the groove 7 on the longitudinal side 6 of the web 2 has a semicircular cross-section and in this groove 7 when resting the annular flange 9 on a contact surface 13 of the web 2, a projection 10 engages. The projection 10 is adapted with respect to its cross-sectional shape of the shape of the groove 7. For force-absorbing connection between the threaded bolt 8 and the web · 2, the annular flange 9 is connected to the web 2 by further means, for which purpose a welding, gluing or even a connection by material deformation come into consideration.

Die Fig. 4 zeigt eine alternative Ausführung zu Fig. 2, wobei der Unterschied darin besteht, daß eine Nut 11 mit dreieckförmigem Querschnitt vorgesehen ist. Entsprechend ist an der Unterseite des Gewindebolzens 8 ein Vorsprung angeordnet, der ebenfalls im Querschnitt dreieckförmig bzw. keilförmig ist.Fig. 4 shows an alternative embodiment to Fig. 2, the difference being that a groove 11 is provided with triangular cross-section. Accordingly, a projection is arranged on the underside of the threaded bolt 8, which is also triangular or wedge-shaped in cross section.

Die Fig. 5 zeigt eine Ausführung, bei der an der Längsseite 6 des Steges 2 eine längliche Vertiefung 12 angeordnet ist. Diese Vertiefung 12 ist flach, wobei die Tiefe vorzugsweise der Dicke des Ringflansches 9 entspricht, so daß bei dieser Ausführungsform kein Absatz zwischen dem Ringflansch 9 und der Längsseite 6 entsteht.Fig. 5 shows an embodiment in which on the longitudinal side 6 of the web 2, an elongated recess 12 is arranged. This recess 12 is flat, wherein the depth preferably corresponds to the thickness of the annular flange 9, so that in this Embodiment no paragraph between the annular flange 9 and the longitudinal side 6 is formed.

Auf den Gewindebolzen 8 gemäß Darstellung in den Fig. 2 bis 5 ist ein Befestigungsmittel aufschraubbar, wobei vorzugsweise Sechskanthülsen 4 gemäß Darstellung in Fig. 1 Verwendung finden. Diese Befestigungsmittel haben den Vorteil, daß in das freie Ende der Sechskanthülse 4 weitere Befestigungsmittel mit einem Gewinde eingeschraubt werden können.On the threaded bolt 8 as shown in FIGS. 2 to 5, a fastener can be screwed, preferably using hexagonal sleeves 4 as shown in Fig. 1 use. These fastening means have the advantage that in the free end of the hexagonal sleeve 4 more fastening means can be screwed with a thread.

Claims (13)

Profilelement (1) für ein Stützrahmenwerk, insbesondere für eine aus nebeneinander angeordneten flächigen Fassadenelementen gebildete Fassade, wobei das Profilelement aus im wesentlichen ebenen Materialstreifen zusammengesetzt ist, von denen ein Materialstreifen als Steg (2) und ein Materialsteifen als Halteriegel (3) dient, die senkrecht gegeneinander gefügt sind, und in dem Halteriegel (3) Öffnungen vorgesehen sind, in die am Steg (2) angeordnete Vorsprünge greifen,
dadurch gekennzeichnet, daß die Vorsprünge als Gewindebolzen ausgebildet sind, und an einer dem Halteriegel (3) zugewandten Längsseite (6) des Steges (2) mehrere über die Länge des Steges (2) verteilt angeordnete Ausnehmungen (7, 11, 12) vorgesehen sind, in die ein am stirnseitigen Ende des Gewindebolzens (8) befindliches Formelement (9, 10) zur definierten Positionierung des Gewindebolzens (8) am Steg (2) eingreift, und der Gewindebolzen (8) durch weitere Mittel kraftschlüssig am Steg (2) befestigt ist.Profile element (1) for a supporting framework, in particular for a façade formed of juxtaposed flat facade elements, wherein the profile element is composed of substantially flat strips of material, of which a strip of material as a web (2) and a material stiffeners as a retaining bolt (3), the perpendicular to each other are joined, and in the retaining bolt (3) openings are provided, in the web (2) arranged projections engage,
characterized in that the projections are formed as threaded bolts, and on a the retaining bolt (3) facing the longitudinal side (6) of the web (2) a plurality over the length of the web (2) distributed recesses (7, 11, 12) are provided , in which a at the front end of the threaded bolt (8) befindliches mold element (9, 10) for defined positioning of the threaded bolt (8) on the web (2) engages, and the threaded bolt (8) fixed by other means non-positively on the web (2) is. Profilelement nach Anspruch 1,
dadurch gekennzeichnet, daß die Ausnehmungen (7, 11) im wesentlichen quer zum Steg (2) verlaufende Nuten sind.Profile element according to claim 1,
characterized in that the recesses (7, 11) are substantially transversely to the web (2) extending grooves. Profilelement nach Anspruch 2,
dadurch gekennzeichnet, daß die Nuten (11) einen keilförmigen bzw. dreieckigen Querschnitt aufweisen.Profile element according to claim 2,
characterized in that the grooves (11) have a wedge-shaped or triangular cross section. Profilelement nach Anspruch 2,
dadurch gekennzeichnet, daß die Nuten (7) einen im wesentlichen halbkreisförmigen Querschnitt aufweisen.Profile element according to claim 2,
characterized in that the grooves (7) have a substantially semicircular cross section. Profilelement nach Anspruch 1,
dadurch gekennzeichnet, daß die Ausnehmungen (12) als flache, längliche Vertiefungen ausgestaltet sind und vorzugsweise die Form eines Rechtecks besitzen.Profile element according to claim 1,
characterized in that the recesses (12) are designed as flat, elongated recesses and preferably have the shape of a rectangle. Profilelement nach einem der Ansprüche 1 bis 5,
dadurch gekennzeichnet, daß das Formelement (9, 10) einstückig mit dem Gewindebolzen (8) ausgebildet ist.Profile element according to one of claims 1 to 5,
characterized in that the shaped element (9, 10) is formed integrally with the threaded bolt (8). Profilelement nach einem der Ansprüche 2 bis 4 oder 6,
dadurch gekennzeichnet, daß das Formelement ein länglicher Vorsprung (10) ist, dessen Querschnitt der Nutform angepaßt ist.Profile element according to one of claims 2 to 4 or 6,
characterized in that the shaped element is an elongated projection (10) whose cross section is adapted to the groove shape. Profilelement nach einem der Ansprüche 5 oder 6,
dadurch gekennzeichnet, daß an dem stirnseitigen Ende des Gewindebolzens (8) ein Ringflansch (9) ausgebildet ist.Profile element according to one of claims 5 or 6,
characterized in that at the front end of the threaded bolt (8) an annular flange (9) is formed. Profilelement nach Anspruch 5 und 8,
dadurch gekennzeichnet, daß der Ringflansch (9) als Formelement dient.Profile element according to claim 5 and 8,
characterized in that the annular flange (9) serves as a shaped element. Profilelement nach einem der Ansprüche 1 bis 9,
dadurch gekennzeichnet, daß das weitere Mittel zur kraftschlüssigen Verbindung ein Klebstoff ist.Profile element according to one of claims 1 to 9,
characterized in that the further means for frictional connection is an adhesive. Profilelement nach einem der Ansprüche 1 bis 9,
dadurch gekennzeichnet, daß das weitere Mittel zur kraftschlüssigen Verbindung eine stoffschlüssige Verbindung, insbesondere Schweißverbindung, ist.Profile element according to one of claims 1 to 9,
characterized in that the further means for frictional connection is a cohesive connection, in particular welded connection. Profilelement nach einem der Ansprüche 1 bis 9,
dadurch gekennzeichnet, daß das weitere Mittel zur kraftschlüssigen Verbindung eine Materialverformung ist.Profile element according to one of claims 1 to 9,
characterized in that the further means for frictional connection is a material deformation. Profilelement nach einem der Ansprüche 1 bis 12,
dadurch gekennzeichnet, daß der Gewindebolzen (8) durch die Öffnung im Halteriegel (3) ragt und auf dem freien Ende eine Gewindehülse (4) aufschraubbar ist.Profile element according to one of claims 1 to 12,
characterized in that the threaded bolt (8) protrudes through the opening in the retaining bolt (3) and on the free end a threaded sleeve (4) can be screwed.
EP04021973A 2004-10-18 2004-10-18 Profiled element for structural framework Withdrawn EP1653022A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP04021973A EP1653022A1 (en) 2004-10-18 2004-10-18 Profiled element for structural framework

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Application Number Priority Date Filing Date Title
EP04021973A EP1653022A1 (en) 2004-10-18 2004-10-18 Profiled element for structural framework

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EP1653022A1 true EP1653022A1 (en) 2006-05-03

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102006051594B4 (en) * 2006-11-02 2012-03-29 Wilhelm Karmann Gmbh Method for assembling a hardtop convertible top

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2028615A (en) * 1934-01-08 1936-01-21 Julius J Ohlis Glazing structure
DE8915332U1 (en) * 1989-06-06 1990-04-12 Glasbau Seele Gmbh, 8906 Gersthofen, De
DE4300339A1 (en) * 1993-01-08 1994-07-14 Woschko Gmbh Metal frame
EP0952270A2 (en) * 1998-04-21 1999-10-27 SCHÜCO International KG Loadbearing sections for mullion-transom-art façades, awnings, canopy roofs or the like
DE19858497A1 (en) * 1998-12-18 2000-07-06 Renovision Ingenieurgesellscha Support framework for glass panels and decor plates etc has profiled supports with supporting webs with protruding spaced studs along long sides to push into openings of cross ties
DE20314412U1 (en) * 2003-09-16 2003-11-06 Renovision Ingenieurgesellscha Profiled element for support framework has threaded bolts on bridge to fit in holes in mounting bar, and recesses distributed over length of bridge on one longitudinal side for engagement of preformed element on end face of threaded bolt

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2028615A (en) * 1934-01-08 1936-01-21 Julius J Ohlis Glazing structure
DE8915332U1 (en) * 1989-06-06 1990-04-12 Glasbau Seele Gmbh, 8906 Gersthofen, De
DE4300339A1 (en) * 1993-01-08 1994-07-14 Woschko Gmbh Metal frame
EP0952270A2 (en) * 1998-04-21 1999-10-27 SCHÜCO International KG Loadbearing sections for mullion-transom-art façades, awnings, canopy roofs or the like
DE19858497A1 (en) * 1998-12-18 2000-07-06 Renovision Ingenieurgesellscha Support framework for glass panels and decor plates etc has profiled supports with supporting webs with protruding spaced studs along long sides to push into openings of cross ties
DE19858497C2 (en) 1998-12-18 2002-01-10 Renovision Ingenieurgesellscha Supporting framework for a facade
DE20314412U1 (en) * 2003-09-16 2003-11-06 Renovision Ingenieurgesellscha Profiled element for support framework has threaded bolts on bridge to fit in holes in mounting bar, and recesses distributed over length of bridge on one longitudinal side for engagement of preformed element on end face of threaded bolt

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102006051594B4 (en) * 2006-11-02 2012-03-29 Wilhelm Karmann Gmbh Method for assembling a hardtop convertible top

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