EP1582643B1 - Système de montant/traverse avec les appuis moins évidents - Google Patents

Système de montant/traverse avec les appuis moins évidents Download PDF

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Publication number
EP1582643B1
EP1582643B1 EP05006614A EP05006614A EP1582643B1 EP 1582643 B1 EP1582643 B1 EP 1582643B1 EP 05006614 A EP05006614 A EP 05006614A EP 05006614 A EP05006614 A EP 05006614A EP 1582643 B1 EP1582643 B1 EP 1582643B1
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EP
European Patent Office
Prior art keywords
post
fastening elements
catch system
vertical
horizontal
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.)
Not-in-force
Application number
EP05006614A
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German (de)
English (en)
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EP1582643A2 (fr
EP1582643A3 (fr
Inventor
Franz Reifer
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.)
Frener & Reifer Metallbau GmbH
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Frener & Reifer Metallbau GmbH
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Publication of EP1582643A2 publication Critical patent/EP1582643A2/fr
Publication of EP1582643A3 publication Critical patent/EP1582643A3/fr
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Publication of EP1582643B1 publication Critical patent/EP1582643B1/fr
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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
    • E04B2/967—Details of the cross-section of the mullions or transoms
    • 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

Definitions

  • the invention relates to a mullion-transom system with a narrow face width.
  • Post-and-beam systems are used to construct buildings that use glass or other panels. Examples are shop windows, glass or clad facades, conservatories and similar uses. Basically, these mullion and transom systems have a supporting structure comprising elements in the vertical direction (posts) and elements in the horizontal direction (bars). This support structure can be made for example of a steel profile.
  • the pressure bars are connected by screws to the support elements. Since a direct contact between the glass and the metallic material of the screw is to be prevented in this case, these screws must be coated with a sheath made of a suitable material, for example with a plastic. For reasons of strength, these screws must have a predetermined minimum diameter.
  • a mullion and transom system in which between the support elements and the pressure bars existing dividers both serve as a protective coating as well as in connection with a screw as a connecting element. Also in this example according to the prior art predetermined minimum diameter for the screws and thus minimum widths for the dividers are necessary.
  • An advantageous aspect of the invention is that this post and beam system can be mounted on the site easier and thus cheaper.
  • the object of the invention is achieved by a mullion and transom system according to claim 1 and according to claim 2.
  • a post-and-rail system according to the invention for constructing a building is constructed as follows:
  • the posts are not arranged vertically, but inclined.
  • the slope can be adapted to the slope of a roof.
  • support elements are preferably made of a metallic material such as steel tubes, profiles or aluminum profiles, but according to the structural requirements also suitable non-metallic materials such as multiple compound glass can be used.
  • suitable non-metallic materials such as multiple compound glass can be used.
  • glass swords made of triple laminated glass are used.
  • the fastening elements have a substantially rectangular shape with a small thickness and are connected to these in the region of openings provided in the support elements.
  • the weight forces of the plates are absorbed by at least one support, which supports the lower end face of the plates.
  • a fastening element is produced in one piece from a metal plate. This allows a thin design of the fastener over its entire surface, so that the fastener can be considered essentially as a two-dimensional element. Due to the material used is also a sufficient Strength for the intended use namely the secure attachment of pressure bars and the holding of plates on the formed of vertical posts and horizontal beams support structure ensured.
  • the vertical fastening elements on a hook-shaped by a recess connecting portion which is positively engageable in the assembled state with a wall of a post in engagement.
  • the strength of the fastener is a maximum of 1mm.
  • the horizontal fasteners have a connection portion provided with a hole.
  • the hole In the assembled state, the hole is engageable by a bolt with a wall of the bolt.
  • the axis of the hole is normal to the fastener.
  • Fasteners with connecting portions formed in this way are not limited to the range of horizontal bars, but for example, also in sloping roof posts or trained in glass swords post used.
  • the side facing the support elements of the elements described in each case as the inside and the pressure bars facing side is referred to as the outside.
  • the fasteners according to the invention are therefore extremely simple in design, since they are simply executed as a two-dimensional component, for example by punching.
  • the spring force of seals is used, which are provided on the one hand between the pressure bars and the outside of the plate and on the other hand between the support members and the inside of the plate.
  • the plates are spaced apart by spacers, wherein the seals are provided respectively at the outside of the outermost plate and the inside of the innermost plate.
  • the plates consist of a double glazing, wherein the spacer is designed in the form of the edge bond of the two glass panes.
  • the large weight forces of the plates are absorbed by at least one support of a high-strength material.
  • these supports are coated with a protective layer to prevent direct contact between the plate and the bearing material.
  • the supports are made of a manganese steel and the protective layer is made of a plastic.
  • the supports are formed plate-like with a rectangular shape. But it is also possible, the supports with an L, T, C, or H-shaped cross section in such a way that the supports project beyond the upper or upper and lower edge region of the plate.
  • the support elements For receiving the connecting elements, the support elements have openings provided at regular intervals, wherein these openings are formed in a preferred embodiment as elongated holes. In another preferred embodiment, the openings are formed as recesses in a central glass post, wherein the vertical edge of the opening is formed by adjacent provided glass posts.
  • the vertical fasteners have at their inner end on the underside a recess which serves to engage with the post wall below the respective opening so as to positively connect the fastener to the post.
  • the recess is preferably made rectangular, but it may for example also be trapezoidal, or trapezoidal in the lower region and be rectangular in the upper region to facilitate the attachment of the fastener to the post wall. But it is also possible to connect the fasteners by means of a screw, a welded joint or a combination of screw and welded connection with the post.
  • the horizontal fastening elements are preferably connected by a screw connection with the bolts.
  • the connection between the horizontal fasteners and the bars may alternatively be carried out as a welded joint or as an adhesive bond.
  • fitted elements which are preferably carried out in a cylindrical shape.
  • Each of these fitting elements is engaged with a groove in the pressure bar, wherein the shape of the groove corresponds to the shape of the fitting element.
  • the fitting elements are secured by means of a suitable screw or adhesive.
  • the pressure bars and the fastening elements are connected by means of a clamping pin.
  • the mating elements and the grooves may have any polygonal shape instead of a cylindrical shape.
  • a shape with an elliptical or a hexagonal cross-section is possible.
  • This part of the final assembly activities of the mullion-and-transom system can be carried out at the factory, rather than at the construction site, under more favorable installation conditions, which is an advantage in terms of both work and cost.
  • the pressure bars together with the fasteners in a single extrusion process and a further operation, for example. Punching or integrally forming thermal cutting.
  • the vertical pressure bars are connected by connecting the connecting portions of the vertical fasteners in the region of the respective openings with the posts, and the horizontal pressure bars by connecting the horizontal fasteners in the region of the respective openings with connected to the bars.
  • the pressure bars are provided with at least one further groove and a recess to receive the outer sealing elements.
  • the shape of the pressure bars to the outside is not limited. For example, they may be straight without gradations, with at least one step, with a curved outer surface, U-shaped, or any other shape. It is also possible to combine pressure bars of different shapes. In addition, it is possible to additionally attach a Klips advisor as a cover of the pressure bar on the pressure bars. In a preferred embodiment, two grooves or recesses are executed on the inside of the pressure bars.
  • the seals are designed as wedge seals and are attached only after the Druckologicalnmontage.
  • the fasteners are preferably formed of a stainless steel material, but may be formed depending on the static requirements, for example, an aluminum alloy or even a non-metallic material.
  • vertical posts 1 and horizontal bars 4 form one Support structure, are attached to the vertical pressure bars 2 and horizontal pressure bars 2.
  • two plates Gi, Ga are held according to the embodiment on both sides of the post 1, as well as above and below the bolt 4.
  • the plates Gi, Ga are designed as glass panes, which together with an edge seal 10 form a Isolierglaspaneel.
  • Fig. 1a and 1b show the attachment of the vertical pressure bar 2 to the post 1.
  • long holes 1a are provided at regular intervals.
  • an EPDM seal 6 is provided, whose length coincides with the length of the post 1.
  • the inner and outer glass plates Gi, Ga are connected to a marginal composite 10, which ensures that the distance between the inner and outer glass plates Gi, Ga remains the same.
  • an existing of a silicone wedge seal 7 outer glazing gasket 7 is provided.
  • the length of the outer glazing gasket 7 corresponds to the length of the vertical pressure strip 2.
  • both seals 6, 7 corresponding holes are provided in the region of the slots 1a.
  • a vertical fastener 3 which has a substantially rectangular shape with a thickness of 1mm.
  • the fastener 3 is made according to the embodiment of a stainless steel.
  • a cylindrical bolt 3a is welded according to the embodiment, whose outer diameter corresponds to the inner diameter of a cylindrical groove 2a in the pressure bar 2.
  • a threaded hole for receiving a locking screw which is designed in the described embodiment as a grub screw 12.
  • a rectangular recess 3b extending from the underside is provided, so that the side of the fastening element opposite the bolt 3a is hook-shaped.
  • the first of the bolt 3 a of the fastener 3 is inserted into the groove 2 a provided with the seal 7 pressure bar 2 and secured with the grub screw 12, which is guided by the threaded hole present in the bolt 3 a.
  • the pressure bar 2 is provided with a groove 2b and a recess 2c to receive the seal 7. The process up to this condition can already be carried out in advance in the factory.
  • the insulating glass panel Gi, Ga, 10 is held to the post 1 provided with the gasket 6.
  • the weight of the glass plates of supports 8 is recorded, which will be described later.
  • Fig. 2a and 2b the attachment of the horizontal pressure bar 2 on the latch 4 can be seen.
  • This attachment takes place in an analogous manner, such as the attachment of the pressure bar 2 to the post 4, wherein the only difference in the attachment of the respective fastening element 5 to the latch 4.
  • a threaded hole 5b is provided in the region of the inner narrow side instead of the recess 3b, which serves to fasten the horizontal fastening element 5 by means of a threaded pin 5c in the region of the slot 4a on the latch.
  • the glass plates G1, Ga are provided with a cell belt 9 in the area between pressure bar 2 and post 1 or bar 4.
  • the supports 8 serve to absorb the weight of the glass plates Gi, Ga.
  • two supports 8 are provided in the region of the interface of posts 1 and 4 bars. These supports 8 are made of a manganese steel and in an area left and right of the Post 1 attached to the latch 2 when the entire construction is viewed from the outside.
  • the attachment is made according to the embodiment by means of a welded connection.
  • the supports 8 are substantially rectangular, plate-shaped and have a thickness of 3mm. To avoid direct contact between glass and steel, the supports 8 are coated on their upper side with a plastic support block 13, on which the glass plates Gi, Ga rest.
  • Fig. 4a and 4b show a second embodiment of the invention.
  • the support elements consist of glass swords 21, which are made of a triple laminated glass.
  • two outer glass members 21a hold a middle glass member 21m therebetween.
  • recesses 21b are formed, which serve to receive the corresponding fastening elements 3.
  • the fastening elements 23 are rounded in the connection area and provided with a bore 23 b. They are connected by means of a bolt 23c with the glass elements 21a.
  • Fig. 5a and 5b show the attachment of the pressure bars in the roof area according to a third embodiment of the invention.
  • the fastening elements 5 for the roof posts are the same as the fastening elements 5 for the bars according to the first embodiment.
  • the fasteners So are connected by means of a screw 5b, 5c with the post 1.
  • a round cord 16 is wound around the fastening element in the region of the edge composite 10.
  • the area between the outer glass panes Ga is additionally sealed by a permanently elastic seal made of silicone, wherein the round cord 16 serves as the substrate of the seal and prevents the silicone seal from sagging before curing.
  • the connection between the fastening element 5 and the pressure bar 32 on the fastening element is effected by a clamping pin 15 which is guided by the pressure bar 32 and a slot 5d provided in the fastening element 5.
  • a clip strip 33 is placed over the pressure bar 32, engaging lateral projections 32d of the pressure bar.
  • the clip strip serves as an additional weather protection, but also fulfills a creative function.
  • Fig. 6a and 6b correspond with the exception of the fastener 5 substantially Fig. 5a or 5b.
  • the fastening element 5 is welded at its inner edge vertically to the central region of a metal plate 5e. Above and below the fastening element 5 is in each case a through hole in the metal plate, so that the metal plate 5e and thus the fastening element 5 can be screwed by means of two screws to the post 1.
  • a mullion and transom system with a very narrow face width of 30mm is provided. Moreover, with the construction just described, it is possible to perform some of the required assembly work in advance in the factory under more favorable working conditions than at the construction site.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Tents Or Canopies (AREA)

Claims (25)

  1. Système montants-traverses destiné à former une construction comprenant :
    des montants verticaux (1) faisant partie d'une construction porteuse, qui serrent conjointement avec des barres de pression verticales (2) et des éléments d'étanchéité (6, 7), au moins un panneau (Gi, Ga) sur ses zones de bordure verticales, afin de maintenir celui-ci, sachant qu'ils sont reliés au moyen d'éléments de fixation verticaux (3) ; et
    des traverses horizontales (4) faisant partie de la construction porteuse, qui serrent, conjointement avec des barres de pression (2, 32) horizontales dans un matériau et des éléments d'étanchéité (6, 7), au moins un panneau (Gi, Ga) sur ses zones de bordure horizontales, afin de maintenir celui-ci, sachant qu'elles sont reliées au moyen d'éléments de fixation horizontaux (5) ;
    au moins un appui (8) dans un matériau de plus grande rigidité qui supporte le poids des plateaux (Gi, Ga) sur leur face frontale inférieure,
    sachant que les montants (1) et les traverses (4) présentent à distances égales des ouvertures (1a, 4a) prévues pour recevoir les éléments de fixation (3, 5) qui sont essentiellement rectangulaires et en forme de plateau, chaque élément de fixation (3, 5) présente sur son extrémité intérieure une section de liaison (3b, 5b) qui est reliée au montant (1) et/ou à la traverse (4) au niveau de l'ouverture respective (1a, 2a), et chaque élément de fixation (3, 5) présente sur son extrémité extérieure un élément d'ajustement (3a, 5a, 23a) qui est en prise avec une encoche (2a) correspondante prévue dans les barres de pression (2, 32),
    sachant que la section de liaison (3b) des éléments de fixation verticaux (3) est formée comme un crochet par un évidement qui peut être mis en prise par adaptation de forme avec une paroi du montant (1) en l'état monté et l'épaisseur des éléments de fixation verticaux (3) est inférieure ou égale à 1 mm.
  2. Système montants-traverses destiné à former une construction comprenant :
    des montants verticaux (1) faisant partie d'une construction porteuse, qui serrent conjointement avec des barres de pression verticales (2) et des éléments d'étanchéité (6, 7) au moins un panneau (Gi, Ga) sur ses zones de bordure verticales, afin de maintenir celui-ci, sachant qu'ils sont reliés au moyen d'éléments de fixation verticaux (3) ; et
    des traverses horizontales (4) faisant partie de la construction porteuse, qui serrent, conjointement avec des barres de pression (2, 32) horizontales dans un matériau et des éléments d'étanchéité (6, 7), au moins un panneau (Gi, Ga) sur ses zones de bordure horizontales, afin de maintenir celui-ci, sachant qu'elles sont reliées au moyen d'éléments de fixation horizontaux (5) ;
    au moins un appui (8) dans un matériau de plus grande rigidité qui supporte le poids des plateaux (Gi, Ga) sur leur face frontale inférieure,
    sachant que les montants (1) et les traverses (4) présentent à distances égales des ouvertures (1a, 4a) prévues pour recevoir les éléments de fixation (3, 5) qui sont essentiellement rectangulaires et en forme de plateau, chaque élément de fixation (3, 5) présente sur son extrémité intérieure une section de liaison (3b, 5b) qui est reliée au montant (1) et/ou à la traverse (4) au niveau de l'ouverture respective (1a, 2a), et chaque élément de fixation (3, 5) présente sur son extrémité extérieure un élément d'ajustement (3a, 5a, 23a) qui est en prise avec une encoche (2a) correspondante prévue dans les barres de pression (2, 32),
    sachant que la section de liaison (3b) des éléments de fixation (3, 5) est munie d'un trou (5b, 23b) qui peut être mis en prise en l'état monté avec une paroi du montant (1) respectivement de la traverse (4) par un boulon (5c, 23c), sachant que l'axe du trou est normalement sur l'élément de fixation (3, 5) et l'épaisseur des éléments de fixation (3, 5) est inférieure ou égale à 1 mm.
  3. Système montants-traverses selon la revendication 1 ou 2, dans lequel les éléments d'ajustement (3a, 5a, 23a) et l'encoche (2a) sont cylindriques et/ou sont formés avec une section transversale polygonale.
  4. Système montants-traverses selon l'une des revendications 1 à 3, dans lequel les éléments de fixation (3, 5) présentent au niveau d'une barre de pression (2, 32) un élément d'ajustement commun (3a, 5a, 23a) qui s'étend sur toute la longueur de la barre de pression (2, 32).
  5. Système montants-traverses selon l'une des revendications 1 à 4, dans lequel chaque élément d'ajustement (3a, 5a) a une sécurité antidéplacement.
  6. Système montants-traverses selon la revendication 5, dans lequel comme sécurité antidéplacement des éléments de fixation (3, 5), une vis sans tête (12) est utilisée qui est dirigée depuis le côté de la construction porteuse à travers un trou fileté placé au-dessus de l'élément de fixation (3) respectivement à côté de l'élément de fixation (5) dans l'élément d'ajustement correspondant (3a, 5a, 23a) contre la barre de pression (2).
  7. Système montants-traverses selon la revendication 1 ou 2, dans lequel les barres de pression verticales et/ou horizontales (2, 32) sont formées sur toute leur longueur de manière monobloc avec les éléments de fixation verticaux et/ou horizontaux (3).
  8. Système montants-traverses selon la revendication 1 ou 2, dans lequel les barres de pression verticales et/ou horizontales (2, 32) sont reliées aux éléments de fixation (3, 5) respectifs au moyen d'une goupille de serrage (15).
  9. Système montants-traverses selon les revendications 1 à 8, dans lequel un évidement dans la section de liaison (3b) des éléments de fixation verticaux (3) est un évidement rectangulaire ou trapézoïdal ou un évidement polygonal.
  10. Système montants-traverses selon les revendications 2 à 9, dans lequel dans la section de liaison des éléments de fixation verticaux (3), un trou fileté (3b) est formé, sachant que l'élément de fixation (3) peut être fixé sur le montant (1) au moyen d'une tige filetée (3c).
  11. Système montants-traverses selon les revendications 2 à 9, dans lequel sur l'extrémité intérieure (3b) des éléments de fixation verticaux (3), un panneau est prévu qui est vissé avec le montant (1) pour fixer l'élément de fixation (3) sur le montant (1).
  12. Système montants-traverses selon les revendications 1 à 11, dans lequel les éléments de fixation horizontaux et verticaux (3, 5) sont fabriqués en acier inoxydable ou dans un alliage d'aluminium ou dans un matériau non métallique.
  13. Système montants-traverses selon les revendications 1 à 12, dans lequel les éléments de fixation (3, 5) sont revêtus pour empêcher un contact direct du matériau du panneau avec le matériau des éléments de fixation (3, 5).
  14. Système montants-traverses selon la revendication 13, dans lequel le revêtement est effectué au moyen d'une mousse cellulaire (9) et/ou d'un cordonnet (16).
  15. Système montants-traverses selon les revendications 1 à 14, dans lequel le trou (5b) des éléments de fixation horizontaux (5) est formé pour être relié à la traverse comme trou fileté (5b).
  16. Système montants-traverses selon les revendications 1 à 15, dans lequel les éléments de fixation horizontaux (5) sont reliés par soudage et/ou collage à la traverse (4) respective.
  17. Système montants-traverses selon les revendications 1 à 16, dans lequel les appuis (8) sont en acier au manganèse.
  18. Système montants-traverses selon les revendications 1 à 17, dans lequel les appuis (8) sont placés par soudage et/ou raccord vissé sur la traverse (4) respective.
  19. Système montants-traverses selon les revendications 1 à 18, dans lequel les appuis (8) sont formés en faisant saillie afin de dépasser au-dessus de la face avant inférieure du panneau supérieur (Ga).
  20. Système montants-traverses selon les revendications 1 à 19, dans lequel les appuis (8) sont formés avec une section transversale en T pour faire saillie tant au-dessus de la face avant supérieure du panneau inférieur (Ga) qu'au-dessus de la face avant inférieure du panneau supérieur (Ga).
  21. Système montants-traverses selon les revendications 1 à 20, dans lequel les montants (1) et/ou les traverses (4) sont fabriqués dans un matériau métallique ou dans un verre composite.
  22. Système montants-traverses selon les revendications 1 à 21, dans lequel les ouvertures (1a, 4a) sont formées comme des trous oblongs (1a, 4a).
  23. Système montants-traverses selon les revendications 1 à 22, dans lequel les barres de pression verticales et/ou horizontales (2, 32) sont fabriquées dans un matériau d'aluminium et/ou en laiton et/ou dans un alliage de bronze et/ou dans un matériau non métallique.
  24. Système montants-traverses selon les revendications 1 à 23, dans lequel dans le profil des barres de pression (2, 32), au moins une encoche (2b, 32b) et au moins un retrait (2c, 32c) sont formés en outre pour recevoir les éléments d'étanchéité (7).
  25. Système montants-traverses selon les revendications 1 à 24, dans lequel une baguette à clipser (33) est prévue au-dessus de la barre de pression (2, 32).
EP05006614A 2004-04-01 2005-03-24 Système de montant/traverse avec les appuis moins évidents Not-in-force EP1582643B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102004016215 2004-04-01
DE102004016215A DE102004016215B4 (de) 2004-04-01 2004-04-01 Pfosten-Riegel-System mit geringer Ansichtsbreite

Publications (3)

Publication Number Publication Date
EP1582643A2 EP1582643A2 (fr) 2005-10-05
EP1582643A3 EP1582643A3 (fr) 2009-05-06
EP1582643B1 true EP1582643B1 (fr) 2010-09-29

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EP (1) EP1582643B1 (fr)
AT (1) ATE483075T1 (fr)
DE (2) DE102004016215B4 (fr)
ES (1) ES2373392T3 (fr)

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CN109162388A (zh) * 2018-10-25 2019-01-08 宁波建工建乐工程有限公司 幕墙横梁立柱滑销式连接系统
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CN111021609B (zh) * 2019-12-17 2021-05-25 金刚幕墙集团有限公司 一种斜面单元式幕墙

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DE4105208C2 (de) * 1991-02-20 1997-08-07 Trube & Kings Kg Pfosten- oder Riegelprofil für Gebäudefassadenkonstruktionen
DE4332406A1 (de) * 1993-09-23 1995-03-30 Heroal Johann Henkenjohann Gmb Pfosten-Riegel-System
DE19800190A1 (de) * 1997-03-11 1998-09-17 Zannantonio Latexmoden Gmbh Aufnahmevorrichtung für eine Dichtung und/oder Halterung
FR2827322A1 (fr) * 2001-07-13 2003-01-17 Profix Sa Dispositif pour la fixation sur l'enveloppe d'un batiment d'un panneau a double paroi

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ES2373392T3 (es) 2012-02-03
EP1582643A2 (fr) 2005-10-05
ATE483075T1 (de) 2010-10-15
EP1582643A3 (fr) 2009-05-06
DE102004016215B4 (de) 2008-11-06
DE502005010304D1 (de) 2010-11-11
DE102004016215A1 (de) 2006-01-12

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