EP0621378A2 - Reinforcement fixture for a partition wall - Google Patents

Reinforcement fixture for a partition wall Download PDF

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Publication number
EP0621378A2
EP0621378A2 EP94105743A EP94105743A EP0621378A2 EP 0621378 A2 EP0621378 A2 EP 0621378A2 EP 94105743 A EP94105743 A EP 94105743A EP 94105743 A EP94105743 A EP 94105743A EP 0621378 A2 EP0621378 A2 EP 0621378A2
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EP
European Patent Office
Prior art keywords
profile
strip
connection
stand
web
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.)
Granted
Application number
EP94105743A
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German (de)
French (fr)
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EP0621378A3 (en
EP0621378B1 (en
Inventor
Harald Hünting
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Knauf Gips KG
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Knauf Gips KG
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Publication date
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Publication of EP0621378A2 publication Critical patent/EP0621378A2/en
Publication of EP0621378A3 publication Critical patent/EP0621378A3/en
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Publication of EP0621378B1 publication Critical patent/EP0621378B1/en
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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
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7453—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling
    • E04B2/7457—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling with wallboards attached to the outer faces of the posts, parallel to the partition
    • 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
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2002/7483—Details of furniture, e.g. tables or shelves, associated with the partitions
    • E04B2002/7485—Load supports therefor placed between wall studs

Definitions

  • the invention relates to a stiffening device for a mounting wall with a series of vertical, U-shaped cross-section, aligned in the same direction in the row direction, which form a profile web and profile legs projecting in the row direction, in which a reinforcing plate for attaching a heavy wall load for vertical and stiffening arrangement is provided between two adjacent, first and second profile stands, with an alignment of the reinforcement plate and the associated load-side profile legs being provided on a load side and with a first lateral end of the reinforcement plate projecting towards the profile web of the first profile stand and the second lateral end of the reinforcement plate facing the U- Hollow of the second profile stand protrudes, in which at the two lateral ends of the reinforcing plate a first or a second connection profile is attached vertically, the first connection profile leading away from the ampl rkungsplatte forms a screw strip for conditioning and for screwing onto the first profiled post and the second connecting profile is formed leading away from the reinforcing plate for embracing the one profile limb and for screwing onto
  • the two connection profiles are of the same design by providing the screw strip of the first connection profile for contact with the profile leg of the first profile stand and continues in another strip to which another reinforcement plate can be attached.
  • the reinforcing plate is provided with a screw strip for contact and for screwing onto the profile leg of the second profile stand, the screw strip continues in the strip for contact with the profile web and this strip continues in a further strip which can be attached to another reinforcement plate.
  • connection profiles are thus attached to the associated profile stands by placing the screw strips on the profile legs and screws are first screwed through the screw strips and then through the profile legs.
  • the heads of these screws are on the outside or on the load side of the screw strips, protrude from them and cannot be countersunk.
  • the mounting wall is provided with wall planks which are placed against the load-side profile legs in question here and thus also against the screw strips or the screw heads protruding therefrom. If the wall planks are screwed firmly to the profile legs in the required manner, they are either held at a distance from the profile stand by the protruding screw heads or provided with impressions that can also be seen on the opposite visible side of the wall planks.
  • An object of the invention is therefore to provide a stiffening device of the type mentioned, in which both connection profiles are to be screwed to the profile web of the associated profile stand.
  • the stiffening device according to the invention is solving this problem, characterized in that the two connecting profiles are designed differently, in that the screw strip of the first connecting profile ends the profile and is provided for abutment on the profile web of the first profile stand and the strip of the second connecting profile to be applied to the profile web of the second profile stand end of profile is provided as a screw strip.
  • connection profiles intended only for the one reinforcement plate are designed differently, which is relevant in view of the same orientation of the two profile stands with a U-shaped cross section.
  • the two screw strips each end the profile, ie the connecting profiles, seen in cross section, do not continue after the screw strip in another strip, which is used for attachment to a profile stand or a reinforcing plate.
  • the connection of the reinforcement plate with the two connection profiles can be provided in any case regardless of the attachment to the profile stands.
  • the assembly of the stiffening device on the profile stands can be carried out in a simple manner so that the outer, load-side surface the reinforcement plate is aligned with the outer, load-side surface of the load-side profile legs and is in close contact with the screwed-on wall planks.
  • the connecting profiles in one piece with the reinforcing plate, the latter e.g. is made of sheet metal.
  • the reinforcement plate is e.g. a gypsum fibreboard and usually consists of layered wood.
  • the screw strip of the first connection profile protrudes at right angles from the reinforcement plate and extends into the region of the profile web that is remote from the reinforcement plate.
  • the second connection profile is on the load side, i.e. to the visible side around the profile beam, because then the connection profile is independent of the width or depth of the profile web.
  • the invention includes the reinforcing plate consisting of the reinforcing plate and the two connecting profiles not only for itself, with its purpose for screwing onto the profile stand of the mounting wall, but also screwed onto the profile stand and installed in the mounting wall with the screwed-on wall planks.
  • the screw strip of the first connection profile is more or less continued with a strip which is to be placed against the end face of the reinforcing plate. It is particularly expedient and advantageous if the first connection profile forms a strip to be applied to the rear surface of the reinforcing plate and the strip to be applied is angled at right angles to the screw strip. It can now be moved on the reinforcing plate by moving the strip to be applied simply adjust the position of the first connection profile relative to the reinforcement plate.
  • the screw strip of the second connection profile is assigned to the region of the profile web of the second profile carrier which is located in the extension of the reinforcement plate.
  • a screw strip of a first connection profile of a further stiffening device can be easily attached to the area of the profile web of the second profile carrier that is remote from the reinforcement plate.
  • the length of the two connecting profiles running in the longitudinal direction of the profile stand is equal to the height of the reinforcing plate running in the longitudinal direction of the profile stand, and the reinforcing plate has a length running between the two profile stands. It is particularly expedient and advantageous if the length of the connecting profiles together with the height of the reinforcing plate is equal to or greater than one third of the length of the reinforcing plate. Since the two connection profiles are each assigned to only one reinforcing plate, they can be made quite long without unnecessarily long or unnecessary profile strips.
  • An embodiment of the invention is feasible in the case of three adjacent profile stands, two adjacent ones Reinforcing plates are provided with a common central profile stand and the two reinforcing plates overlap each other in height by arranging the reinforcing plates at the same height for the same plate height.
  • the two reinforcement plates, together with their connecting profiles are offset in height from one another with an overlap. Since each connection profile is assigned to only one reinforcement plate and runs or is arranged separately from the connection profile of the adjacent reinforcement plate, this height-overlapping offset of the two adjacent reinforcement plates is feasible.
  • the stiffening device according to the drawing is part of the mounting wall shown in FIG. 1, which is arranged between a ceiling, not shown, and a floor, not shown, on which each a gutter-shaped holding profile 1 made of sheet metal is attached.
  • the two holding profiles 1 take up the ends of vertical profile stands 2 made of sheet metal, which are arranged in a straight row with the same distance from each other.
  • Each profile stand 2 is U-shaped in cross-section and forms a profile web 3 and two mutually parallel profile legs, ie are directed in the longitudinal direction of the holding profiles 1. All profile stands 2 are directed the same way, the profile webs 3 and the U-cavities 5 delimited by the two profile legs 4 being turned in the same direction.
  • the mounting wall is a two-shell lightweight mounting wall and has on both sides, ie load-side and rear, plate-like, floor-to-ceiling wall planks 6, which are usually formed from plasterboard, rest on the profile legs 4 and are screwed to the profile legs.
  • planks 6 which are usually formed from plasterboard
  • the thickness of the reinforcing plate 7 is considerably less than the width of the profile web 3 and the reinforcing plate is arranged crazy towards the load side, so that its load-side surface 8 is flush with the outer surface of the load-side profile leg 4 and the load-side wall plank 6 is close to the load-side surface 8 of the Reinforcement plate 7 is applied.
  • two reinforcement plates can be arranged at different distances from one another in a space between the stands.
  • each reinforcing plate is fastened on the right side by means of a first connection profile 10 made of sheet metal to a first (right) profile stand and on the left side using a second connection profile 11 made of sheet metal to a second (left) profile stand.
  • the first connection profile 10 has a plate strip 12 which rests on the back of the reinforcing plate 7 and is screwed to it, the screws 13 being screwed in from the back, so that their projecting screw heads are not on the load-side surface 8 of the reinforcing plate 7 are located.
  • the first connection profile 10 is a simple angle profile with a screw strip 14 perpendicular to the plate strip 12, which is applied to the area of the profile web 3 remote from the reinforcement plate 7 and is firmly connected to it by a sheet metal driving screw 15. Since the screw 15 is assigned to the profile web 3, its projecting screw head is removed from the load-side surface 8 of the reinforcing plate 7.
  • the second connection profile has a plate strip 16 which bears against the back of the reinforcing plate 7 and is screwed thereon, the screws 13 being screwed in from the rear so that their projecting screw head is not on the load-side surface 8 of the reinforcing plate 7 .
  • the plate strip 16 is adjoined at a right angle by a first encircling strip 17, which is adjoined at a right angle by a load-side encircling strip 18 which is placed on the load-side profile leg 4 of the second profile stand 2.
  • a screw strip 19 adjoins the load-side encircling strip 18 at right angles to the rear, which is applied to the area of the profile web 3 which is in the extension of the reinforcing plate 7 and is connected to it by a sheet metal driving screw 15. Since the screw 15 is assigned to the profile web 3 of the second profile stand, its projecting screw head is removed from the load-side surface 8 of the reinforcing plate 7.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Finishing Walls (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Vehicle Body Suspensions (AREA)
  • Power Steering Mechanism (AREA)
  • Selective Calling Equipment (AREA)

Abstract

There is a reinforcement device, in the case of which a strengthening panel 7 for exerting a heavy wall loading is provided for arrangement between a first and a second profile upright 2, and in each case a first and a second connection profile 10, 11, respectively, is fitted in a vertically running manner at the two lateral ends of the reinforcing panel 7. In this arrangement, it is desirable if the two connection profiles can be screw-connected to a profile web of the respectively associated profile upright. This is achieved in that the two connection profiles 10, 11 are of a different configuration, in that a screwing strip 14 of the first connection profile 10 is provided such that it terminates the profile and for abutment on a profile web 3 of the first profile upright 2, and a strip which is to be laid on a profile web of the second profile upright and belongs to the second connection profile 11 is provided, such that it terminates the profile, as a screwing strip 19. Screw heads, which are necessary for joining the connection profiles to the profile uprights and jut out with respect to the screwing strips, can no longer have a destructive effect with respect to wall panels of the prefabricated wall since they are located on the profile webs. <IMAGE>

Description

Die Erfindung betrifft eine Versteifungsvorrichtung für eine Montagewand mit einer Reihe von senkrechten, im Querschnitt U-förmigen, gleichsinnig in Reihenrichtung ausgerichteten Profilständern, die einen Profilsteg und in Reihenrichtung ragende Profilschenkel bilden, bei der eine Verstärkungsplatte zur Anbringung einer schweren Wandlast zum vertikalen und versteifenden Anordnen zwischen zwei benachbarten, ersten und zweiten Profilständern vorgesehen ist, wobei an einer Lastseite ein Fluchten der Verstärkungsplatte und der zugeordneten lastseitigen Profilschenkel vorgesehen ist und wobei ein erstes seitliches Ende der Verstärkungsplatte zum Profilsteg des ersten Profilständers ragt und das zweite seitliche Ende der Verstärkungsplatte zur U-Höhlung des zweiten Profilständers ragt, bei der an den beiden seitlichen Enden der Verstärkungsplatte je ein erstes bzw. ein zweites Anschlußprofil vertikal verlaufend angebracht ist, das erste Anschlußprofil wegführend von der Verstärkungsplatte einen Schraubstreifen zur Anlage und zum Anschrauben an den ersten Profilständer bildet und das zweite Anschlußprofil wegführend von der Verstärkungsplatte zum Umfassen des einen Profilschenkels und zum Anschrauben an den zweiten Profilständer ausgebildet ist und mit einem Streifen zur Anlage an den Profilsteg des zweiten Profilständers versehen ist.The invention relates to a stiffening device for a mounting wall with a series of vertical, U-shaped cross-section, aligned in the same direction in the row direction, which form a profile web and profile legs projecting in the row direction, in which a reinforcing plate for attaching a heavy wall load for vertical and stiffening arrangement is provided between two adjacent, first and second profile stands, with an alignment of the reinforcement plate and the associated load-side profile legs being provided on a load side and with a first lateral end of the reinforcement plate projecting towards the profile web of the first profile stand and the second lateral end of the reinforcement plate facing the U- Hollow of the second profile stand protrudes, in which at the two lateral ends of the reinforcing plate a first or a second connection profile is attached vertically, the first connection profile leading away from the ampl rkungsplatte forms a screw strip for conditioning and for screwing onto the first profiled post and the second connecting profile is formed leading away from the reinforcing plate for embracing the one profile limb and for screwing onto the second profiled post and is provided with a strip for abutment against the profile web of the second profiled post.

Bei einer bekannten (Prospektblatt danogips Nr. 91-2613) Versteifungsvorrichtung dieser Art sind die beiden Anschlußprofile gleich ausgebildet, indem der Schraubstreifen des ersten Anschlußprofils zur Anlage am Profilschenkel des ersten Profilständers vorgesehen und sich in einem weiteren Streifen fortsetzt, an dem sich eine weitere Verstärkungsplatte anbringen läßt. Bei dem zweiten Anschlußprofil ist gleichartig, die Verstärkungsplatte fortsetzend ein Schraubstreifen zur Anlage und zum Anschrauben an den Profilschenkel des zweiten Profilständers vorgesehen, setzt sich der Schraubstreifen in dem Streifen zur Anlage an den Profilsteg fort und setzt sich dieser Streifen in einem weiteren Streifen fort, an dem sich eine weitere Verstärkungsplatte anbringen läßt.In a known (prospectus danogips No. 91-2613) stiffening device of this type, the two connection profiles are of the same design by providing the screw strip of the first connection profile for contact with the profile leg of the first profile stand and continues in another strip to which another reinforcement plate can be attached. In the second connection profile, the reinforcing plate is provided with a screw strip for contact and for screwing onto the profile leg of the second profile stand, the screw strip continues in the strip for contact with the profile web and this strip continues in a further strip which can be attached to another reinforcement plate.

Beide Anschlußprofile werden also an den zugehörigen Profilständern angebracht, indem die Schraubstreifen an die Profilschenkel gelegt werden und Schrauben zuerst durch den Schraubstreifen und dann durch den Profilschenkel geschraubt werden. Die Köpfe dieser Schrauben liegen außen bzw. lastseitig an den Schraubstreifen, ragen gegenüber diesen vor und lassen sich nicht versenken. Dies ist nachteilig, weil die Montagewand mit Wandplanken versehen wird, die gegen die hier zur Rede stehenden lastseitigen Profilschenkel und damit auch gegen die Schraubstreifen bzw. die davon vorstehenden Schraubenköpfe gelegt werden. Wenn die Wandplanken in der erforderlichen Weise fest an die Profilschenkel geschraubt werden, so werden sie von den vorragenden Schraubenköpfen entweder vom Profilständer auf Abstand gehalten oder mit Eindrücken versehen, die auch an der gegenüberliegenden Sichtseite der Wandplanken zu sehen sind.Both connection profiles are thus attached to the associated profile stands by placing the screw strips on the profile legs and screws are first screwed through the screw strips and then through the profile legs. The heads of these screws are on the outside or on the load side of the screw strips, protrude from them and cannot be countersunk. This is disadvantageous because the mounting wall is provided with wall planks which are placed against the load-side profile legs in question here and thus also against the screw strips or the screw heads protruding therefrom. If the wall planks are screwed firmly to the profile legs in the required manner, they are either held at a distance from the profile stand by the protruding screw heads or provided with impressions that can also be seen on the opposite visible side of the wall planks.

Eine Aufgabe der Erfindung ist es daher, eine Versteifungsvorrichtung der eingangs genannten Art zu schaffen, bei der beide Anschlußprofile mit dem Profilsteg des jeweils zugeordneten Profilständers zu verschrauben sind. Die erfindungsgemäße Versteifungsvorrichtung ist, diese Aufgabe lösend, dadurch gekennzeichnet, daß die beiden Anschlußprofile verschieden gestaltet sind, indem der Schraubstreifen des ersten Anschlußprofils profilbeendend und zur Anlage am Profilsteg des ersten Profilständers vorgesehen ist und der an dem Profilsteg des zweiten Profilständers anzulegende Streifen des zweiten Anschlußprofils profilbeendend als Schraubstreifen vorgesehen ist.An object of the invention is therefore to provide a stiffening device of the type mentioned, in which both connection profiles are to be screwed to the profile web of the associated profile stand. The stiffening device according to the invention is solving this problem, characterized in that the two connecting profiles are designed differently, in that the screw strip of the first connecting profile ends the profile and is provided for abutment on the profile web of the first profile stand and the strip of the second connecting profile to be applied to the profile web of the second profile stand end of profile is provided as a screw strip.

Die zur Verbindung der Anschlußprofile mit den Profilständern nötigen, gegenüber den Schraubstreifen vorspringenden Schraubenköpfe können nicht mehr bezüglich der Wandplanken stören, da sie sich an den Profilstegen befinden. Hierzu sind die jeweils nur für die eine Verstärkungsplatte bestimmten Anschlußprofile verschieden ausgebildet, was im Hinblick auf die gleiche Ausrichtung der beiden im Querschnitt U-förmigen Profilständer sachdienlich ist. Die beiden Schraubstreifen sind jeweils profilbeendend, d.h. die Anschlußprofile setzen sich, im Querschnitt gesehen, nach dem Schraubstreifen nicht in einem weiteren Streifen fort, welcher der Anbringung an einem Profilständer oder einer Verstärkungsplatte dient. Die Verbindung der Verstärkungsplatte mit den beiden Anschlußprofilen läßt sich in jedem Fall unabhängig von der Anbringung an den Profilständern vorsehen. Die Montage der Versteifungsvorrichtung an den Profilständern läßt sich in einfacher Weise so vornehmen, daß die äußere, lastseitige Fläche der Verstärkungsplatte mit der äußeren, lastseitigen Fläche der lastseitigen Profilschenkel fluchtet und in dichter Anlage an den angeschraubten Wandplanken ist.The screw heads that protrude from the screw strips to connect the connection profiles to the profile stands can no longer interfere with the wall planks, since they are located on the profile webs. For this purpose, the connection profiles intended only for the one reinforcement plate are designed differently, which is relevant in view of the same orientation of the two profile stands with a U-shaped cross section. The two screw strips each end the profile, ie the connecting profiles, seen in cross section, do not continue after the screw strip in another strip, which is used for attachment to a profile stand or a reinforcing plate. The connection of the reinforcement plate with the two connection profiles can be provided in any case regardless of the attachment to the profile stands. The assembly of the stiffening device on the profile stands can be carried out in a simple manner so that the outer, load-side surface the reinforcement plate is aligned with the outer, load-side surface of the load-side profile legs and is in close contact with the screwed-on wall planks.

Es ist denkbar, die Anschlußprofile mit der Verstärkungsplatte einstückig zu erzeugen, wobei letztere z.B. aus Blech ist. Die Verstärkungsplatte ist z.B. eine Gipsfaserplatte und besteht in der Regel aus geschichtetem Holz. Der Schraubstreifen des ersten Anschlußprofils ragt rechtwinkelig von der Verstärkungsplatte weg und erstreckt sich in den der Verstärkungsplatte fernliegenden Bereich des Profilstegs. In der Regel geht das zweite Anschlußprofil lastseitig, d.h. zur Sichtseite hin um den Profilträger herum, weil dann das Anschlußprofil unabhängig von der Breite bzw. Tiefe des Profilstegs ist. Die Erfindung umfaßt die aus der Verstärkungsplatte und den beiden Anschlußprofilen bestehende Versteifungsvorrichtung nicht nur für sich alleine, mit ihrer Bestimmung zum Anschrauben an die Profilständer der Montagewand, sondern auch angeschraubt an die Profilständer und eingebaut in die Montagewand mit den angeschraubten Wandplanken.It is conceivable to produce the connecting profiles in one piece with the reinforcing plate, the latter e.g. is made of sheet metal. The reinforcement plate is e.g. a gypsum fibreboard and usually consists of layered wood. The screw strip of the first connection profile protrudes at right angles from the reinforcement plate and extends into the region of the profile web that is remote from the reinforcement plate. As a rule, the second connection profile is on the load side, i.e. to the visible side around the profile beam, because then the connection profile is independent of the width or depth of the profile web. The invention includes the reinforcing plate consisting of the reinforcing plate and the two connecting profiles not only for itself, with its purpose for screwing onto the profile stand of the mounting wall, but also screwed onto the profile stand and installed in the mounting wall with the screwed-on wall planks.

Es ist möglich, den Schraubstreifen des ersten Anschlußprofils sich, im Querschnitt gesehen, mehr oder weniger mit einem Streifen fortsetzend zu lassen, der an die Stirnfläche der Verstärkungsplatte anzulegen ist. Besonders zweckmäßig und vorteilhaft ist es, wenn das erste Anschlußprofil einen an der rückseitigen Fläche der Verstärkungsplatte anzulegenden Streifen bildet und der anzulegende Streifen rechtwinkelig zum Schraubstreistreifen abgewinkelt ist. Es läßt sich nun durch Verschieben des anzulegenden Streifens an der Verstärkungsplatte die Position des ersten Anschlußprofils relativ zur Verstärkungsplatte einfach einstellen.It is possible, viewed in cross section, to have the screw strip of the first connection profile more or less continued with a strip which is to be placed against the end face of the reinforcing plate. It is particularly expedient and advantageous if the first connection profile forms a strip to be applied to the rear surface of the reinforcing plate and the strip to be applied is angled at right angles to the screw strip. It can now be moved on the reinforcing plate by moving the strip to be applied simply adjust the position of the first connection profile relative to the reinforcement plate.

Besonders zweckmäßig und vorteilhaft ist es auch, wenn der Schraubstreifen des zweiten Anschlußprofils dem in Verlängerung der Verstärkungsplatte befindlichen Bereich des Profilstegs des zweiten Profilträgers zugeordnet ist. Bei dieser Gestaltung läßt sich an dem der Verstärkungsplatte fernliegenden Bereich des Profilstegs des zweiten Profilträgers ohne weiteres ein Schraubstreifen eines ersten Anschlußprofils einer weiteren Versteifungsvorrichtung anbringen.It is also particularly expedient and advantageous if the screw strip of the second connection profile is assigned to the region of the profile web of the second profile carrier which is located in the extension of the reinforcement plate. With this design, a screw strip of a first connection profile of a further stiffening device can be easily attached to the area of the profile web of the second profile carrier that is remote from the reinforcement plate.

Bei der hier zur Rede stehenden Versteifungsvorrichtung ist die in Längsrichtung der Profilständer verlaufende Länge der beiden Anschlußprofile gleich der in Längsrichtung der Profilständer verlaufenden Höhe der Verstärkungsplatte und weist die Verstärkungsplatte eine zwischen den beiden Profilständern verlaufende Länge auf. Besonders zweckmäßig und vorteilhaft ist es nun, wenn die Länge der Anschlußprofile gemeinsam mit der Höhe der Verstärkungsplatte gleich oder größer als ein Drittel der Länge der Verstärkungsplatte ist. Da die beiden Anschlußprofile jeweils nur der einen Verstärkungsplatte zugeordnet sind, können sie recht lang gestaltet werden, ohne daß entsprechend lange überflüssige bzw. nichtgenutzte Profilstreifen anfallen.In the stiffening device in question here, the length of the two connecting profiles running in the longitudinal direction of the profile stand is equal to the height of the reinforcing plate running in the longitudinal direction of the profile stand, and the reinforcing plate has a length running between the two profile stands. It is particularly expedient and advantageous if the length of the connecting profiles together with the height of the reinforcing plate is equal to or greater than one third of the length of the reinforcing plate. Since the two connection profiles are each assigned to only one reinforcing plate, they can be made quite long without unnecessarily long or unnecessary profile strips.

Es ist eine Ausführungsform der Erfindung machbar, bei der bei drei benachbarten Profilständern zwei benachbarte Verstärkungsplatten mit gemeinsamem mittleren Profilständer vorgesehen sind und die beiden Verstärkungsplatten einander in der Höhe übergreifen, indem die Verstärkungsplatten bei gleicher Plattenhöhe gleich hoch angeordnet sind. Besonders zweckmäßig und vorteilhaft ist es jedoch, wenn die beiden Verstärkungsplatten samt ihren Anschlußprofilen in der Höhe gegeneinander unter Überlappung versetzt sind. Da jedes Anschlußprofil nur einer Verstärkungsplatte zugeordnet ist und gesondert von dem Anschlußprofil der benachbarten Verstärkungsplatte verläuft bzw. angeordnet ist, ist dieser höhenmäßig überlappende Versatz der beiden benachbarten Verstärkungsplatten machbar.An embodiment of the invention is feasible in the case of three adjacent profile stands, two adjacent ones Reinforcing plates are provided with a common central profile stand and the two reinforcing plates overlap each other in height by arranging the reinforcing plates at the same height for the same plate height. However, it is particularly expedient and advantageous if the two reinforcement plates, together with their connecting profiles, are offset in height from one another with an overlap. Since each connection profile is assigned to only one reinforcement plate and runs or is arranged separately from the connection profile of the adjacent reinforcement plate, this height-overlapping offset of the two adjacent reinforcement plates is feasible.

In der Zeichnung ist eine bevorzugte Ausführungsform der Erfindung dargestellt und zeigt

Fig. 1
eine perspektivische Ansicht mehrerer Versteifungsvorrichtungen in einer Montagewand,
Fig. 2
eine Draufsicht auf eine der Versteifungsvorrichtungen gemäß Fig. 1, in einem gegenüber Fig.1 vergrößerten Maßstab, und
Fig. 3
eine Seitenansicht der Fig. 2.
In the drawing, a preferred embodiment of the invention is shown and shows
Fig. 1
a perspective view of several stiffening devices in a mounting wall,
Fig. 2
a plan view of one of the stiffening devices according to FIG. 1, in an enlarged scale compared to Figure 1, and
Fig. 3
2 shows a side view of FIG. 2.

Die Versteifungsvorrichtung gemäß Zeichnung ist Bestandteil der in Fig. 1 gezeigten Montagewand, die zwischen einer nicht gezeigten Decke und einem nicht gezeigten Boden angeordnet ist, an denen jeweils ein rinnenförmiges Halteprofil 1 aus Blech angebracht ist. Die beiden Halteprofile 1 nehmen die Enden von senkrechten Profilständern 2 aus Blech auf, die in einer geraden Reihe mit jeweils gleichem Abstand voneinander angeordnet sind. Jeder Profilständer 2 ist im Querschnitt U-förmig und bildet einen Profilsteg 3 und zwei zueinander parallele Profilschenkel, d.h. in Längsrichtung der Halteprofile 1 gerichtet sind. Sämtliche Profilständer 2 sind gleich aus gerichtet, wobei die Profilstege 3 und die von den beiden Profilschenkeln 4 begrenzten U-Höhlungen 5 in die gleiche Richtung gewendet sind. Die Montagewand ist eine zweischalige Leichtbau-Montagewand und weist auf beiden Seiten, d.h. lastseitig und rückseitig jeweils plattenartige, geschoßhohe Wandplanken 6 auf, die in der Regel von Gipskartonplatten gebildet sind, an den Profilschenkeln 4 anliegen und an den Profilschenkeln angeschraubt sind. Wenn hier im Zusammenhang mit dem Querschnitt eines Profils die Angabe "U-förmig" gemacht ist, so ist damit auch ein Profil gemeint, bei dem die freien Endstücke der Profilschenkel abgekantet bzw. abgewinkelt sind und das C-Profil genannt wird.The stiffening device according to the drawing is part of the mounting wall shown in FIG. 1, which is arranged between a ceiling, not shown, and a floor, not shown, on which each a gutter-shaped holding profile 1 made of sheet metal is attached. The two holding profiles 1 take up the ends of vertical profile stands 2 made of sheet metal, which are arranged in a straight row with the same distance from each other. Each profile stand 2 is U-shaped in cross-section and forms a profile web 3 and two mutually parallel profile legs, ie are directed in the longitudinal direction of the holding profiles 1. All profile stands 2 are directed the same way, the profile webs 3 and the U-cavities 5 delimited by the two profile legs 4 being turned in the same direction. The mounting wall is a two-shell lightweight mounting wall and has on both sides, ie load-side and rear, plate-like, floor-to-ceiling wall planks 6, which are usually formed from plasterboard, rest on the profile legs 4 and are screwed to the profile legs. If the expression "U-shaped" is made here in connection with the cross-section of a profile, this also means a profile in which the free end pieces of the profile legs are bent or angled and the C-profile is called.

Zwischen je zwei einander benachbarten Profilständern 2 erstreckt sich eine rechteckige Verstärkungsplatte 7, die aus miteinander verleimten Holzschichten besteht, an den beiden Profilständern befestigt ist und die beiden Profilständer gegeneinander versteift. An der Montagewand werden nicht gezeigte schwere Wandlasten angegebracht, die in Fig. 1 vor der vorderen, d.h. der lastseitigen Wandplanke 6 angeordnet sind. Diese Wandlast wird in nicht gezeigter, jedoch an sich bekannter Weise durch die lastseitigen Wandplanken hindurch an der Verstärkungsplatte 7 befestigt. Die Dicke der Verstärkungsplatte 7 ist erheblich geringer als die Breite des Profilstegs 3 und die Verstärkungsplatte ist zur Lastseite hin verrückt angeordnet, so daß ihre lastseitige Fläche 8 mit der Außenfläche der lastseitigen Profilschenkel 4 fluchtet und die lastseitige Wandplanke 6 dicht an der lastseitigen Fläche 8 der Verstärkungsplatte 7 anliegt. Gemäß Fig. 1 lassen sich in einem Ständerzwischenraum zwei Verstärkungsplatten mit verschieden großem Abstand voneinander anordnen. Es sind weiterhin zwei benachbarte Verstärkungsplatten unter einem höhenmäßig überlappenden Vorsatz 9 zueinander angeordnet. Gemäß Fig. 1 ist jede Verstärkungsplatte an der rechten Seite mittels eines ersten An-schlußprofils 10 aus Blech an einem ersten (rechten) Profilständer befestigt und an der linken Seite mittels eines zweiten Anschlußprofils 11 aus Blech an einem zweiten (linken) Profilständer befestigt.A rectangular reinforcement plate 7, which consists of layers of wood glued together, extends between two adjacent profile stands 2, is fastened to the two profile stands and stiffens the two profile stands against one another. Heavy wall loads, not shown, are attached to the mounting wall, which are shown in FIG. 1 in front of the front, ie the load-side wall plank 6 are arranged. This wall load is fastened to the reinforcing plate 7 through the load-side wall planks in a manner which is not shown, but is known per se. The thickness of the reinforcing plate 7 is considerably less than the width of the profile web 3 and the reinforcing plate is arranged crazy towards the load side, so that its load-side surface 8 is flush with the outer surface of the load-side profile leg 4 and the load-side wall plank 6 is close to the load-side surface 8 of the Reinforcement plate 7 is applied. According to FIG. 1, two reinforcement plates can be arranged at different distances from one another in a space between the stands. There are also two adjacent reinforcement plates with a height-overlapping header 9 to each other. 1, each reinforcing plate is fastened on the right side by means of a first connection profile 10 made of sheet metal to a first (right) profile stand and on the left side using a second connection profile 11 made of sheet metal to a second (left) profile stand.

Gemäß Fig. 3 und 4 weist das erste Anschlußprofil 10 einen Plattenstreifen 12 auf, der an der Rückseite der Verstärkungsplatte 7 anliegt und an dieser angeschraubt ist, wobei die Schrauben 13 von der Rückseite her eingeschraubt sind, so daß sich deren vorspringende Schraubenköpfe nicht an der lastseitigen Fläche 8 der Verstärkungsplatte 7 befinden. Das erste Anschlußprofil 10 ist ein einfaches Winkelprofil mit einem zum Plattenstreifen 12 rechtwinkeligen Schraubstreifen 14, der an den der Verstärkungsplatte 7 fernliegenden Bereich des Profilstegs 3 angelegt ist und mit diesem durch eine Blechtreibschraube 15 fest verbunden ist. Da die Schraube 15 dem Profilsteg 3 zugeordnet ist, ist ihr vorspringender Schraubenkopf von der lastseitigen Fläche 8 der Verstärkungsplatte 7 entfernt. Das zweite Anschlußprofil weist einen Plattenstreifen 16 auf, der an der Rückseite der Verstärkungsplatte 7 anliegt und an dieser angeschraubt ist, wobei die Schrauben 13 von der Rückseite her eingeschraubt sind, so daß sich deren vorspringender Schraubenkopf nicht an der lastseitigen Fläche 8 der Verstärkungsplatte 7 befindet. An den Plattenstreifen 16 schließt sich rechtwinkelig abgebogen ein erster Umfassungsstreifen 17 an, an den sich rechtwinkelig abgebogen ein lastseitiger Umfassungsstreifen 18 anschließt, der an den lastseitigen Profilschenkel 4 des zweiten Profilständers 2 angelegt ist. An den lastseitigen Umfassungsstreifen 18 schließt sich rechtwinkelig zur Rückseite hin abgebogen ein Schraubstreifen 19 an, der an den in Verlängerung der Verstärkungsplatte 7 liegenden Bereich des Profilstegs 3 angelegt ist und mit diesem durch eine Blechtreibschraube 15 verbunden ist. Da die Schraube 15 dem Profilsteg 3 des zweiten Profilständers zugeordnet ist, ist ihr vorspringender Schraubenkopf von der lastseitigen Fläche 8 der Verstärkungsplatte 7 entfernt.3 and 4, the first connection profile 10 has a plate strip 12 which rests on the back of the reinforcing plate 7 and is screwed to it, the screws 13 being screwed in from the back, so that their projecting screw heads are not on the load-side surface 8 of the reinforcing plate 7 are located. The first connection profile 10 is a simple angle profile with a screw strip 14 perpendicular to the plate strip 12, which is applied to the area of the profile web 3 remote from the reinforcement plate 7 and is firmly connected to it by a sheet metal driving screw 15. Since the screw 15 is assigned to the profile web 3, its projecting screw head is removed from the load-side surface 8 of the reinforcing plate 7. The second connection profile has a plate strip 16 which bears against the back of the reinforcing plate 7 and is screwed thereon, the screws 13 being screwed in from the rear so that their projecting screw head is not on the load-side surface 8 of the reinforcing plate 7 . The plate strip 16 is adjoined at a right angle by a first encircling strip 17, which is adjoined at a right angle by a load-side encircling strip 18 which is placed on the load-side profile leg 4 of the second profile stand 2. A screw strip 19 adjoins the load-side encircling strip 18 at right angles to the rear, which is applied to the area of the profile web 3 which is in the extension of the reinforcing plate 7 and is connected to it by a sheet metal driving screw 15. Since the screw 15 is assigned to the profile web 3 of the second profile stand, its projecting screw head is removed from the load-side surface 8 of the reinforcing plate 7.

Claims (5)

Versteifungsvorrichtung für eine Montagewand mit einer Reihe von senkrechten, im Querschnitt U-förmigen, gleichsinnig in Reihenrichtung ausgerichteten Profilständern, die einen Profilsteg und in Reihenrichtung ragende Profilschenkel bilden, bei der eine Verstärkungsplatte zur Anbringung einer schweren Wandlast zum vertikalen und versteifenden Anordnen zwischen zwei benachbarten, ersten und zweiten Profilständern vorgesehen ist, wobei an einer Lastseite ein Fluchten der Verstärkungsplatte und der zugeordneten lastseitigen Profilschenkel vorgesehen ist und wobei ein erstes seitliches Ende der Verstärkungsplatte zum Profilsteg des ersten Profilständers ragt und das zweite seitliche Ende der Verstärkungsplatte zur U-Höhlung des zweiten Profilständers ragt, bei der an den beiden seitlichen Enden der Verstärkungsplatte je ein erstes bzw. zweites Anschlußprofil vertikal verlaufend angebracht ist, das erste Anschlußprofil wegführend von der Verstärkungsplatte einen Schraubstreifen zur Anlage und zum Anschrauben an den ersten Profilständer bildet und das zweite Anschlußprofil wegführend von der Verstärkungsplatte zum Umfassen des einen Profilschenkels und zum Anschrauben an den zweiten Profilständer ausgebildet ist und mit einem Streifen zur Anlage an den Profilsteg des zweiten Profilständers versehen ist, dadurch gekennzeichnet, daß die beiden Anschlußprofile (10, 11) verschieden gestaltet sind, indem der Schraubstreifen (14) des ersten Anschlußprofils (10) profilbeendend und zur Anlage am Profilsteg (3) des ersten Profilständers (2) vorgesehen ist und der an den Profilsteg des zweiten Profilständers anzulegende Streifen des zweiten Anschlußprofils (11) profilbeendend und als Schraubstreifen (19) vorgesehen ist.Stiffening device for a mounting wall with a series of vertical, U-shaped cross-section, in the same direction aligned in the row direction profile stands, which form a profile web and profile legs projecting in the row direction, in which a reinforcing plate for attaching a heavy wall load for vertical and stiffening arrangement between two adjacent, The first and second profile stands are provided, with an alignment of the reinforcement plate and the associated load-side profile legs being provided on a load side and with a first lateral end of the reinforcement plate projecting towards the profile web of the first profile stand and the second lateral end of the reinforcement plate for U-concavity of the second profile stand protrudes, in which a first or second connection profile is attached vertically to the two lateral ends of the reinforcement plate, the first connection profile leading away from the reinforcement plate a screw thread fen forms for contact and screwing to the first profile stand and the second connection profile is designed to lead away from the reinforcing plate for encompassing one profile leg and for screwing onto the second profile stand and is provided with a strip for contact with the profile web of the second profile stand, characterized in that the two attachment profiles (10, 11) are different are designed by the screw strip (14) of the first connection profile (10) ending the profile and for contacting the profile web (3) of the first profile stand (2) and the strip of the second connection profile (11) to be applied to the profile web of the second profile stand and ending the profile and is provided as a screw strip (19). Versteifungsvorrichtung nach Anspruch 1, bei der das erste Anschlußprofil einen an der rückseitigen Fläche der Verstärkungsplatte anzulegenden Streifen bildet, dadurch gekennzeichnet, daß der anzulegende Streifen (17) rechtwinkelig zum Schraubstreifen (14) abgewinkelt ist.Stiffening device according to claim 1, in which the first connection profile forms a strip to be applied to the rear surface of the reinforcing plate, characterized in that the strip (17) to be applied is angled at right angles to the screw strip (14). Versteifungsvorrichtung nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß der Schraubstreifen (19) des zweiten schlußprofils (11) dem in Verlängerung der Verstärkungsplatte (7) befindlichen Bereich des Profilstegs (3) des zweiten Profilträgers (2) zugeordnet ist.Stiffening device according to claim 1 or 2, characterized in that the screw strip (19) of the second closing profile (11) is assigned to the area of the profile web (3) of the second profile carrier (2) which is in the extension of the reinforcing plate (7). Versteifungsvorrichtung nach Anspruch 1, 2 oder 3, wobei die in Längsrichtung der Profilständer verlaufende Länge der beiden Anschlußprofile gleich der in Längsrichtung der Profilständer verlaufenden Höhe der Verstärkungsplatte ist und die Verstärkungsplatte an eine zwischen den beiden Profilständern verlaufende Länge aufweist, dadurch gekennzeichnet, daß die Länge der Anschlußprofile (10, 11) gemeinsam mit der Höhe der Verstärkungsplatte (7) gleich oder größer als ein Drittel der Länge der Verstärkungsplatte ist.Stiffening device according to claim 1, 2 or 3, wherein the length of the two connecting profiles running in the longitudinal direction of the profile stands is equal to the height of the reinforcement plate running in the longitudinal direction of the profile stands and the reinforcement plate has a length running between the two profile stands, characterized in that the length the connecting profiles (10, 11) together with the height of the reinforcing plate (7) is equal to or greater than one third of the length of the reinforcing plate. Versteifungsvorrichtung nach einem der vorhergehenden Ansprüche, bei der bei drei benachbarten Profilständern zwei benachbarte Verstärkungsplatten mit gemeinsamem mittlerem Profilständer vorgesehen sind und die beiden Verstärkungsplatten einander in der Höhe übergreifen, dadurch gekennzeichnet, daß die beiden Verstärkungsplatten (7) samt ihren Anschlußprofilen (10, 11) in der Höhe gegeneinander unter Überlappung versetzt (9) sind.Stiffening device according to one of the preceding claims, in which, in the case of three adjacent profile stands, two adjacent reinforcement plates with a common central profile stand are provided and the two reinforcement plates overlap one another in height, characterized in that the two reinforcement plates (7) together with their connecting profiles (10, 11) are offset in height from each other with an overlap (9).
EP94105743A 1993-04-23 1994-04-14 Reinforcement fixture for a partition wall Expired - Lifetime EP0621378B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE9306154U 1993-04-23
DE9306154U DE9306154U1 (en) 1993-04-23 1993-04-23

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EP0621378A2 true EP0621378A2 (en) 1994-10-26
EP0621378A3 EP0621378A3 (en) 1995-04-12
EP0621378B1 EP0621378B1 (en) 1996-08-28

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ID=6892397

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Application Number Title Priority Date Filing Date
EP94105743A Expired - Lifetime EP0621378B1 (en) 1993-04-23 1994-04-14 Reinforcement fixture for a partition wall

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EP (1) EP0621378B1 (en)
AT (1) ATE141987T1 (en)
CZ (1) CZ286489B6 (en)
DE (2) DE9306154U1 (en)
FI (1) FI941820A (en)
NO (1) NO941465L (en)
SK (1) SK46294A3 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102018126243A1 (en) * 2018-10-22 2020-04-23 cm VARIO UG Mounting element for drywall and / or for solid construction and / or for facade insulation

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4035281A1 (en) * 1989-11-28 1991-05-29 Krueger & Schuette Kerapid Composite wall with framework - has prefab. concrete cores clad with tiles forming sections of partition
DE9401102U1 (en) * 1994-01-24 1994-03-10 Richter System Gmbh & Co Kg Bracing bars for partitions

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2508216A1 (en) * 1975-02-26 1976-09-09 Knauf Westdeutsche Gips SUPPORTING STAND CONSTRUCTION TO SUPPORT HEAVY LOADS FOR A TWO-LEAF LIGHT PARTITION WALL
DE2649999A1 (en) * 1976-10-30 1978-05-03 Joachim Seiffert Sound insulating hollow partition wall construction - with surfaces in contact coated with a plastic flock to reduce noise

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4035281A1 (en) * 1989-11-28 1991-05-29 Krueger & Schuette Kerapid Composite wall with framework - has prefab. concrete cores clad with tiles forming sections of partition
DE9401102U1 (en) * 1994-01-24 1994-03-10 Richter System Gmbh & Co Kg Bracing bars for partitions

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102018126243A1 (en) * 2018-10-22 2020-04-23 cm VARIO UG Mounting element for drywall and / or for solid construction and / or for facade insulation

Also Published As

Publication number Publication date
EP0621378A3 (en) 1995-04-12
NO941465D0 (en) 1994-04-21
DE9306154U1 (en) 1993-06-17
FI941820A0 (en) 1994-04-20
EP0621378B1 (en) 1996-08-28
ATE141987T1 (en) 1996-09-15
CZ95494A3 (en) 1994-11-16
CZ286489B6 (en) 2000-04-12
SK46294A3 (en) 1995-01-12
DE59400535D1 (en) 1996-10-02
NO941465L (en) 1994-10-24
FI941820A (en) 1994-10-24

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