EP2476811A2 - Connecting element - Google Patents

Connecting element Download PDF

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Publication number
EP2476811A2
EP2476811A2 EP11190321A EP11190321A EP2476811A2 EP 2476811 A2 EP2476811 A2 EP 2476811A2 EP 11190321 A EP11190321 A EP 11190321A EP 11190321 A EP11190321 A EP 11190321A EP 2476811 A2 EP2476811 A2 EP 2476811A2
Authority
EP
European Patent Office
Prior art keywords
connecting element
support
end plate
profile rail
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.)
Granted
Application number
EP11190321A
Other languages
German (de)
French (fr)
Other versions
EP2476811A3 (en
EP2476811B1 (en
Inventor
Thilo Studniorz
Rüdiger Knorr
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.)
Protektorwerk Florenz Maisch GmbH and Co KG
Original Assignee
Protektorwerk Florenz Maisch GmbH and Co KG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Protektorwerk Florenz Maisch GmbH and Co KG filed Critical Protektorwerk Florenz Maisch GmbH and Co KG
Priority to PL11190321T priority Critical patent/PL2476811T3/en
Publication of EP2476811A2 publication Critical patent/EP2476811A2/en
Publication of EP2476811A3 publication Critical patent/EP2476811A3/en
Application granted granted Critical
Publication of EP2476811B1 publication Critical patent/EP2476811B1/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
    • E04B2/7459—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 telescoping posts to compensate for floor or ceiling irregularities
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts

Definitions

  • the invention relates to a connecting element, preferably for use in dry construction for the formation of known support-bolt connections.
  • the drywall is distinguished from the conventional construction in that no hydrous building materials, such as concrete or plaster, are used for the construction of components and therefore can be dispensed with the usual dehydration times.
  • spatial structures, walls, but also external buildings are created by the joining of industrial semi-finished products. Drywall construction is generally faster and often cheaper than building traditional masonry structures. Dry structures are used in particular to install room-in-room systems, such as partitions, but also entire office or studio installations or wet rooms, either from the beginning or subsequently, in larger room structures.
  • the thus created by drywall space cells can be formed one or two stories and are to construct as self-supporting structures. After they usually have no supporting functions in have to meet a building, they are not comparable loads, as other building structures suspended.
  • drywall and mixed constructions so constructions that put both on conventional masonry, as well as on drywall components, conceivable.
  • the invention is therefore based on the object to provide a connecting element, which allows it in the case of existing bumps in the ground or adjacent walls, without changes to the drywall construction per se to be able to make appropriate Nevillierungen and adjustments in a simple manner on site ,
  • the connecting element essentially comprises a C-profile rail with an open and a closed end side.
  • the closed end side is formed by a flat end plate, which projects beyond the C-profile rail element on the open side by a projection, wherein the end plate also corresponds in its width to the width of the C-profile rail of the connecting element.
  • the C-profile rail is dimensioned such that it can be pushed like a slip-on to a conventional C-profile to form a support or a bolt within a drywall.
  • the maximum Aufschubtiefe of the connecting element is limited by the arranged on the side facing away from the open end face of the C-profile rail end plate of the connecting element.
  • the connecting element can thus be arranged to be freely displaceable in the intermediate region of a minimum insertion depth, which is necessary for a proper connection between the connecting element and its respective support or latch, and the stop formed by the stop closing plate and thus for a continuous extension or shortening of the corresponding support or the respective bolt.
  • the C-profile rail and / or the end plate are provided with through holes, so that the connecting element in its respective postponement position relative to the respective bolt or the respective support is fixed, such as by forming a simple screw.
  • the through holes are arranged in pairs spaced from each other, so that in each case a double connection, such as by forming a simple screw, can be produced and thus for a better fixation of the connecting element in the respective desired relative position to the respective bolt or the respective support is ensured.
  • the connecting element can be pushed with advantage in the installed position from below on an at least approximately vertically installed support, so that the end plate is virtually the bottom plate of the support.
  • all vertical supports of a corresponding space structure are provided accordingly with connecting elements, local unevenness of the footprint, the space structure can be compensated by the corresponding positioning of the connecting elements relative to the vertical supports of the space structure.
  • the connecting elements can also be placed on top of the at least approximately vertically installed supports of a structure and thus compensate for differences in length of the supports on the upper side, so that the supports for to be connected to the supports at least substantially in the horizontal position mounting bolt in the same Height are arranged.
  • FIG. 1 shows a perspective view of a support 1 shown in a vertical mounting position, on which a connecting element 2 is attached in a form-fitting manner in the manner of an adapter.
  • the connecting element 2 in turn consists of a C-profile rail 3 which is dimensioned such that it can be plugged or pushed onto the support 1, which is also designed as a C-profile rail form-fit under formation of a press fit.
  • the C-profile rail 3 has a, an insertion opening 4 marking, open end of the connecting element 2.
  • the insertion of the opening 4 opposite end face of the connecting element 2 is through closed a plane end plate 5.
  • the end plate 5 forms so far a closed end face of the connecting element 2.
  • the width of the end plate 5 corresponds to the width of the C-profile rail 3 of the connecting element 2.
  • the end plate 5 projects beyond the open side of the connecting element 2 by a projection 6.
  • the end plate 5 is as out FIG. 1 can be seen with two adjacent through holes 7.7 'provided.
  • FIG. 2 is also in a perspective view but in a rear view again in FIG. 1 shown connecting element 2 shown.
  • the bottom plate 10 of the C-profile rail 3 of the connecting element 2 is provided with connecting holes 11.
  • the C-profile rail 3 of the connecting element 2 for example, with a vertical support 1 as in FIG. 1 can be connected, for example, fixed by a screw not shown here, and thus the connecting element 2 in its relative position to the support 1 but also, for example, a bolt.
  • FIG. 3 shows a perspective view of a section of a room construction in the dry construction style by the formation of known per se / bolt connections, that is made by the connection of corresponding C-profile rail elements truss-like.
  • the space construction 12 is shown in FIG. 3 from vertically built-in supports 1 and horizontally built-in bars 13. It comes both in the preparation of the supports 1 on a bottom plate not shown here as well as the connection of the supports 1 and
  • FIG. 4 shows in a detailed representation of how on the underside of a support 1, a connecting element 2 has been plugged.
  • the end plate 5 as from FIG. 4 apparent, virtually the bottom element of in FIG. 3
  • the length of the support 1 can be leveled so that the support / bolt connections, approximately in accordance with FIGS. 5 and 6 , as in FIG. 3 represented, all are arranged at the same height and thus the bolt 13 are each levied as intended horizontally.
  • FIG. 5 is the connecting element 2 from above on a support 1 plugged so that the upper end plate 5 of the connecting element 2 represents the support for the corner joint formed by the supports 13.
  • the supports 13 via the through holes 7, 7 'with the in FIG. 5 not further designated end plate 5 are connected to form a connection and for producing the support with each other.
  • the supernatant of the end plate 5 on the open side of the C-profile rail 3 of the connecting element 2 can also be used to form a T-connection, consisting of three abutting latch 13, and to form a support for this T-connection. Again, determines the relative positioning of the connecting element 2 and its corresponding fixation in this position relative to the support 1, the respective support height for in FIG. 6 represented T-connection.
  • FIG. 7 shows that the corresponding connecting elements 2 can also be used when a double support is formed from two C-profile elements.
  • a connecting element 2, 2 ' is positively placed on each support 1, 1', wherein the end plates 5 of the connecting elements 2, 2 'not shown here in each case form the foot elements of the double supports formed from the two supports 1, 1', so that a corresponding double support can be leveled by the use of the connecting elements 2 in their height.
  • a connecting element which facilitates the construction and assembly of room constructions 12, in particular those in existing room constructions, by facilitating a facilitated connection of the supports 1 and latches 13 used in this context by means of the connecting elements 2 and thereby existing unevenness or other construction defects can be easily compensated.

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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)
  • Revetment (AREA)
  • Finishing Walls (AREA)

Abstract

The connecting element (2) has a C-profile rail (3) whose one front side is open and the other front side is closed with a closing panel (5). The width of the closing panel corresponds to the C-profile of the connecting element. The closing panel forms a projection (6) over the open side of the C-profile rail in the longitudinal direction. The C-profile rail and the closing panel are provided with through holes (7,7').

Description

Die Erfindung betrifft ein Verbindungselement, vorzugsweise zur Verwendung im Trockenbau zur Ausbildung von an sich bekannten Stütze-Riegel-Verbindungen.The invention relates to a connecting element, preferably for use in dry construction for the formation of known support-bolt connections.

Der Trockenbau zeichnet sich gegenüber der herkömmlichen Bauweise dadurch aus, dass keine wasserhaltigen Baustoffe, wie Beton oder Putz, zur Errichtung von Bauteilen verwendet werden und daher auf die üblichen Austrocknungszeiten verzichtet werden kann. In diesem Zusammenhang werden Raumstrukturen, Wände, aber auch Außenbauten durch das Zusammenfügen industrieller Halbzeuge erzeugt. Die Trockenbauweise ist im Allgemeinen schneller und oftmals günstiger als das Erstellen von Bauten mit herkömmlichen Mauerwerk. Trockenbauten werden insbesondere eingesetzt, um Raum-in-Raum-Systeme, also etwa Trennwände, aber auch ganze Büro- oder Studioeinbauten oder Nasszellen, entweder von Anfang an oder nachträglich, in größeren Raumstrukturen zu installieren. Die solcherart durch Trockenbau geschaffenen Raumzellen, können ein- oder zweistöckig ausgebildet sein und sind als selbsttragende Strukturen zu konstruieren. Nachdem sie in der Regel keine tragenden Funktionen in einem Bauwerk erfüllen müssen, sind sie nicht vergleichbaren Belastungen, wie andere Gebäudestrukturen, ausgesetzt. Selbstverständlich sind im Rahmen des Trockenbaus auch Mischkonstruktionen, also Konstruktionen, die sowohl auf herkömmliches Mauerwerk, wie auch auf Trockenbaubestandteile setzen, denkbar.The drywall is distinguished from the conventional construction in that no hydrous building materials, such as concrete or plaster, are used for the construction of components and therefore can be dispensed with the usual dehydration times. In this context, spatial structures, walls, but also external buildings are created by the joining of industrial semi-finished products. Drywall construction is generally faster and often cheaper than building traditional masonry structures. Dry structures are used in particular to install room-in-room systems, such as partitions, but also entire office or studio installations or wet rooms, either from the beginning or subsequently, in larger room structures. The thus created by drywall space cells can be formed one or two stories and are to construct as self-supporting structures. After they usually have no supporting functions in have to meet a building, they are not comparable loads, as other building structures suspended. Of course, in the context of drywall and mixed constructions, so constructions that put both on conventional masonry, as well as on drywall components, conceivable.

Bei den bereits angesprochenen Raum-in-Raum-Konstruktionen besteht jedoch das Problem, dass die Trockenbaukonstruktion meist in bereits bestehende Raumstrukturen integriert werden müssen. Dabei müssen häufig bei einer derartigen Trockenbaukonstruktion bereits bestehende Baumängel, wie etwa Unebenheiten im Aufstellgrund, schiefe Wände oder Deckenkonstruktionen, als gegeben hingenommen werden und die Trockenbaukonstruktion quasi in die bereits bestehenden Bauten integriert werden. Dies erfordert üblicherweise aufwendige Spezialkonstruktionen an dem Trockenbauwerk oder aber umfangreiche, zumeist nicht erwünschte Nachbearbeitungen des bestehenden Bauwerkes. Nachdem es aber gerade Sinn und Zweck des Einsatzes von Trockenbaukonstruktionen ist, möglichst schnelle und einfache Lösungen zu konzipieren, ist dies nach Möglichkeit zu vermeiden.In the previously mentioned space-in-space constructions, however, there is the problem that the drywall construction usually have to be integrated into existing spatial structures. In this case, already existing construction defects, such as unevenness in the erection ground, inclined walls or ceiling constructions, must often be taken for granted in such a drywall construction and the drywall construction can be virtually integrated into the already existing buildings. This usually requires complex special designs on the dry structure or extensive, mostly undesirable reworking of the existing structure. However, since it is precisely the purpose of the use of drywall constructions to design solutions that are as fast and easy as possible, this should be avoided wherever possible.

Der Erfindung liegt daher die Aufgabe zu Grunde, ein Verbindungselement zu schaffen, das es auch im Falle von bereits bestehenden Unebenheiten im Aufstellgrund oder bei angrenzenden Wänden erlaubt, ohne Veränderungen der Trockenbaukonstruktion an sich, entsprechende Nevillierungen und Anpassungen in einfacher Weise vor Ort vornehmen zu können.The invention is therefore based on the object to provide a connecting element, which allows it in the case of existing bumps in the ground or adjacent walls, without changes to the drywall construction per se to be able to make appropriate Nevillierungen and adjustments in a simple manner on site ,

Die Lösung dieser Aufgabe gelingt durch den Einsatz eines Verbindungselementes mit den Merkmalen des Hauptanspruches. Vorteilhafte Ausgestaltungen des Verbindungselementes können den abhängigen Ansprüchen 2 bis 7 entnommen werden.The solution of this problem is achieved by the use of a connecting element with the features of the main claim. Advantageous embodiments of the connecting element can be found in the dependent claims 2 to 7.

Das Verbindungselement umfasst im Wesentlichen eine C-Profil-Schiene mit einer offenen und einer geschlossenen Stirnseite. Die geschlossene Stirnseite wird von einem planen Abschlussblech gebildet, das das C-Profil-Schienenelement auf der Offenseite durch einen Überstand überragt, wobei das Abschlussblech im Übrigen in seiner Breite der Breite der C-Profil-Schiene des Verbindungselementes entspricht. Die C-Profil-Schiene ist derart dimensioniert, dass sie wie eine Aufsteckhülse auf ein übliches C-Profil zur Ausbildung einer Stütze oder eines Riegels innerhalb eines Trockenbauwerkes aufgeschoben werden kann. Die maximale Aufschubtiefe des Verbindungselementes ist dabei durch das auf der der Offenseite abgewandten Stirnseite der C-Profil-Schiene angeordnete Abschlussblech des Verbindungselementes begrenzt. Das Verbindungselement kann also in dem Zwischenbereich einer minimalen Aufstecktiefe, die für eine ordnungsgemäße Verbindung zwischen dem Verbindungselement und deren jeweiligen Stütze oder Riegel notwendig ist, und dem durch das Anschlagsabschlussblech gebildeten Anschlag frei verschieblich angeordnet werden und somit für eine stufenlose Verlängerung oder Verkürzung der entsprechenden Stütze oder des jeweiligen Riegels sorgen.The connecting element essentially comprises a C-profile rail with an open and a closed end side. The closed end side is formed by a flat end plate, which projects beyond the C-profile rail element on the open side by a projection, wherein the end plate also corresponds in its width to the width of the C-profile rail of the connecting element. The C-profile rail is dimensioned such that it can be pushed like a slip-on to a conventional C-profile to form a support or a bolt within a drywall. The maximum Aufschubtiefe of the connecting element is limited by the arranged on the side facing away from the open end face of the C-profile rail end plate of the connecting element. The connecting element can thus be arranged to be freely displaceable in the intermediate region of a minimum insertion depth, which is necessary for a proper connection between the connecting element and its respective support or latch, and the stop formed by the stop closing plate and thus for a continuous extension or shortening of the corresponding support or the respective bolt.

In vorteilhafter Ausgestaltung sind die C-Profil-Schiene und/oder das Abschlussblech mit Durchgangsbohrungen versehen, so dass das Verbindungselement in seiner jeweiligen Aufschubposition relativ zu dem jeweiligen Riegel oder der jeweiligen Stütze fixierbar ist, etwa durch Ausbildung einer einfachen Schraubverbindung.In an advantageous embodiment, the C-profile rail and / or the end plate are provided with through holes, so that the connecting element in its respective postponement position relative to the respective bolt or the respective support is fixed, such as by forming a simple screw.

In abermals vorteilhafter Weiterbildung sind die Durchgangsbohrungen jeweils paarweise im Abstand zueinander angeordnet, so dass jeweils eine Doppelverbindung, etwa durch Ausbildung einer einfachen Schraubverbindung, herstellbar ist und somit für eine bessere Fixierung des Verbindungselementes in der jeweils gewünschten Relativposition zu dem jeweiligen Riegel oder der jeweiligen Stütze sichergestellt ist.In another advantageous development, the through holes are arranged in pairs spaced from each other, so that in each case a double connection, such as by forming a simple screw, can be produced and thus for a better fixation of the connecting element in the respective desired relative position to the respective bolt or the respective support is ensured.

Das Verbindungselement kann mit Vorteil in der Einbaulage von unten auf eine zumindest annähernd vertikal verbaute Stütze aufgeschoben werden, so dass das Abschlussblech quasi die Bodenplatte der Stütze darstellt. Für den Fall, dass alle Vertikalstützen einer entsprechenden Raumkonstruktion entsprechend mit Verbindungselementen versehen werden, können lokale Unebenheiten der Aufstellfläche, der Raumkonstruktion durch die entsprechende Positionierung der Verbindungselemente relativ zu den Vertikalstützen der Raumkonstruktion ausgeglichen werden.The connecting element can be pushed with advantage in the installed position from below on an at least approximately vertically installed support, so that the end plate is virtually the bottom plate of the support. In the event that all vertical supports of a corresponding space structure are provided accordingly with connecting elements, local unevenness of the footprint, the space structure can be compensated by the corresponding positioning of the connecting elements relative to the vertical supports of the space structure.

Die Verbindungselemente können alternativ auch oberseitig auf die zumindest annähernd vertikal eingebauten Stützen eines Bauwerks aufgesetzt werden und somit oberseitig ein Ausgleich für Längenunterschiede der Stützen gesorgt werden, so dass die Auflager für mit den Stützen zu verbindende zumindest im Wesentlichen in horizontaler Einbaulage zu verbauende Riegel in gleicher Höhe angeordnet sind.Alternatively, the connecting elements can also be placed on top of the at least approximately vertically installed supports of a structure and thus compensate for differences in length of the supports on the upper side, so that the supports for to be connected to the supports at least substantially in the horizontal position mounting bolt in the same Height are arranged.

Die Erfindung wird nachstehend anhand eines in der Zeichnung nur schematisch dargestellten Ausführungsbeispiels näher erläutert:The invention will be explained in more detail below with reference to an embodiment shown only schematically in the drawing:

Es zeigen:

Figur 1
ein auf eine Stütze aufgesetztes Verbindungselement in einer perspektivischen Darstellung,
Figur 2
ein Verbindungselement gemäß Figur 1 in Alleinstellung in einer perspektivischen Rückansicht,
Figur 3
eine Raumkonstruktion in Trockenbauweise mit Stützen und Riegeln unter Verwendung der in Figur 1 und 2 gezeigten Verbindungselemente in perspektivischer Ansicht,
Figur 4
ein in Figur IV. bezeichnetes Teilelement
Figur 5
ein in Figur 3 mit V bezeichnetes Teilelement
Figur 6
ein in Figur 3 mit VI bezeichnetes Teilelement
Figur 7
ein in Figur 3 mit VII bezeichnetes Teilelement.
Show it:
FIG. 1
a mounted on a support connecting element in a perspective view,
FIG. 2
a connecting element according to FIG. 1 alone in a perspective rear view,
FIG. 3
a drywall construction using columns and beams using the in FIGS. 1 and 2 shown fasteners in perspective view,
FIG. 4
a designated in Figure IV. Part element
FIG. 5
a in FIG. 3 subelement labeled V
FIG. 6
a in FIG. 3 partial element denoted by VI
FIG. 7
a in FIG. 3 Part VII denoted by VII.

Figur 1 zeigt in perspektivischer Ansicht einen in einer vertikalen Einbaulage dargestellte Stütze 1, auf die ein Verbindungselement 2 nach Art eines Adapters formschlüssig aufgesteckt ist. Das Verbindungselement 2 besteht seinerseits aus einer C-Profil-Schiene 3 die derart dimensionierte ist, dass sie auf die Stütze 1, die ebenfalls als C-Profil-Schiene ausgebildet ist formschlüssig unter Ausbildung einer Presspassung aufgesteckt bzw. aufgeschoben werden kann. Die C-Profil-Schiene 3 besitzt eine, eine Einstecköffnung 4 markierende, offene Stirnseite des Verbindungselementes 2. Die der Einstecköffnung 4 gegenüberliegende Stirnseite des Verbindungselementes 2 ist durch ein planes Abschlussblech 5 verschlossen. Das Abschlussblech 5 bildet insoweit eine geschlossene Stirnseite des Verbindungselementes 2 aus. Dabei entspricht die Breite des Abschlussbleches 5 der Breite der C-Profil-Schiene 3 des Verbindungselementes 2. In Längsrichtung überragt das Abschlussblech 5 die offene Seite des Verbindungselementes 2 um einen Überstand 6. Das Abschlussblech 5 ist wie aus Figur 1 ersichtlich mit zwei einander benachbarten Durchgangsbohrungen 7,7' versehen. FIG. 1 shows a perspective view of a support 1 shown in a vertical mounting position, on which a connecting element 2 is attached in a form-fitting manner in the manner of an adapter. The connecting element 2 in turn consists of a C-profile rail 3 which is dimensioned such that it can be plugged or pushed onto the support 1, which is also designed as a C-profile rail form-fit under formation of a press fit. The C-profile rail 3 has a, an insertion opening 4 marking, open end of the connecting element 2. The insertion of the opening 4 opposite end face of the connecting element 2 is through closed a plane end plate 5. The end plate 5 forms so far a closed end face of the connecting element 2. In this case, the width of the end plate 5 corresponds to the width of the C-profile rail 3 of the connecting element 2. In the longitudinal direction, the end plate 5 projects beyond the open side of the connecting element 2 by a projection 6. The end plate 5 is as out FIG. 1 can be seen with two adjacent through holes 7.7 'provided.

In Figur 2 ist ebenfalls in einer perspektivischen Darstellung aber in einer Rückansicht erneut das in Figur 1 gezeigte Verbindungselement 2 dargestellt. Wie aus dieser Darstellung ersichtlich ist auch die Bodenplatte 10 der C-Profil-Schiene 3 des Verbindungselements 2 mit Verbindungsbohrungen 11 versehen. Über die Verbindungsbohrungen 11 kann die C-Profil-Schiene 3 des Verbindungselements 2 beispielsweise mit einer vertikalen Stütze 1 wie in Figur 1 dargestellt verbunden werden, etwa durch eine hier nicht weiter dargestellte Schraubverbindung und somit das Verbindungselement 2 in seiner Relativposition zur Stütze 1 aber auch beispielsweise eines Riegels fixiert werden.In FIG. 2 is also in a perspective view but in a rear view again in FIG. 1 shown connecting element 2 shown. As can be seen from this illustration, the bottom plate 10 of the C-profile rail 3 of the connecting element 2 is provided with connecting holes 11. About the connecting holes 11, the C-profile rail 3 of the connecting element 2, for example, with a vertical support 1 as in FIG. 1 can be connected, for example, fixed by a screw not shown here, and thus the connecting element 2 in its relative position to the support 1 but also, for example, a bolt.

Figur 3 zeigt in perspektivischer Darstellung einen Ausschnitt aus einer Raumkonstruktion die im Trockenbaustil durch die Ausbildung von an sich bekannten Stütze-/ Riegel-verbindungen, also durch die Verbindung entsprechender C-Profil-Schienenelemente fachwerkartig hergestellt ist. Die Raumkonstruktion 12 besteht gemäß der Darstellung in Figur 3 aus vertikal eingebauten Stützen 1 und horizontal eingebauten Riegeln 13. Dabei kommen sowohl bei der Aufstellung der Stützen 1 auf einer hier nicht weiter dargestellten Bodenplatte wie auch zur Verbindung der Stützen 1 und FIG. 3 shows a perspective view of a section of a room construction in the dry construction style by the formation of known per se / bolt connections, that is made by the connection of corresponding C-profile rail elements truss-like. The space construction 12 is shown in FIG FIG. 3 from vertically built-in supports 1 and horizontally built-in bars 13. It comes both in the preparation of the supports 1 on a bottom plate not shown here as well as the connection of the supports 1 and

Riegel 13 jeweils Verbindungselemente 2 in noch zu erläuternder Funktion gemäß den Detailansichten, wie sie in den Figuren 4 bis 7 dargestellt sind zum Einsatz.Latches 13 each connecting elements 2 in yet to be explained function according to the detail views, as shown in the FIGS. 4 to 7 are shown for use.

Figur 4 zeigt in einer Detaildarstellung wie unterseitig auf eine Stütze 1 ein Verbindungselement 2 aufgesteckt wurde. Dabei bildet das Abschlussblech 5, wie aus Figur 4 ersichtlich, quasi das Bodenelement der in Figur 3 gezeigten Raumkonstruktion 12. Über die Relativpositionierung des Verbindungselementes 2 relativ zur Stütze 1 und deren Fixierung über die Verbindungsbohrungen 11 in dieser Position kann somit die Länge der Stütze 1 so nivelliert werden, dass die Stütze-/Riegel-Verbindungen, etwa gemäß den Figuren 5 und 6, wie in Figur 3 dargestellt, alle in gleicher Höhe angeordnet sind und somit die Riegel 13 jeweils bestimmungsgemäß waagerecht aufgelagert sind. FIG. 4 shows in a detailed representation of how on the underside of a support 1, a connecting element 2 has been plugged. In this case, the end plate 5, as from FIG. 4 apparent, virtually the bottom element of in FIG. 3 On the relative positioning of the connecting element 2 relative to the support 1 and its fixation via the connecting holes 11 in this position, thus the length of the support 1 can be leveled so that the support / bolt connections, approximately in accordance with FIGS. 5 and 6 , as in FIG. 3 represented, all are arranged at the same height and thus the bolt 13 are each levied as intended horizontally.

Gemäß der Detaildarstellung in Figur 5 ist das Verbindungselement 2 von oben auf eine Stütze 1 so aufgesteckt, dass das obere Abschlussblech 5 des Verbindungselementes 2 das Auflager für die von den Stützen 13 gebildete Eckverbindung darstellt. Dabei können die Stützen 13 über die Durchgangsbohrungen 7, 7' mit dem in Figur 5 nicht weiter bezeichneten Abschlussblech 5 zur Ausbildung einer Verbindung und zur Herstellung des Auflagers miteinander verbunden werden.According to the detailed representation in FIG. 5 is the connecting element 2 from above on a support 1 plugged so that the upper end plate 5 of the connecting element 2 represents the support for the corner joint formed by the supports 13. In this case, the supports 13 via the through holes 7, 7 'with the in FIG. 5 not further designated end plate 5 are connected to form a connection and for producing the support with each other.

Gemäß der Detaildarstellung in Figur 6 kann der Überstand des Abschlussblechs 5 über die Offenseite der C-Profil-Schiene 3 des Verbindungselementes 2 auch dazu eingesetzt werden, um eine T-Verbindung, bestehend aus drei aneinanderstoßenden Riegel 13, auszubilden und für diese T-Verbindung ein Auflager zu bilden. Auch hier bestimmt die Relativpositionierung des Verbindungselementes 2 und dessen entsprechende Fixierung in dieser Position relativ zur Stütze 1 die jeweilige Auflagerhöhe für die in Figur 6 dargestellte T-Verbindung.According to the detailed representation in FIG. 6 the supernatant of the end plate 5 on the open side of the C-profile rail 3 of the connecting element 2 can also be used to form a T-connection, consisting of three abutting latch 13, and to form a support for this T-connection. Again, determines the relative positioning of the connecting element 2 and its corresponding fixation in this position relative to the support 1, the respective support height for in FIG. 6 represented T-connection.

Aus der Detaildarstellung in Figur 7 geht hervor, dass die entsprechenden Verbindungselemente 2 auch dann eingesetzt werden können, wenn eine Doppelstütze aus zwei C-ProfilElementen gebildet wird. In diesem Fall wird auf jede Stütze 1, 1' ein Verbindungselement 2, 2' formschlüssig aufgesetzt, wobei die hier nicht weiter dargestellten Abschlussbleche 5 der Verbindungselemente 2, 2' jeweils die Fußelemente der aus den beiden Stützen 1, 1' gebildeten Doppelstütze ausbilden, so dass auch eine entsprechende Doppelstütze in ihrer Höhe durch die Verwendung der Verbindungselemente 2 nivelliert werden kann.From the detailed representation in FIG. 7 shows that the corresponding connecting elements 2 can also be used when a double support is formed from two C-profile elements. In this case, a connecting element 2, 2 'is positively placed on each support 1, 1', wherein the end plates 5 of the connecting elements 2, 2 'not shown here in each case form the foot elements of the double supports formed from the two supports 1, 1', so that a corresponding double support can be leveled by the use of the connecting elements 2 in their height.

Vorstehend ist somit ein Verbindungselement beschrieben, das den Aufbau und die Zusammenstellung von Raumkonstruktionen 12, insbesondere die in bestehende Raumkonstruktionen eingebracht werden müssen, dadurch erleichtert, dass mittels der Verbindungselemente 2 eine erleichterte Verbindung der in diesem Zusammenhang eingesetzten Stützen 1 und Riegel 13 ermöglicht und dabei etwa bestehende Unebenheiten oder sonstige Baumängel unproblematisch ausgeglichen werden können.In the foregoing, therefore, a connecting element is described which facilitates the construction and assembly of room constructions 12, in particular those in existing room constructions, by facilitating a facilitated connection of the supports 1 and latches 13 used in this context by means of the connecting elements 2 and thereby existing unevenness or other construction defects can be easily compensated.

BEZUGSZEICHENLISTELIST OF REFERENCE NUMBERS

11
Stützesupport
22
Verbindungselementconnecting element
33
C-Profil-SchieneC-section rail
44
Einstecköffnunginsertion
55
Abschlussblechclosing panel
66
ÜberstandGot over
7, 7'7, 7 '
DurchgangsbohrungThrough Hole
1010
Bodenplattebaseplate
1111
Verbindungsbohrungconnecting bore
1212
Raumkonstruktionroom construction
1313
Riegelbars

Claims (7)

Verbindungselement, vorzugsweise zur Verwendung im Trockenbau zur Ausbildung von Stütze-Riegelverbindungen, dadurch gekennzeichnet, dass das Verbindungselement (2) im Wesentlichen eine C-Profil-Schiene (3) umfasst, deren eine Stirnseite geöffnet ist und deren andere Stirnseite mit einem planen Abschlussblech (5) verschlossen ist, wobei die Breite des Abschlussbleches (5) der der C-Profil-Schiene (3) des Verbindungselementes (2) entspricht, das Abschlussblech (5) aber in dessen Längsrichtung einen Überstand (6) über die Offenseite der C-Profil-Schiene (3) ausbildet.Connecting element, preferably for use in dry construction for the formation of column-bolt connections, characterized in that the connecting element (2) substantially comprises a C-profile rail (3), whose one end face is open and the other end face with a flat end plate ( 5) is closed, wherein the width of the end plate (5) of the C-profile rail (3) of the connecting element (2) corresponds, the end plate (5) but in the longitudinal direction, a projection (6) on the open side of the C Profile Rail (3) is forming. Verbindungselement nach Anspruch 1, dadurch gekennzeichnet, dass die C-Profil-Schiene (3) und/oder das Abschlussblech (5) des Verbindungselementes (2) mit wenigstens einer Durchgangs- bzw. Verbindungsbohrung (7,/7',11) versehen sind.Connecting element according to claim 1, characterized in that the C-profile rail (3) and / or the end plate (5) of the connecting element (2) with at least one passage or connecting bore (7, / 7 ', 11) are provided , Verbindungselement nach Anspruch 2, dadurch gekennzeichnet, dass die Durchgangs- bzw. Verbindungsbohrungen (7,/7',11) jeweils paarweise nebeneinander zur Ausbildung einer Doppelverbindung angeordnet sind.Connecting element according to claim 2, characterized in that the passage or connecting bores (7, / 7 ', 11) are arranged in pairs side by side to form a double connection. Verbindungselement nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Verbindungselement (2) in der Einbaulage unterseitig auf eine vertikal verbaute Stütze (1) derart aufgeschoben ist, dass das Abschlussblech (5) des Verbindungselementes (2) die Bodenplatte dieser Stütze (1) darstellt.Connecting element according to one of the preceding claims, characterized in that the connecting element (2) in the installed position on the underside on a vertically mounted support (1) is pushed in such a way that the end plate (5) of the connecting element (2), the bottom plate of this support (1). represents. Verbindungselement nach einem der vorhergehenden Ansprüche 1 bis 3, dadurch gekennzeichnet, dass das Verbindungselement (2) in der Einbaulage oberseitig auf eine vertikal eingesetzte Stütze (1) derart aufgeschoben ist, dass das Abschlussblech (5) des Verbindungselementes (2) ein Auflager für die mit dieser Stütze (1) zu verbindenden, zumindest annähernd horizontal eingebauten Riegel (13) darstellt.Connecting element according to one of the preceding claims 1 to 3, characterized in that the connecting element (2) in the installed position on the upper side on a vertically inserted support (1) is pushed in such a way that the end plate (5) of the connecting element (2) a support for the represents with this support (1) to be connected, at least approximately horizontally installed bolt (13). Verbindungselement nach Anspruch 4 oder 5, dadurch gekennzeichnet, dass in Abhängigkeit davon, wieweit das Verbindungselement (2) auf die Stütze (1) aufgeschoben wird, eine Nivellierung der Stütze (1) als solcher oder aber des durch die Stütze (1) vermittelten Auflagers für die mit der Stütze (1) zu verbindenden Riegel (13) gegeben ist und mittels der Durchgangsbohrungen (7,7') die Verbindung in der jeweils gewünschten Verbindungsposition, vorzugsweise mittels einer Schraubverbindung, fixierbar ist.Connecting element according to claim 4 or 5, characterized in that depending on the extent to which the connecting element (2) is pushed onto the support (1), a leveling of the support (1) as such or of the by the support (1) mediated Auflagers for the bolt (13) to be connected to the support (1) is given and by means of the through holes (7,7 '), the connection in the respectively desired connection position, preferably by means of a screw connection, can be fixed. Verbindungselement nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die C-Profil-Schiene (3) des Verbindungselementes (2) derart dimensioniert ist, dass sie mit dem herkömmlichen C-Profil (3) einer Stütze (1) und/oder eines Riegels (13) eine Klemmpassung ausbildet, die im Sinne einer Vormontage eine erste provisorische Fixierung einer Stütze (1) und/oder einer Stütze-/Riegelverbindung leistet bevor dann mittels der Durchgangs- bzw. Verbindungsbohrungen (7,7',11) die Stütze (1) und/oder die Stütze-/ Riegelverbindung in der jeweils angestrebten Sollposition fixierbar ist.Connecting element according to one of the preceding claims, characterized in that the C-profile rail (3) of the connecting element (2) is dimensioned such that it with the conventional C-profile (3) a support (1) and / or a bolt (13) forms a clamping fit, which makes a first provisional fixation of a support (1) and / or a support / bolt connection in the sense of a pre-assembly before then by means of the passage or connecting bores (7,7 ', 11) the support ( 1) and / or the support / bolt connection in the respective desired target position can be fixed.
EP11190321.7A 2011-01-17 2011-11-23 Connecting element Active EP2476811B1 (en)

Priority Applications (1)

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PL11190321T PL2476811T3 (en) 2011-01-17 2011-11-23 Connecting element

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DE202011000119U DE202011000119U1 (en) 2011-01-17 2011-01-17 connecting element

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EP2476811A2 true EP2476811A2 (en) 2012-07-18
EP2476811A3 EP2476811A3 (en) 2014-09-24
EP2476811B1 EP2476811B1 (en) 2017-01-11

Family

ID=44312706

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EP11190321.7A Active EP2476811B1 (en) 2011-01-17 2011-11-23 Connecting element

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EP (1) EP2476811B1 (en)
DE (1) DE202011000119U1 (en)
DK (1) DK2476811T3 (en)
ES (1) ES2616431T3 (en)
PL (1) PL2476811T3 (en)

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Publication number Priority date Publication date Assignee Title
DE202013103509U1 (en) 2013-08-05 2013-11-14 Curt Würstl Vermögensverwaltungs-GmbH & Co. KG Changeable child seat
DE102013108425B4 (en) 2013-08-05 2016-08-18 Curt Würstl Vermögensverwaltungs-GmbH & Co. KG Relocatable child seat
US10246869B1 (en) * 2018-02-28 2019-04-02 Elevate Structure Inc. Construction assembly and method for making and using the same

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Publication number Priority date Publication date Assignee Title
US2796158A (en) * 1947-10-22 1957-06-18 Johns Manville Wall assembly
US3492766A (en) * 1968-05-09 1970-02-03 Mccloskey Grant Corp Adjustable stud
US4397127A (en) * 1980-09-22 1983-08-09 Donn, Incorporated Extendable stud for partition walls or the like
US6119430A (en) * 1998-09-25 2000-09-19 Nicholls; J. Robert Method and apparatus for an adjustable building stud

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None

Also Published As

Publication number Publication date
DK2476811T3 (en) 2017-04-10
ES2616431T3 (en) 2017-06-13
EP2476811A3 (en) 2014-09-24
DE202011000119U1 (en) 2011-06-01
EP2476811B1 (en) 2017-01-11
PL2476811T3 (en) 2017-07-31

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