EP2476811B1 - Elément de liaison - Google Patents

Elément de liaison Download PDF

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Publication number
EP2476811B1
EP2476811B1 EP11190321.7A EP11190321A EP2476811B1 EP 2476811 B1 EP2476811 B1 EP 2476811B1 EP 11190321 A EP11190321 A EP 11190321A EP 2476811 B1 EP2476811 B1 EP 2476811B1
Authority
EP
European Patent Office
Prior art keywords
connecting element
support
profile rail
cover plate
crossbar
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.)
Active
Application number
EP11190321.7A
Other languages
German (de)
English (en)
Other versions
EP2476811A3 (fr
EP2476811A2 (fr
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/pl
Publication of EP2476811A2 publication Critical patent/EP2476811A2/fr
Publication of EP2476811A3 publication Critical patent/EP2476811A3/fr
Application granted granted Critical
Publication of EP2476811B1 publication Critical patent/EP2476811B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—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 column-bolt connections, wherein the connecting element substantially comprises a C-profile rail, wherein the C-profile rail of the connecting element is dimensioned such that it is compatible with the conventional C -Profile of a support and / or a bolt forms a clamping fit by the connecting element such as a slip-on sleeve on the C-profile rail of a support or a bolt is positively pushed or plugged, and wherein a front side of the C-profile rail of the connecting element opened is.
  • Such a connecting element is from the GB 2 084 62 9 , A previously known.
  • a height-adjustable support beam is previously known, comprising a C-profile on which a connecting element which is also designed as a C-profile can be erected so that this is mounted longitudinally displaceable on the one hand in the sense of a telescopic extension of the support beam and on the other hand, the two C Profiles are dimensioned such that forms a friction inhibition in the region of the adjoining walls of the C profiles involved in the connection, so that a first provisional determination of the two C-profiles in their respective relative position takes place.
  • a similar connecting element for forming a support-bolt connection in the drywall is from the US Pat. No. 3,492,766 previously known.
  • 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 conventional 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. Since they usually do not have to perform any load-bearing functions in a building, they are not exposed to comparable loads as other building structures.
  • 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 to make appropriate leveling 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 insertion depth of the connecting element is thereby 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 connecting element can be pushed in the installation 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.
  • the C-profile rail and / or the end plate are provided with through holes, so that the connecting element in its respective postponement position can be fixed relative to the respective bolt or the respective support, for example by forming a simple screw connection.
  • 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.
  • 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 is made in the dry construction style by the formation of known support / bolt connections, ie 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 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.
  • 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.

Landscapes

  • 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)

Claims (5)

  1. Élément d'assemblage, à utiliser de préférence dans la construction à sec, pour former des assemblage de montants et de traverses, dans lequel l'élément d'assemblage (2) comprend pour l'essentiel un rail profilé en C (3), le rail profilé en C (3) de l'élément d'assemblage (2) étant dimensionné de façon à former avec le profil en C ordinaire d'un montant (1) et/ou d'une traverse (13) un ajustement par serrage par le fait que l'élément d'assemblage (2) peut être enfilé ou emboîté en correspondance de forme comme un manchon emboîté sur le rail profilé en C d'un montant (1) ou d'une traverse (13), et dans lequel une face d'extrémité du rail profilé en C (3) de l'élément d'assemblage (2) est ouverte, caractérisé en ce que l'autre face d'extrémité du rail profilé en C (3) de l'élément d'assemblage (2) est obturée par une tôle de fermeture (5) plane, la largeur de la tôle de fermeture (5) correspondant à celle du rail profilé en C (3) de l'élément d'assemblage (2) mais la tôle de fermeture (5) formant dans sa longueur un débordement (6) au-delà de la face ouverte du rail profilé en C (3) de l'élément d'assemblage (2), l'ajustement par serrage réalisant, en vue d'un pré-assemblage, une première fixation provisoire d'un montant (1) ou d'un assemblage de montant et de traverse avant que l'élément d'assemblage (2) puisse être fixé ensuite au moyen de perçages d'assemblage (11) dans une plaque de fond (10) de l'élément d'assemblage (2) ou de perçages traversants (7, 7') dans la tôle de fermeture (5) de l'élément d'assemblage (2) dans sa position relative par rapport au profil en C du montant (1) ou de la traverse (13) et que le montant (1) et/ou l'assemblage de montant et de traverse puisse ainsi être fixé dans la position de consigne visée, la tôle de fermeture (5) formant un élément de fond quand l'élément d'assemblage (2) est emboîté par dessous sur le montant (1) et formant un appui quand l'élément d'assemblage (2) est emboîté par dessus sur le montant (1).
  2. Élément d'assemblage selon la revendication 1, caractérisé en ce que les perçages traversants et d'assemblage (7, 7', 11) sont disposés respectivement par paires l'un à côté de l'autre afin de former un double assemblage.
  3. Élément d'assemblage selon l'une des revendications précédentes, caractérisé en ce que l'élément d'assemblage (2) en position de montage est enfilé par dessous sur un montant (1) dressé verticalement, de telle façon que la tôle de fermeture (5) de l'élément d'assemblage (2) représente la plaque de fond de ce montant (1).
  4. Élément d'assemblage selon l'une des revendications 1 à 2, caractérisé en ce que l'élément d'assemblage (2) en position de montage est enfilé par dessus sur un montant (1) dressé verticalement, de telle façon que la tôle de fermeture (5) de l'élément d'assemblage (2) représente un appui pour la traverse (13) montée au moins approximativement à l'horizontale qui doit être assemblée à ce montant (1).
  5. Élément d'assemblage selon la revendication 3 ou 4, caractérisé en ce que selon la longueur sur laquelle l'élément d'assemblage (2) est enfilé sur le montant (1), le montant (1) en tant que tel ou l'appui formé par le montant (1) pour la traverse (13) à assembler au montant (1) est mis à niveau et l'assemblage peut être fixé au moyen des perçages traversants (7, 7') dans la position d'assemblage souhaitée, de préférence au moyen d'un vissage.
EP11190321.7A 2011-01-17 2011-11-23 Elément de liaison Active EP2476811B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL11190321T PL2476811T3 (pl) 2011-01-17 2011-11-23 Element łączący

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202011000119U DE202011000119U1 (de) 2011-01-17 2011-01-17 Verbindungselement

Publications (3)

Publication Number Publication Date
EP2476811A2 EP2476811A2 (fr) 2012-07-18
EP2476811A3 EP2476811A3 (fr) 2014-09-24
EP2476811B1 true EP2476811B1 (fr) 2017-01-11

Family

ID=44312706

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11190321.7A Active EP2476811B1 (fr) 2011-01-17 2011-11-23 Elément de liaison

Country Status (5)

Country Link
EP (1) EP2476811B1 (fr)
DE (1) DE202011000119U1 (fr)
DK (1) DK2476811T3 (fr)
ES (1) ES2616431T3 (fr)
PL (1) PL2476811T3 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202013103509U1 (de) 2013-08-05 2013-11-14 Curt Würstl Vermögensverwaltungs-GmbH & Co. KG Veränderbarer Kindersitz
DE102013108425B4 (de) 2013-08-05 2016-08-18 Curt Würstl Vermögensverwaltungs-GmbH & Co. KG Verlagerbarer Kindersitz
US10246869B1 (en) * 2018-02-28 2019-04-02 Elevate Structure Inc. Construction assembly and method for making and using the same

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2796158A (en) * 1947-10-22 1957-06-18 Johns Manville Wall assembly
GB2084629A (en) * 1980-09-22 1982-04-15 Donn Inc Telescopic stud for partition walls or the like

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3492766A (en) * 1968-05-09 1970-02-03 Mccloskey Grant Corp Adjustable stud
US6119430A (en) * 1998-09-25 2000-09-19 Nicholls; J. Robert Method and apparatus for an adjustable building stud

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2796158A (en) * 1947-10-22 1957-06-18 Johns Manville Wall assembly
GB2084629A (en) * 1980-09-22 1982-04-15 Donn Inc Telescopic stud for partition walls or the like

Also Published As

Publication number Publication date
EP2476811A3 (fr) 2014-09-24
DK2476811T3 (en) 2017-04-10
ES2616431T3 (es) 2017-06-13
PL2476811T3 (pl) 2017-07-31
DE202011000119U1 (de) 2011-06-01
EP2476811A2 (fr) 2012-07-18

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