EP2476811B1 - Verbindungselement - Google Patents
Verbindungselement Download PDFInfo
- 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
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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
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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
- 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)
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 (de) | 2012-07-18 |
| EP2476811A3 EP2476811A3 (de) | 2014-09-24 |
| EP2476811B1 true EP2476811B1 (de) | 2017-01-11 |
Family
ID=44312706
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP11190321.7A Active EP2476811B1 (de) | 2011-01-17 | 2011-11-23 | Verbindungselement |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP2476811B1 (da) |
| DE (1) | DE202011000119U1 (da) |
| DK (1) | DK2476811T3 (da) |
| ES (1) | ES2616431T3 (da) |
| PL (1) | PL2476811T3 (da) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102013108425B4 (de) | 2013-08-05 | 2016-08-18 | Curt Würstl Vermögensverwaltungs-GmbH & Co. KG | Verlagerbarer Kindersitz |
| DE202013103509U1 (de) | 2013-08-05 | 2013-11-14 | Curt Würstl Vermögensverwaltungs-GmbH & Co. KG | Veränderbarer Kindersitz |
| US10246869B1 (en) * | 2018-02-28 | 2019-04-02 | Elevate Structure Inc. | Construction assembly and method for making and using the same |
Citations (2)
| 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)
| 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 |
-
2011
- 2011-01-17 DE DE202011000119U patent/DE202011000119U1/de not_active Expired - Lifetime
- 2011-11-23 PL PL11190321T patent/PL2476811T3/pl unknown
- 2011-11-23 ES ES11190321.7T patent/ES2616431T3/es active Active
- 2011-11-23 EP EP11190321.7A patent/EP2476811B1/de active Active
- 2011-11-23 DK DK11190321.7T patent/DK2476811T3/da active
Patent Citations (2)
| 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 (de) | 2014-09-24 |
| DE202011000119U1 (de) | 2011-06-01 |
| DK2476811T3 (da) | 2017-04-10 |
| ES2616431T3 (es) | 2017-06-13 |
| EP2476811A2 (de) | 2012-07-18 |
| PL2476811T3 (pl) | 2017-07-31 |
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