EP2163699B1 - Connection profile - Google Patents
Connection profile Download PDFInfo
- Publication number
- EP2163699B1 EP2163699B1 EP09009325.3A EP09009325A EP2163699B1 EP 2163699 B1 EP2163699 B1 EP 2163699B1 EP 09009325 A EP09009325 A EP 09009325A EP 2163699 B1 EP2163699 B1 EP 2163699B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- profile
- connection profile
- web
- fastening tabs
- connection
- 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
Links
- 238000010276 construction Methods 0.000 claims description 21
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 238000005097 cold rolling Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 239000000853 adhesive Substances 0.000 claims 1
- 230000001070 adhesive effect Effects 0.000 claims 1
- 238000002788 crimping Methods 0.000 claims 1
- 238000007493 shaping process Methods 0.000 claims 1
- 239000002184 metal Substances 0.000 description 4
- 238000009413 insulation Methods 0.000 description 2
- ATJFFYVFTNAWJD-UHFFFAOYSA-N Tin Chemical compound [Sn] ATJFFYVFTNAWJD-UHFFFAOYSA-N 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011093 chipboard Substances 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 210000003127 knee Anatomy 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
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
- E04B2/7457—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
- 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
-
- 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
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
- E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
- E04B2/789—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile of substantially U- or C- section
-
- 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
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
-
- 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
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
- E04B2/825—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building the connection between the floor and the ceiling being achieved without any restraining forces acting in the plane of the partition
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
- E04B7/045—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls with connectors made of sheet metal for connecting the roof structure to the supporting wall
-
- 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
- E04B2002/7481—Locating rails with adjustable curvature
Definitions
- the invention relates to a connection profile for completing a wall made in a stand construction, in particular a Drempels or a circular wall, which is placed on the top and / or bottom end sides of the at least approximately vertically erected upright profiles of the wall, said connecting profile with two by the width of a Profile web of spaced side webs, which are interconnected by the profile web and is complementary to a U-shape, wherein the profile web is cut such that the fastening tabs are cut out of the profile web, that these fastening tabs to each of the side web with the Connecting web connecting deflecting edge are pivotable.
- connection profile is from the German utility model DE 20 2006 004 085.4 previously known.
- connection profile also relates to the problem that U-profiles are connected to create a drywall-manufactured stand wall or a wall with the floor and the ceiling of a building must and especially for this purpose in the horizontal direction of the arranged connection profile must be braced and secured.
- These upright profiles are preferably CW profiles whose names derive from the C-shape of the stud profiles in question. These profiles are then planked on one or both sides - possibly with the interposition of a thermal insulation, sound insulation or appropriate installation levels. As usual planking come gypsum boards or chipboard into consideration.
- interior and exterior walls can be made in metal or wood frame construction and planked accordingly.
- Drempel the vertical wall, between the load-bearing roof construction, so usually the beams and the top floor ceiling, so essentially the extension of the house outer wall up and under the roof. Depending on the roof pitch and degree of expansion, this wall can be made different levels. In many cases, the Drempel is only kniehoch trained, so that in these cases, there is widespread talk of a so-called "knee stick".
- the problem is how the upper connection profile, which is predominantly formed as a U- or L-profile, on the one hand to connect with the vertically erected uprights and on the other hand is attached to the usually inclined roof beams, so that in dry construction created stator wall is thereby reliably fixed.
- connection profile which was developed primarily in U-shape, has two side webs, which are interconnected by a common profile web.
- fastening tabs are incorporated in the profile web on both sides, which can each be bent about their respective articulation, so that this results in the possibility by means of these fastening straps that can be adjusted in an angle corresponding to the roof beams, to attach the connecting web to the roof beams and at the same time to connect the two side bars as intended with the vertically mounted upright profiles.
- connection profile was based on the idea to incorporate the attachment tabs on both sides of the profile web, so that always the same connection profile for attachment to a left side of the connection profile extending roof beams or if necessary right-handed roof beams can be secured by either the left side arranged mounting straps be used for fastening or arranged on the right side of the connection profile attachment tabs.
- the invention has for its object to provide an improved connection profile for a dry wall created wall, which avoids the disadvantages of the prior art mentioned in principle and opens up further applications.
- the solution according to the main claim provides for cutting out the fastening tabs from the profile web in such a way that they are pivoted only at one and the same deflection edge of the respective connection profile.
- the attachment tabs are therefore not formed on both sides of the profile web, but only on one side of the profile web.
- connection profile for both left-side and right-side fasteners in roof trusses or other roof substructure, can be solved simply by the fact that the corresponding connection profile, at least after it is cut to the desired length locally, can be reversed so that the arranged on the left side mounting tabs are arranged on the right side after a 180 ° rotation about the longitudinal side of the connection profile.
- the cutouts of the fastening tabs from the profile web are each designed so that the fastening tabs bounding cut edges are at least partially removed from the respective adjacent profile web so far that the mounting tabs around the respective deflection can be easily pivoted in place to the each desired angle of the respective mounting tabs easy to adjust.
- the width of the slots is chosen so that the usual radii of curvature - can be realized - for example, to realize a stator wall - but on the other hand, the required inherent rigidity of the connection profile is maintained.
- a further cutout is machined in an at least approximately right angle to the longitudinal extension of the connection profile in such a way that this section extends as far as the respectively opposite other deflection edge of the connection profile.
- connection profiles according to the invention also for clamping in on-site adjustable radii, ie in conjunction with the formation of circular walls or other curved wall sections.
- the further cut-out incorporated in the profile web which projects beyond the other deflecting edge which lies opposite the fastening tab, is guided into the adjoining side web. This results in a defined starting point for the above-described incision in the respective side bar.
- connection profile according to the invention on site, in particular their adaptation to the respective local conditions, in particular in connection with the tension of the stator profiles to form a circular wall, is.
- both the attachment tabs and selected areas of the profile web to be provided with additional mounting holes to fix the connection profile unproblematically to a roof substructure, such as a roof beams, or on a footing for a stud wall as intended.
- connection profiles according to the invention can be manufactured by a single stamped forming stroke from a flat strip.
- connection profiles can therefore be manufactured industrially from a corrosion-protected sheet steel or plastic, primarily in a cold rolling process.
- connection profile in a preferred use of the connection profile according to the invention, a stand wall can be easily realized by a lower connection profile along the desired wall course is fixed on the ground, then an upper connection profile is fixed about a slope in the manner explained then the required uprights in the U-profile the lower and upper connection profile inserted and fixed ibenda. Subsequently, the stator wall can be planked as intended.
- FIG. 1 shows a perspective view of a connection profile 1, as it is used to be connected in at least approximately horizontal alignment with the arranged at least in approximately vertical orientation of a stator stand made in drywall construction on the one hand and on the other hand with a not shown here slope of a ceiling or roof construction.
- connection profile 1 has an at least largely U-shaped cross-section, which is formed by a profile web 2 and two side webs 3, 4 connected to one another by this profile web 2. There are by appropriate Sections 5 cut out of the profile web 2 fastening tabs 6. The fastening tabs 6 are arranged only on one side of the connection profile 1.
- the fastening tabs 6 are thus all articulated about the same one deflection edge 7, which is connected to the one side web 3 and the profile web 2.
- the incisions 5 are for forming the fastening tabs 6 from the profile web 2 to further cutouts 9 to the opposite other deflecting edge 8 reaching complemented.
- two mounting holes 10 for the need-based attachment of the connection profile 1 are incorporated in the roof construction, not shown here both in the attachment tabs 6 as well as in the profile web.
- the cuts 5 and the other cutouts 9 and the mounting holes 10 can be incorporated by means of a single punch stroke in the connection profile 1 and in principle in the same hub, the substantially U-shaped profile, are made of a flat band.
- the other sections 9 as shown in FIG. 1 be guided into the other side bar 4 on the other deflection edge 8 and, if necessary, locally supplemented by corresponding additional cuts 11, such as a conventional electric or metal shears.
- the further cuts 11 are carried out as intended in such a way that, in conjunction with the further cutouts 9, they sever the entire other side web 4 in this region.
- the overlap of the further cutouts 9 in the other side web 4 serves as a positioning aid for the further cuts 11 and moreover ensures that these cuts 11 are made at each meaningful point in the connection profile 1.
- connection profile 1 After the corresponding incisions 11 have been introduced locally if necessary, it is possible to bend the connection profile 1 by the weakening in the region of the other side web 4 in the respective desired radius such that one side web 3 has a predetermined inner radius and the other side web 4 Describes a predetermined outer radius of the connection profile 1, so that the connection profile 1 is also suitable for building a curved wall so a round wall profile in stand construction or other curved wall section.
- the connection profile 1 can first be attached to the curved course of the stud wall by means of the fastening tabs 6 on the footing.
- the stator base wall In this U-shaped profile of the support strength and wall shape according to the stand, preferably CW profiles, the stator base wall inserted and locked to the connection profile 1.
- connection profile 1 which is also pre-bent according to the course of the wall, is connected via the pivotable fastening straps 6 to a slope, other ceiling or the ceiling construction.
- the fastening tabs 6 are simply screwed or nailed to the ceiling or ceiling construction and then pivoted the connection profile 1 in total to the deflection edges 7 of the thus fixed fastening tabs 6 in the intended position.
- the uprights are determined to be at least substantially vertical and latched in the region of their front ends in each case with the top and bottom open U-profiles of each involved lower and upper connection profile.
- the stator wall construction is so simple and fast.
- connection profile 1 according to the invention in such a way that it is also suitable for fastening the stator profiles of the circular wall.
- connection profile can be used as intended to connect the required to create a stud wall stand profiles with a slope, other ceiling, roof construction or a roof substructure by at least some fastening tabs 6 are attached to the roof construction and then the connection profile 1 total is bent around the respective deflection edge 7 so that it is in a position adapted to the respective roof slope.
- connection profile for straight stud walls as well as for round walls can be used and adapted on site to the respective conditions with the simplest tools.
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)
Description
Die Erfindung betrifft ein Anschlussprofil zum Abschluss einer in Ständerbauweise erstellten Wand, insbesondere eines Drempels oder einer Rundwand, das auf die ober- und/oder unterseitigen Stirnseiten der zumindest annähernd vertikal aufgestellten Ständerprofile der Wand aufsetzbar ist, wobei dieses Anschlussprofil mit zwei um die Breite eines Profilsteges voneinander beabstandeten Seitenstegen, die durch den Profilsteg miteinander verbunden sind und sich zu einer U-Form ergänzend ausgebildet ist, wobei der Profilsteg derart eingeschnitten ist, dass die Befestigungslaschen derart aus dem Profilsteg ausgeschnitten sind, dass diese Befestigungslaschen um die jeweils den Seitensteg mit dem Befestigungssteg verbindende Umlenkkante verschwenkbar sind.The invention relates to a connection profile for completing a wall made in a stand construction, in particular a Drempels or a circular wall, which is placed on the top and / or bottom end sides of the at least approximately vertically erected upright profiles of the wall, said connecting profile with two by the width of a Profile web of spaced side webs, which are interconnected by the profile web and is complementary to a U-shape, wherein the profile web is cut such that the fastening tabs are cut out of the profile web, that these fastening tabs to each of the side web with the Connecting web connecting deflecting edge are pivotable.
Ein solches Anschlussprofil ist aus dem Deutschen Gebrauchsmuster
Das vorbekannte Anschlussprofil betrifft ebenfalls die Problematik, dass U-Profile zur Erstellung eines in Trockenbauweise hergestellten Ständerwand oder einer Wand mit dem Boden und der Decke eines Bauwerks verbunden werden müssen und hierzu vornehmlich in horizontaler Richtung des angeordneten Anschlussprofils verspannt und befestigt werden müssen. Bei diesen Ständerprofilen handelt es sich vorzugsweise um CW-Profile, deren Namen von der C-Form der fraglichen Ständerprofile herrührt. Diese Profile werden dann ein- oder beidseitig - gegebenenfalls unter Zwischenlage einer Wärmedämmung, eines Schallschutzes oder entsprechender Installationsebenen - beplankt. Als übliche Beplankung kommen Gipsplatten oder Spanplatten in Betracht.The previously known connection profile also relates to the problem that U-profiles are connected to create a drywall-manufactured stand wall or a wall with the floor and the ceiling of a building must and especially for this purpose in the horizontal direction of the arranged connection profile must be braced and secured. These upright profiles are preferably CW profiles whose names derive from the C-shape of the stud profiles in question. These profiles are then planked on one or both sides - possibly with the interposition of a thermal insulation, sound insulation or appropriate installation levels. As usual planking come gypsum boards or chipboard into consideration.
In analoger Weise zum Innenausbau können auch Außenwände in Metall- oder Holzständerbauweise hergestellt und entsprechend beplankt werden.In an analogous way to the interior and exterior walls can be made in metal or wood frame construction and planked accordingly.
Dabei versteht man unter einem Drempel die senkrechte Wand, zwischen der lastaufnehmenden Dachkonstruktion, also üblicherweise dem Gebälk und der obersten Geschossdecke, also im Wesentlichen die Verlängerung der Hausaußenwand nach oben und unter das Dach. Je nach Dachneigung und Ausbaugrad kann diese Wand unterschiedlich hoch ausgeführt sein. In vielen Fällen ist der Drempel dabei lediglich kniehoch ausgebildet, so dass in diesen Fällen weit verbreitet von einem sogenannten "Kniestock" die Rede ist.This is understood by a Drempel the vertical wall, between the load-bearing roof construction, so usually the beams and the top floor ceiling, so essentially the extension of the house outer wall up and under the roof. Depending on the roof pitch and degree of expansion, this wall can be made different levels. In many cases, the Drempel is only kniehoch trained, so that in these cases, there is widespread talk of a so-called "knee stick".
Bei einer derartigen Konstruktion besteht das Problem, wie das obere Anschlussprofil, das überwiegend als U- oder L-Profil ausgebildet ist, einerseits mit dem vertikal aufgestellten Ständerprofilen zu verbinden ist und andererseits an dem üblicherweise schräg angestellten Dachgebälk befestigt wird, so dass die in Trockenbauweise erstellte Ständerwand hierdurch zuverlässig festgelegt ist.In such a construction, the problem is how the upper connection profile, which is predominantly formed as a U- or L-profile, on the one hand to connect with the vertically erected uprights and on the other hand is attached to the usually inclined roof beams, so that in dry construction created stator wall is thereby reliably fixed.
Dieses Problem wird im Rahmen der
Dabei lag der Konstruktion des vorbekannten Anschlussprofils die Idee zugrunde, die Befestigungslaschen beidseits in den Profilsteg einzuarbeiten, so dass immer das gleiche Anschlussprofil zur Befestigung an einem linksseitig des Anschlussprofils verlaufenden Dachgebälk oder bedarfsweise rechtsseitig verlaufenden Dachgebälk dadurch befestigt werden kann, dass entweder die linksseitig angeordneten Befestigungslaschen zur Befestigung eingesetzt werden oder die rechtsseitig an dem Anschlussprofil angeordneten Befestigungslaschen.Here, the construction of the prior art connection profile was based on the idea to incorporate the attachment tabs on both sides of the profile web, so that always the same connection profile for attachment to a left side of the connection profile extending roof beams or if necessary right-handed roof beams can be secured by either the left side arranged mounting straps be used for fastening or arranged on the right side of the connection profile attachment tabs.
In der Praxis zeigte es sich jedoch, dass die Konstruktion, aufgrund der auf beiden Seiten des Profilstegs eingearbeiteten Befestigungslaschen, die zum Teil erforderliche Eigenfestigkeit zur Sicherung der Ständerwände vermissen ließen.In practice, however, it was found that due to the fastening straps incorporated on both sides of the profile web, the construction made it possible to miss the sometimes required inherent strength for securing the stud walls.
Außerdem konnte die fragliche Konstruktion nur in Verbindung mit geraden Ständerwänden, also nicht etwa in Verbindung mit Rundwänden oder sonstig geschwungenen Wänden oder Wandabschnitten eingesetzt werden.In addition, the construction in question could only in conjunction with straight stud walls, so not in connection be used with round walls or other curved walls or wall sections.
Ausgehend von diesem Problem liegt der Erfindung die Aufgabe zugrunde, ein verbessertes Anschlussprofil für eine in Trockenbauweise erstellte Wand zu schaffen, das prinzipiell die erwähnten Nachteile des Standes der Technik vermeidet und weitere Anwendungen erschließt.Based on this problem, the invention has for its object to provide an improved connection profile for a dry wall created wall, which avoids the disadvantages of the prior art mentioned in principle and opens up further applications.
Die Lösung dieser Aufgabe gelingt mit einem Anschlussprofil mit den Merkmalen des Anspruchs 1. Vorteilhafte Ausgestaltungen der Erfindung sind den Merkmalen der abhängigen Ansprüchen 2 bis 7, sowie dem Verwendungsanspruch 8 zu entnehmen.The solution of this object is achieved with a connection profile with the features of claim 1. Advantageous embodiments of the invention are described in the features of the
Ausgehend von dem erwähnten Stand der Technik sieht die Lösung gemäß dem Hauptanspruch vor, die Befestigungslaschen derart aus dem Profilsteg auszuschneiden, dass sie nur an ein und derselben Umlenkkante des jeweiligen Anschlussprofils verschwenkbar angelenkt sind. Die Befestigungslaschen sind also nicht auf beiden Seiten des Profilstegs, sondern nur auf einer Seite des Profilstegs ausgebildet.Based on the cited prior art, the solution according to the main claim provides for cutting out the fastening tabs from the profile web in such a way that they are pivoted only at one and the same deflection edge of the respective connection profile. The attachment tabs are therefore not formed on both sides of the profile web, but only on one side of the profile web.
Die Problematik, das Anschlussprofil sowohl für linksseitige als auch für rechtsseitige Befestigungen im Dachgebälk oder einer sonstigen Dachunterkonstruktion einzusetzen, kann einfach dadurch gelöst werden, dass das entsprechende Anschlussprofil zumindest nachdem es vor Ort in die gewünschte Länge abgelängt ist, so umgedreht werden kann, dass die auf der linken Seite angeordneten Befestigungslaschen nach einer 180°-Drehung um die Längsseite des Anschlussprofils rechtsseitig angeordnet sind.The problem of using the connection profile for both left-side and right-side fasteners in roof trusses or other roof substructure, can be solved simply by the fact that the corresponding connection profile, at least after it is cut to the desired length locally, can be reversed so that the arranged on the left side mounting tabs are arranged on the right side after a 180 ° rotation about the longitudinal side of the connection profile.
Aufgrund dieser verblüffend einfachen Lösung ist zum einen eine konstruktiv vereinfachte Lösung sowie ein Anschlussprofil geschaffen, das aufgrund der reduzierten Anzahl der in den Profilsteg eingearbeiteten Befestigungslaschen eine höhere Eigensteifigkeit besitzt als die vorstehend beschriebene vorbekannte Konstruktion.Because of this amazingly simple solution, on the one hand, a structurally simplified solution and a connection profile is created, which has a higher inherent rigidity than the above-described prior art construction due to the reduced number of fastening tabs incorporated into the profile web.
In vorteilhafter Ausgestaltung dieser Lösung sind die Ausschnitte der Befestigungslaschen aus dem Profilsteg jeweils so ausgeführt, dass die die Befestigungslaschen begrenzenden Schnittkanten von dem jeweils angrenzenden Profilsteg zumindest abschnittsweise soweit entfernt sind, dass die Befestigungslaschen um die jeweilige Umlenkkante einfach vor Ort verschwenkt werden kann, um den jeweils gewünschten Anstellwinkel der jeweiligen Befestigungslaschen einfach einzustellen.In an advantageous embodiment of this solution, the cutouts of the fastening tabs from the profile web are each designed so that the fastening tabs bounding cut edges are at least partially removed from the respective adjacent profile web so far that the mounting tabs around the respective deflection can be easily pivoted in place to the each desired angle of the respective mounting tabs easy to adjust.
Die Breite der Schlitze ist dabei so gewählt, dass übliche Krümmungsradien - etwa zur Realisierung einer Ständerrundwand - realisiert werden können, aber andererseits die erforderliche Eigensteifigkeit des Anschlußprofils gewahrt bleibt.The width of the slots is chosen so that the usual radii of curvature - can be realized - for example, to realize a stator wall - but on the other hand, the required inherent rigidity of the connection profile is maintained.
In abermals vorteilhafter Weiterbildung ist im Bereich, zumindest eines Teils, der Befestigungslaschen eines Anschlussprofils ein weiterer Ausschnitt in einem zumindest annähernd rechten Winkel zur Längserstreckung des Anschlussprofils derart eingearbeitet, dass sich dieser Ausschnitt bis zu der jeweils gegenüberliegenden anderen Umlenkkante des Anschlussprofils erstreckt.In another advantageous development, in the region of at least one part of the fastening straps of a connection profile, a further cutout is machined in an at least approximately right angle to the longitudinal extension of the connection profile in such a way that this section extends as far as the respectively opposite other deflection edge of the connection profile.
Aufgrund dieser konstruktiven Ausgestaltung befindet sich also im Bereich dieser Befestigungslaschen ein in diesem Bereich jeweils den gesamten Profilsteg übergreifender Ausschnitt mit der vorteilhaften Folge, dass, wenn nun in gedachter Verlängerung des weiteren Ausschnitts etwa mit einer Blechschere in den, den Befestigungslaschen gegenüberliegenden Seitensteg ein, den Seitensteg in diesem Bereich vollständig durchtrennender, zusätzlicher Schnitt eingebracht wird, das Anschlussprofil dann in diesem Bereich einfach aufgebogen werden kann. Der Schnitt kann mit einer herkömmlichen Blech- oder Elektroschere bedarfsweise vor Ort ausgeführt werden.Because of this structural design is thus in the range of this attachment tabs in this Area respectively the entire profile web cross section with the advantageous consequence that, if now in an imaginary extension of the further cut as with a tin snips in the, opposite the mounting tabs side web, the side bar in this area completely durchtrennender, additional cut is introduced, the connection profile then in this area can be easily bent. The cut can be made with a conventional sheet metal or electric scissors as needed on site.
Fügt man im Bereich mehrerer benachbarter Befestigungslaschen derartige Schnitte ein, so lassen sich in diesem Bereich bedarfsweise auf einfacher Weise vor Ort, also an der Baustelle bei der Montage in das Anschlussprofil Radien einprägen. Dabei verläuft der jeweilige Außenradius entlang des Seitenstegs, in den die zusätzlichen Einschnitte vor Ort eingebracht werden. Hierdurch ist eine vorteilhafte Möglichkeit gegeben, die erfindungsgemäße Anschlussprofile auch zur Verspannung in vor Ort einstellbaren Radien, also in Verbindung mit der Ausbildung von Rundwänden oder sonstig geschwungenen Wandabschnitten einzusetzen.If such cuts are made in the area of a plurality of adjacent fastening straps, then radii can be impressed in this area in a simple manner on site, ie at the construction site during assembly into the connection profile. In this case, the respective outer radius runs along the side bar, in which the additional cuts are made on site. In this way, an advantageous possibility is given to use the connection profiles according to the invention also for clamping in on-site adjustable radii, ie in conjunction with the formation of circular walls or other curved wall sections.
In weiterer vorteilhafter Ausgestaltung dieser Lösung ist der in den Profilsteg eingearbeitete weitere Ausschnitt, der über die, der der Befestigungslasche gegenüberliegende andere Umlenkkante hinaus ragt, in den jeweils angrenzenden Seitensteg hinein geführt. Hierdurch ergibt sich ein definierter Ansatzpunkt für den vorstehend beschriebenen Einschnitt in den jeweiligen Seitensteg.In a further advantageous embodiment of this solution, the further cut-out incorporated in the profile web, which projects beyond the other deflecting edge which lies opposite the fastening tab, is guided into the adjoining side web. This results in a defined starting point for the above-described incision in the respective side bar.
Je nach Ausgestaltung des in den jeweiligen Seitensteg eingreifenden Ausschnitts kann der dann noch in den Seitensteg händisch vor Ort einzubringende zusätzliche Einschnitt, entsprechend länger oder kürzer ausgeführt werden. Die vorstehend beschriebene Konstruktion stellt also eine weitere Erleichterung zur Montage des erfindungsgemäßen Anschlussprofils vor Ort, insbesondere deren Anpassung an die jeweiligen örtlichen Gegebenheiten, insbesondere in Verbindung mit der Verspannung der Ständerprofile zur Ausbildung einer Rundwand, dar.Depending on the configuration of the engaging in the respective side web cutout can then still in the side bar Manual additional incision to be made locally, to be made longer or shorter. The structure described above thus represents a further relief for mounting the connection profile according to the invention on site, in particular their adaptation to the respective local conditions, in particular in connection with the tension of the stator profiles to form a circular wall, is.
In vorteilhafter Weiterbildung der erfindungsgemäßen Anschlussprofile sind sowohl die Befestigungslaschen als auch ausgewählte Bereiche des Profilstegs mit zusätzlichen Befestigungslöchern zu versehen, um das Anschlussprofil unproblematisch an einer Dachunterkonstruktion, etwa einem Dachgebälk, oder auf einem Aufstellgrund für eine Ständerwand bestimmungsgemäß zu befestigen.In an advantageous embodiment of the connection profiles according to the invention, both the attachment tabs and selected areas of the profile web to be provided with additional mounting holes to fix the connection profile unproblematically to a roof substructure, such as a roof beams, or on a footing for a stud wall as intended.
Die erfindungsgemäßen Anschlussprofile können fertigungstechnisch durch einen einzigen Stanz-Umformhub aus einem Flachband hergestellt werden.The connection profiles according to the invention can be manufactured by a single stamped forming stroke from a flat strip.
Die vorstehend erwähnten Anschlussprofile können daher je nach Anwendung aus einem korrosionsgeschützten Stahlblech oder Kunststoff, vornehmlich in einem Kaltwalzverfahren industriell gefertigt sein.Depending on the application, the abovementioned connection profiles can therefore be manufactured industrially from a corrosion-protected sheet steel or plastic, primarily in a cold rolling process.
In einer bevorzugten Verwendung des erfindungsgemäßen Anschlussprofils kann eine Ständerrundwand einfach dadurch realisiert werden, dass ein unteres Anschlußprofil entlang des gewünschten Wandverlaufs auf dem Aufstellgrund befestigt wird, anschließend auch ein oberes Anschlussprofil etwa an einer Schräge in der erläuterten Weise fixiert wird anschließend die benötigten Ständerprofile in die U-Profil des unteren und oberen Anschlußprofils eingesteckt und ebenda fixiert werden. Anschließend kann die Ständerrundwand bestimmungsgemäß beplankt werden.In a preferred use of the connection profile according to the invention, a stand wall can be easily realized by a lower connection profile along the desired wall course is fixed on the ground, then an upper connection profile is fixed about a slope in the manner explained then the required uprights in the U-profile the lower and upper connection profile inserted and fixed ibenda. Subsequently, the stator wall can be planked as intended.
Die Erfindung wird nachstehend anhand eines nur schematisch dargestellten Ausführungsbeispiels näher erläutert:The invention is explained in more detail below with reference to an embodiment shown only schematically:
Durch die exemplarische Darstellung des Ausführungsbeispiels wird der Schutzbereich der vorstehenden Erfindung in keiner Weise beschränkt.By way of example of the embodiment, the scope of the invention is not limited in any way.
Es zeigen:
- Fig. 1:
- ein Anschlussprofil in perspektivischer Darstellung,
- Fig. 2:
- das in
Fig. 1 dargestellte Anschlussprofil mit ergänzenden Einschnitten in einen Seitensteg des Anschlussprofils.
- Fig. 1:
- a connection profile in perspective,
- Fig. 2:
- this in
Fig. 1 illustrated connection profile with additional cuts in a side bar of the connection profile.
Das Anschlussprofil 1 besitzt einen zumindest weitgehenden U-förmigen Querschnitt, der durch einen Profilsteg 2 und zwei miteinander durch diesen Profilsteg 2 verbundenen Seitenstegen 3, 4, gebildet ist. Es sind durch entsprechende Einschnitte 5 aus dem Profilsteg 2 Befestigungslaschen 6 ausgeschnitten. Die Befestigungslaschen 6 sind dabei nur auf einer Seite des Anschlussprofils 1 angeordnet.The connection profile 1 has an at least largely U-shaped cross-section, which is formed by a
Die Befestigungslaschen 6 sind also sämtlich um dieselbe eine Umlenkkante 7, die mit dem einen Seitensteg 3 und dem Profilsteg 2 verbunden ist, angelenkt. Die Einschnitte 5 sind zur Ausformung der Befestigungslaschen 6 aus dem Profilsteg 2 um weiterer Ausschnitte 9 bis zur gegenüberliegenden anderen Umlenkkante 8 reichend ergänzt. Darüber hinaus sind sowohl in die Befestigungslaschen 6 wie auch in den Profilsteg 2 Befestigungslöcher 10 zur bedarfsweisen Befestigung des Anschlussprofils 1 in der hier nicht weiter dargestellten Dachkonstruktion eingearbeitet.The fastening tabs 6 are thus all articulated about the same one deflection edge 7, which is connected to the one side web 3 and the
Die Einschnitte 5 sowie die weiteren Ausschnitte 9 und die Befestigungslöcher 10 können mittels eines einzigen Stanzenhubs in das Anschlussprofil 1 eingearbeitet werden und im Prinzip im selben Hub, das im Wesentlichen U-förmige Profil, aus einem Flachband hergestellt werden.The cuts 5 and the other cutouts 9 and the
Gemäß der Darstellung in
Dabei werden die weiteren Einschnitte 11 bestimmungsgemäß so ausgeführt, dass sie in Verbindung mit den weiteren Ausschnitten 9 den gesamten anderen Seitensteg 4 in diesem Bereich durchtrennen.In this case, the
Der Übergriff der weiteren Ausschnitte 9 in den anderen Seitensteg 4 dient als Positionierungshilfe für die weiteren Einschnitte 11 und stellt überdies sicher, dass diese Einschnitte 11 an jeweils sinnvoller Stelle in das Anschlussprofil 1 eingebracht werden.The overlap of the further cutouts 9 in the other side web 4 serves as a positioning aid for the
Nachdem die entsprechenden Einschnitte 11 bedarfsweise vor Ort eingebracht wurden, ist es möglich, das Anschlussprofil 1 durch die hierdurch eingetretene Schwächung im Bereich des anderen Seitenstegs 4 derart in dem jeweils gewünschten Radius zu biegen, dass ein Seitensteg 3 einen vorbestimmten Innenradius und der andere Seitensteg 4 einen vorbestimmten Außenradius des Anschlussprofils 1 beschreibt, so dass das Anschlussprofil 1 auch zum Aufbau einer geschwungenen Wand also einem Rundwandprofil in Ständerbauweise oder einem sonstig geschwungenen Wandabschnitt geeignet ist. Hierzu kann das Anschlussprofil 1 zunächst dem geschwungenen Verlauf der Ständerwand entsprechend mittels der Befestigungslaschen 6 auf dem Aufstellgrund befestigt werden. In dieses u-förmige Profil werden der Tragstärke und Wandform entsprechend die Ständer, vorzugsweise CW-Profile, der Ständerrundwand eingesteckt und mit dem Anschlussprofil 1 verrastet.After the
Abschließend wird ein weiteres oberes Anschlussprofil 1, das ebenfalls dem Wandverlauf entsprechend vorgebogen ist, über die verschwenkbaren Befestigungslaschen 6 mit einer Schräge, sonstigen Decke oder der Deckenkonstruktion verbunden. Hierzu werden die Befestigungslaschen 6 einfach mit der Decke- oder Deckenkonstruktion verschraubt oder angenagelt und anschließend das Anschlussprofil 1 insgesamt um die Umlenkkanten 7 der solcherart festgelegten Befestigungslaschen 6 in die bestimmungsgemäße Position geschwenkt. Anschließend werden die Ständerprofilebestimmungsgemäß zumindest im wesentlichen vertikal aufgestellt und im Bereich ihrer stirnseitigen Enden jeweils mit den oberseitig und unterseitig geöffneten U-Profilen des jeweils beteiligten unteren und oberen Anschlussprofils verrastet.Finally, another upper connection profile 1, which is also pre-bent according to the course of the wall, is connected via the pivotable fastening straps 6 to a slope, other ceiling or the ceiling construction. For this purpose, the fastening tabs 6 are simply screwed or nailed to the ceiling or ceiling construction and then pivoted the connection profile 1 in total to the deflection edges 7 of the thus fixed fastening tabs 6 in the intended position. Subsequently, the uprights are determined to be at least substantially vertical and latched in the region of their front ends in each case with the top and bottom open U-profiles of each involved lower and upper connection profile.
Die Ständerrundwandkonstruktion ist so einfach und schnell aufgebaut.The stator wall construction is so simple and fast.
Im Ergebnis ist es also durch einige wenige, vor Ort bedarfsweise mit einer herkömmlichen Blech- oder Elektroschere, einzubringende Einschnitte möglich, das Anschlussprofil 1 erfindungsgemäß so auszubilden, dass es auch zur Befestigung der Ständerprofile der Rundwand geeignet ist.As a result, it is therefore possible by a few, on-site, if necessary, with a conventional metal or electric scissors, incisions to be introduced, the connection profile 1 according to the invention in such a way that it is also suitable for fastening the stator profiles of the circular wall.
Im Ergebnis kann das vorstehend beschriebene Anschlussprofil bestimmungsgemäß dazu eingesetzt werden, die zur Erstellung einer Ständerwand benötigten Ständerprofile mit einer Schräge, sonstigen Decke, Dachkonstruktion oder einer Dachunterkonstruktion dadurch zu verbinden, indem zumindest einige Befestigungslaschen 6 an der Dachkonstruktion befestigt werden und anschließend das Anschlussprofil 1 insgesamt um die jeweiligen Umlenkkante 7 so herumgebogen wird, dass es in einer der jeweiligen Dachschräge angepassten Stellung ist.As a result, the above-described connection profile can be used as intended to connect the required to create a stud wall stand profiles with a slope, other ceiling, roof construction or a roof substructure by at least some fastening tabs 6 are attached to the roof construction and then the connection profile 1 total is bent around the respective deflection edge 7 so that it is in a position adapted to the respective roof slope.
Zusätzlich kann dasselbe Anschlussprofil für gerade Ständerwände wie auch für Rundwände eingesetzt und vor Ort an die jeweiligen Gegebenheiten mit einfachsten Hilfsmitteln angepasst werden.In addition, the same connection profile for straight stud walls as well as for round walls can be used and adapted on site to the respective conditions with the simplest tools.
Dies hat sowohl fertigungstechnische Vorteile, weil unterschiedliche Anwendung mit demselben Profil erledigt werden können wie aber auch vor Ort an der Baustelle, weil nur ein Anschlussprofiltyp vorgehalten werden muss um unterschiedliche bautechnische Anforderungen zu bewältigen.This has both manufacturing advantages, because different application can be done with the same profile as well as on site at the construction site, because only one connection profile type must be held to cope with different structural requirements.
- 11
- Anschlussprofilconnection profile
- 22
- Profilstegprofile web
- 33
- ein Seitenstega side bar
- 44
- anderer Seitenstegother side bar
- 55
- Einschnittecuts
- 66
- Befestigungslaschenmounting tabs
- 77
- eine Umlenkkantea deflection edge
- 88th
- andere Umlenkkanteother deflection edge
- 99
- weiterer Ausschnittanother section
- 1010
- Befestigungslöchermounting holes
- 1111
- weitere Einschnittefurther cuts
Claims (8)
- A connection profile for the upper and/or lower termination of a stud wall erected in post construction, for example, a jam wall or a curved wall, this connection profile being adapted to be placed on the upper and/or lower front sides of the at least approximately vertically erected stud profiles of the stud wall, this connection profile (1) being formed with two side webs (3, 4), which are spaced apart from one another by the width of a profile web (2) and are connected to one another by the profile web (2) to at least approximately form a U-shape with the profile web (2), the profile web (2) being notched in such a way that fastening tabs (6) are thus cut out ofthe profile web (2) in such a manner that these fastening tabs (6) are pivotable around the deflection edge (7) respectively connecting the side web (3, 4) to the profile web (2),
characterized in that the fastening tabs (6) are respectively cut out of the profile web (2) in such a manner that all fastening tabs (6) of a connection profile (1) are formed to be pivotable around the same deflection edge (7). - The connection profile according to claim 1, wherein the fastening tabs, which are linked on a deflection edge (7) so they are pivotable, are cut out of the profile web (2) in such a manner that respectively the cut edges of the fastening tabs (6) are at least partially spaced apart enough from the adjoining remaining profile web (2) that the fastening tabs (6) are easily pivotable around their respective deflection edge (7).
- The connection profile according to claim 1 or claim 2, wherein, in the region of at least one part of the fastening tabs (6) linked to a deflection edge (7), a further cutout (9) is incorporated into the profile web (2), this cutout extending at least approximately at a right angle to the longitudinal extension ofthe connection profile (1) and reaching at least up to the respective opposing other deflection edge (7).
- The connection profile according to claim 3, wherein the further cutout (9) overlaps the respective other deflection edge (8) opposite to the fastening tabs (6) in such a manner that the further cutout (9) reaches up into the other side web (4) adjoining this other deflection edge (8).
- The connection profile according to one ofthe preceding claims, wherein fastening holes (10) are incorporated at least in a part of the fastening tabs (6) and/or the profile web (2).
- The connection profile according to one of the preceding claims, wherein the connection profile (1) is producible from a flat strip using a single stamping-shaping stroke.
- The connection profile according to one of the preceding claims, wherein the connection profile (1) is manufactured from a corrosion-protected steel plate or from plastic, particularly in a cold rolling method.
- A use of the connection profile according to one of the preceding claims for erecting a curved stud wall, having the following steps:- laying a connection profile (1), which is preferably been pre-bent by hand, on the erection base according to a predetermined course of a curved stud wall, said connection profile (1) being connected to the erection base using fastening holes of the profile web (7),- after optionally previously first fixing the connection profile (1) on the erection base by means of double-sided adhesive attachment tape,- installing a further upper connection profile (1), which has been pre-bent according to the course of the curved stud wall, on a ceiling structure, in particular an incline, in such a manner that the open side of the U-profile is open downward in the direction of the erection base, and in this case- if necessary fixing the upper connection profile by means of the pivotable fastening tabs (6) on an incline or other ceiling and/or ceiling structure,- erecting the stud profiles, preferably CW profiles of the curved stud wall, by inserting the front sides of the stud profiles respectively into the U-profile of the connection profile (1) and fixing the stud profiles in this position, preferably by means of crimping pliers,- fixing the stud profiles on the further upper connection profile (1), which is pre-bent according to the course of the curved stud wall, by similar engagement of the stud profiles with the upper connection profile in the downwardly-open open side of the U-profile of this upper connection profile, which is already fixed on the upper side.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SI200930716T SI2163699T1 (en) | 2008-09-15 | 2009-07-17 | Connection profile |
| PL09009325T PL2163699T3 (en) | 2008-09-15 | 2009-07-17 | Connection profile |
| CA 2693249 CA2693249C (en) | 2009-04-23 | 2010-02-16 | Attachment profile |
| US12/661,792 US8276335B2 (en) | 2008-09-15 | 2010-03-24 | Attachment profile |
| AU2010201370A AU2010201370A1 (en) | 2009-04-23 | 2010-04-07 | Attachment profile |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102008033706 | 2008-09-15 | ||
| DE202008009638 | 2008-09-15 | ||
| DE202009004731U DE202009004731U1 (en) | 2008-09-15 | 2009-04-23 | connection profile |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| EP2163699A2 EP2163699A2 (en) | 2010-03-17 |
| EP2163699A3 EP2163699A3 (en) | 2012-10-10 |
| EP2163699B1 true EP2163699B1 (en) | 2013-06-26 |
Family
ID=41060926
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP09009325.3A Active EP2163699B1 (en) | 2008-09-15 | 2009-07-17 | Connection profile |
Country Status (9)
| Country | Link |
|---|---|
| US (1) | US8276335B2 (en) |
| EP (1) | EP2163699B1 (en) |
| DE (1) | DE202009004731U1 (en) |
| DK (1) | DK2163699T3 (en) |
| ES (1) | ES2426391T3 (en) |
| HR (1) | HRP20130731T1 (en) |
| PL (1) | PL2163699T3 (en) |
| PT (1) | PT2163699E (en) |
| SI (1) | SI2163699T1 (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2636307A1 (en) * | 2006-02-17 | 2007-08-23 | Habode Ip Limited | A wall system |
| CA2767936C (en) * | 2012-02-10 | 2018-05-01 | All Size Perforating Ltd. | Grain bin floor support member |
| GB201220698D0 (en) * | 2012-11-16 | 2013-01-02 | Tecna Display Ltd | Displays |
| US9816268B1 (en) * | 2017-02-13 | 2017-11-14 | Joseph A. Inzeo | Metal nailer with adjustable curvature |
| CN107060141A (en) * | 2017-06-12 | 2017-08-18 | 郑州大学 | A kind of reinforced concrete shear wall |
| US11912061B2 (en) * | 2018-03-20 | 2024-02-27 | Predrag Dragich | Wavy canvas frame |
| US11499314B1 (en) * | 2021-07-13 | 2022-11-15 | Alexander Kushner | Modular building system, apparatus and method |
| US12031325B2 (en) * | 2021-08-20 | 2024-07-09 | Flexability Concepts, Llc | Wall framing for vertical deflection |
Family Cites Families (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5671583A (en) * | 1990-03-06 | 1997-09-30 | Turner; Arthur Ray | Construction member and method for forming archways and the like |
| US5291717A (en) * | 1990-05-18 | 1994-03-08 | Turner Arthur R | Construction member and method for forming curved wall and the like |
| US5152117A (en) * | 1991-02-25 | 1992-10-06 | Wynar Roger N | Corner construction and wallboard backer bracket therefor |
| IT1290903B1 (en) * | 1997-01-29 | 1998-12-14 | Massimo Ferrante | MANUFACTURING METHOD OF MANUALLY ARTICULATED RIGID PROFILES, USED AS A BORDERING OF WALLS, COUNTERWALLS, FALSE CEILINGS AND |
| CA2212344C (en) * | 1997-09-12 | 2003-05-27 | Yvon Paradis | Flexible runner |
| US6237301B1 (en) * | 1997-10-01 | 2001-05-29 | Yvon Paradis | Flexible runner |
| IT243514Y1 (en) * | 1997-10-24 | 2002-03-05 | Aluterm S R L | METAL PROFILES, OR NOT, WITH SECTION ELLE, U, ZETA, MULTI-PURPOSE, MANUALLY DEFORMABLE, USABLE IN THE REALIZATION OF |
| US5816002A (en) * | 1997-11-10 | 1998-10-06 | Vinyl Corporation | Edge strip |
| US6094877A (en) * | 1998-08-24 | 2000-08-01 | White; Charles L. | Frame support assembly and method for curved walls |
| US6655100B1 (en) * | 2001-04-16 | 2003-12-02 | Jose R. Andino | Framing assembly and method for the formation of a curved wall or like structure |
| AU4235802A (en) * | 2002-05-20 | 2003-11-27 | Andreas Krumbacher | Combinations flexible apparatus (multiple flexibletrack) |
| WO2005042867A2 (en) * | 2003-10-27 | 2005-05-12 | Radius Track Corporation | Structural alignment member |
| US20050115192A1 (en) * | 2003-12-01 | 2005-06-02 | Stone Lawrence B. | Curved structural member |
| US20060010789A1 (en) * | 2004-07-14 | 2006-01-19 | Andino Jose R | Assembly and method of forming an arch |
| SE527226C2 (en) * | 2004-11-11 | 2006-01-24 | Krister Edlund | Profile device including a sheet metal formed U-profile piece |
| DE202005006462U1 (en) * | 2005-04-22 | 2005-09-01 | Huwer Kg | Flexible profile |
| DE202006004085U1 (en) | 2006-03-15 | 2006-06-01 | Protektorwerk Florenz Maisch Gmbh & Co. Kg | Connection profile for balancing upper side of wall, has mounting plates adjustably guided into region of base bar such that blade angle enclosed between mounting plates and base bar is variably adjusted |
-
2009
- 2009-04-23 DE DE202009004731U patent/DE202009004731U1/en not_active Expired - Lifetime
- 2009-07-17 ES ES09009325T patent/ES2426391T3/en active Active
- 2009-07-17 EP EP09009325.3A patent/EP2163699B1/en active Active
- 2009-07-17 DK DK09009325.3T patent/DK2163699T3/en active
- 2009-07-17 PT PT90093253T patent/PT2163699E/en unknown
- 2009-07-17 SI SI200930716T patent/SI2163699T1/en unknown
- 2009-07-17 PL PL09009325T patent/PL2163699T3/en unknown
-
2010
- 2010-03-24 US US12/661,792 patent/US8276335B2/en active Active
-
2013
- 2013-08-01 HR HRP20130731AT patent/HRP20130731T1/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| ES2426391T3 (en) | 2013-10-23 |
| PL2163699T3 (en) | 2013-11-29 |
| SI2163699T1 (en) | 2014-01-31 |
| DK2163699T3 (en) | 2013-09-30 |
| US20100269436A1 (en) | 2010-10-28 |
| EP2163699A3 (en) | 2012-10-10 |
| US8276335B2 (en) | 2012-10-02 |
| HRP20130731T1 (en) | 2013-10-11 |
| EP2163699A2 (en) | 2010-03-17 |
| PT2163699E (en) | 2013-09-05 |
| DE202009004731U1 (en) | 2009-09-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP2163699B1 (en) | Connection profile | |
| WO1988004348A1 (en) | Roof window with mounting bracket | |
| DE202004015772U1 (en) | Roof edge connector | |
| EP1793057B1 (en) | Extension profile for increaing height of a support | |
| EP0070532A1 (en) | Sound insulating wall building system for industrial buildings and cassette section for the system | |
| EP0121120B1 (en) | Façade covering with a sub-construction | |
| DE202005003002U1 (en) | Profile plate for covering a building roof and building roof | |
| EP0647747A1 (en) | Supporting structure for the covering and/or the cladding of buildings | |
| DE102006012276A1 (en) | Attachment device for attachment of e.g. solar module on roof, has roof hook with metal rod that is curved in v-shaped manner and is manufactured from round steel, where metal rod is merged at two free ends in thread sections | |
| DE2718135A1 (en) | FORMWORK BEAM FOR CONCRETE CONSTRUCTION | |
| DE202020100059U1 (en) | Formwork element | |
| EP2453066A2 (en) | Length-adjustable stand profile for lightweight walls | |
| EP3296475B1 (en) | Balcony and method for manufacturing such a balcony | |
| EP1835083A2 (en) | Connection profile | |
| EP2476810A1 (en) | Doubling profile | |
| DE102006012254A1 (en) | Attachment device for e.g. solar module, has cantilever beam distant and parallel to adjustment of roof clamps, where beam is fastenable at its distant end to roof beam or other roof construction, which is present under cantilever beam | |
| EP3323956A1 (en) | Steel profile beam | |
| DE202018100541U1 (en) | Cladding system for cladding a building surface | |
| EP3323955A1 (en) | Steel profile beam | |
| EP0121101B1 (en) | Roof structure for covering | |
| WO1999018301A1 (en) | Gable or hip roof | |
| EP1445395B1 (en) | Roof system and method for covering a roof | |
| EP2333176B1 (en) | Attachment rail | |
| DE2065838C3 (en) | Device for supporting roofing panels forming the outer shell of a double-shell flat roof | |
| EP2778317A2 (en) | Device for fixing a façade element to a wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
| AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR |
|
| AX | Request for extension of the european patent |
Extension state: AL BA RS |
|
| PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
| AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR |
|
| AX | Request for extension of the european patent |
Extension state: AL BA RS |
|
| RIC1 | Information provided on ipc code assigned before grant |
Ipc: E04B 7/04 20060101ALI20120906BHEP Ipc: E04B 2/82 20060101ALI20120906BHEP Ipc: E04B 2/74 20060101AFI20120906BHEP |
|
| 17P | Request for examination filed |
Effective date: 20121004 |
|
| GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
| GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
| GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
| AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR |
|
| REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
| REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
| REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 618772 Country of ref document: AT Kind code of ref document: T Effective date: 20130715 |
|
| REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
| REG | Reference to a national code |
Ref country code: HR Ref legal event code: TUEP Ref document number: P20130731 Country of ref document: HR |
|
| REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: OFFICE ERNEST T. FREYLINGER S.A., CH |
|
| REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502009007411 Country of ref document: DE Effective date: 20130822 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 20130718 Year of fee payment: 5 |
|
| REG | Reference to a national code |
Ref country code: PT Ref legal event code: SC4A Free format text: AVAILABILITY OF NATIONAL TRANSLATION Effective date: 20130829 |
|
| REG | Reference to a national code |
Ref country code: DK Ref legal event code: T3 Effective date: 20130925 Ref country code: DK Ref legal event code: T3 |
|
| REG | Reference to a national code |
Ref country code: SE Ref legal event code: TRGR |
|
| REG | Reference to a national code |
Ref country code: HR Ref legal event code: T1PR Ref document number: P20130731 Country of ref document: HR |
|
| REG | Reference to a national code |
Ref country code: NL Ref legal event code: T3 Ref country code: ES Ref legal event code: FG2A Ref document number: 2426391 Country of ref document: ES Kind code of ref document: T3 Effective date: 20131023 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130626 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BG Payment date: 20130725 Year of fee payment: 5 Ref country code: IE Payment date: 20130715 Year of fee payment: 5 Ref country code: ES Payment date: 20130827 Year of fee payment: 5 Ref country code: RO Payment date: 20130823 Year of fee payment: 5 Ref country code: FI Payment date: 20130821 Year of fee payment: 5 Ref country code: MC Payment date: 20130715 Year of fee payment: 5 Ref country code: PT Payment date: 20130829 Year of fee payment: 5 |
|
| REG | Reference to a national code |
Ref country code: NO Ref legal event code: T2 Effective date: 20130626 |
|
| REG | Reference to a national code |
Ref country code: GR Ref legal event code: EP Ref document number: 20130401911 Country of ref document: GR Effective date: 20131015 |
|
| REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: HR Payment date: 20130801 Year of fee payment: 5 |
|
| REG | Reference to a national code |
Ref country code: PL Ref legal event code: T3 |
|
| REG | Reference to a national code |
Ref country code: SK Ref legal event code: T3 Ref document number: E 14798 Country of ref document: SK |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130626 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130821 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20131026 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130626 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SK Payment date: 20130716 Year of fee payment: 5 Ref country code: NO Payment date: 20131004 Year of fee payment: 5 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SI Payment date: 20130711 Year of fee payment: 5 Ref country code: GR Payment date: 20131002 Year of fee payment: 5 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130626 |
|
| PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
| 26N | No opposition filed |
Effective date: 20140327 |
|
| REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502009007411 Country of ref document: DE Effective date: 20140327 |
|
| REG | Reference to a national code |
Ref country code: HR Ref legal event code: PBON Ref document number: P20130731 Country of ref document: HR Effective date: 20140717 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140717 |
|
| REG | Reference to a national code |
Ref country code: SK Ref legal event code: MM4A Ref document number: E 14798 Country of ref document: SK Effective date: 20140717 |
|
| REG | Reference to a national code |
Ref country code: GR Ref legal event code: ML Ref document number: 20130401911 Country of ref document: GR Effective date: 20150204 |
|
| REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
| REG | Reference to a national code |
Ref country code: PT Ref legal event code: MM4A Free format text: LAPSE DUE TO NON-PAYMENT OF FEES Effective date: 20150417 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NO Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140731 Ref country code: BG Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150331 Ref country code: SK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140717 Ref country code: FI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140717 |
|
| REG | Reference to a national code |
Ref country code: SI Ref legal event code: KO00 Effective date: 20150317 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130626 Ref country code: GR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150204 Ref country code: SI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140718 Ref country code: HR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140717 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20130626 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: MK Payment date: 20130717 Year of fee payment: 5 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150417 Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20090717 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140717 |
|
| REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 20151230 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RO Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140717 Ref country code: ES Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140718 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140731 |
|
| REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 8 |
|
| REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 9 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140717 |
|
| REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 10 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140718 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20190722 Year of fee payment: 11 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 20190725 Year of fee payment: 11 Ref country code: CZ Payment date: 20190708 Year of fee payment: 11 Ref country code: DK Payment date: 20190723 Year of fee payment: 11 Ref country code: IT Payment date: 20190723 Year of fee payment: 11 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20190725 Year of fee payment: 11 |
|
| REG | Reference to a national code |
Ref country code: DK Ref legal event code: EBP Effective date: 20200731 |
|
| REG | Reference to a national code |
Ref country code: SE Ref legal event code: EUG |
|
| REG | Reference to a national code |
Ref country code: NL Ref legal event code: MM Effective date: 20200801 |
|
| GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20200717 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20200801 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20200717 Ref country code: CZ Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20200717 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20200718 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20200731 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20200717 |
|
| P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230503 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20230801 Year of fee payment: 15 Ref country code: AT Payment date: 20230718 Year of fee payment: 15 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20230704 Year of fee payment: 15 |
|
| REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 502009007411 Country of ref document: DE Representative=s name: MANITZ FINSTERWALD PATENT- UND RECHTSANWALTSPA, DE Ref country code: DE Ref legal event code: R082 Ref document number: 502009007411 Country of ref document: DE Representative=s name: GEITZ PATENTANWAELTE PARTG MBB, DE |
|
| REG | Reference to a national code |
Ref country code: DE Ref legal event code: R082 Ref document number: 502009007411 Country of ref document: DE Representative=s name: MANITZ FINSTERWALD PATENT- UND RECHTSANWALTSPA, DE |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20240719 Year of fee payment: 16 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 20240719 Year of fee payment: 16 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20240724 Year of fee payment: 16 |