EP0849415B1 - Eckverbindungskonstruktion für Gipskartonplatten und Verfahren zur Herstellung einer solchen Eckkonstruktion - Google Patents

Eckverbindungskonstruktion für Gipskartonplatten und Verfahren zur Herstellung einer solchen Eckkonstruktion Download PDF

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Publication number
EP0849415B1
EP0849415B1 EP97203883A EP97203883A EP0849415B1 EP 0849415 B1 EP0849415 B1 EP 0849415B1 EP 97203883 A EP97203883 A EP 97203883A EP 97203883 A EP97203883 A EP 97203883A EP 0849415 B1 EP0849415 B1 EP 0849415B1
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EP
European Patent Office
Prior art keywords
profile
board
impact
corner
covering layer
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.)
Expired - Lifetime
Application number
EP97203883A
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English (en)
French (fr)
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EP0849415A1 (de
Inventor
René Jansen
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Jansen Products NV
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Jansen Products NV
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Publication date
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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
    • E04B2/7457—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
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/043—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of plaster
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/40—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of a number of smaller components rigidly or movably connected together, e.g. interlocking, hingedly connected of particular shape, e.g. not rectangular of variable shape or size, e.g. flexible or telescopic panels
    • E04C2/405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of a number of smaller components rigidly or movably connected together, e.g. interlocking, hingedly connected of particular shape, e.g. not rectangular of variable shape or size, e.g. flexible or telescopic panels composed of two or more hingedly connected parts
    • 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
    • E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
    • E04B2/723—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall constituted of gypsum elements
    • 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
    • E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
    • E04B2/723—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall constituted of gypsum elements
    • E04B2002/725—Corner or angle connection details
    • 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
    • E04B2002/7461—Details of connection of sheet panels to frame or posts
    • E04B2002/7477—Details of connections using screws or nails
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/02—Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
    • E04F13/04—Bases for plaster
    • E04F13/06—Edge-protecting borders
    • E04F2013/063—Edge-protecting borders for corners

Definitions

  • This invention relates to a corner construction comprising cardboard-covered plaster board, more particularly a board consisting of a core of gypsum plaster or based on gypsum plaster and a covering layer provided at least at one side thereof.
  • the invention also relates to a method for realizing such corner construction.
  • an external corner of cardboard-covered plaster board is realized by placing the.boards forming the corner against each other at this corner, attaching a zinc plated angular profile thereover and subsequently levelling the whole with filler to a smooth entire formation.
  • the angular profile used therewith is destined to provide a protection for the corner against external impacts and, in the second place, is also meant to provide for an adherence for the filling agent.
  • a prefabricated corner construction is provided by milling a notch out of the cardboard-covered plaster board precisely up to the underlaying cardboard layer and folding the cardboard-covered plaster board together.
  • This method offers the advantage that the corners can be prefabricated in a workshop, such that on site only the installation has to be performed, without further finishing. Furthermore, with this method the use of additional finishing materials is almost excluded. More particularly, no external angular profile, no filler and, in many cases, also no internal fixation profile will be necessary any more.
  • WO 94/10403 it is also known to form a corner by making a relatively large recess in the board, in such a manner that two board parts are obtained, providing a flat strip in one of the board parts, and folding the whole at a distance from the free extremity of this strip.
  • the strip serves as a support for holding the cardboard board more or less flat, or as a fixation element for attaching the whole on a support structure. Considering that the strip does not extend up to the corner, a corner protection is not obtained.
  • the strip has to be bendable and, thus, relatively thin, the obtained corner has the disadvantage that it can easily be damaged by indenting.
  • a corner protection profile which in fact can be applied in combination with cardboard-covered plaster boards.
  • two plates are attached with their straight edges up to the proximity of the corner protection profile, and the residual spaces are filled with a filling substance, such as plaster.
  • the obtained corner construction has the disadvantage that the covering layer does not extend over the corner, as a result of which unevennesses may occur and, furthermore, that the corner protection profile is visible.
  • a corner construction for cardboard-covered plaster boards is known that is formed of two board parts from the same board, whereby these board parts remain connected by the covering layer on one side of the board and whereby these board parts are connected to each other by an additional elastic thin-walled profile which is glued to both board parts and to the connecting covering layer and which is provided with a longitudinal groove along which the profile is bent to position the board parts in an angle to each other to form said construction.
  • the object of this corner construction is that a single type of bending profile can be used to form corner constructions with different angles and also to form inner and outer corner constructions.
  • a disadvantage of such corner construction is that it is relatively weak because the two board parts are only held together by a connecting cardboard strip and by the remaining thickness of the thin-walled profile along the above-mentioned groove.
  • Another disadvantage is that the corner construction remains flexible during and after mounting, so that the board parts can move with respect to each other which may result in cracking and loosening of the cardboard and hence of the covering material along the edge of the corner construction.
  • the invention aims at a corner construction which does not show the aforementioned disadvantages.
  • the invention provides a corner construction according to claim 1.
  • impact-resistant is meant that the profile at least offers a reinforcement of the corner, such that it can better resist to impacts.
  • a rigid profile with which is meant that this profile is so rigid that this profile, as well as the covering layer extending thereover, can not become indented at the height of the corner, and that this profile does not exert any resilient force onto the covering layer.
  • the profile is also fitted against the covering layer in such a manner that this profile with its circumference is tangential to the prolongations of the inner sides of the covering layer of the two board parts.
  • the material of the core of the two board parts extends up to the aforementioned profile.
  • the profile is laterally blocked and actually is attached.
  • the covering layer directly extends from the core of one board part up to the profile, and extends from the profile directly up to the core of the other board part, such that, at the height of the corner, no parts are formed where the covering layer is not supported.
  • the covering layer may become deformed locally or may be easily indented and possibly might tear.
  • the corner construction of the invention can form a part of a prefabricated construction, whereby boards and corners are cut and constructed beforehand to size, with specific dimensions, adapted to the application.
  • corner construction of the invention can also be realized with standard dimensions, in such a manner that the corner construction, so to say, forms a corner element which exclusively has to be sawn to length, whereby the respective walls have to be adapted to the corner element.
  • the invention also relates to a method according to claim 13 for realizing such corner constructions, either in a workshop or on site, in order to realize corner constructions to size for a specific application, or in a factory in order to realize standard designs in series production.
  • the whole unit is glued together at the height of the corner. It is obvious that in this manner the corner construction can be realized very simple and very precisely.
  • the enclosed profile is rod-shaped or comprises a rod-shaped part.
  • the complete corner can be prepared in prefabrication in a workshop, such that the corner only has to be mounted on site, without the necessity of performing additional finishing activities. Thereby, the traditionally required finishing materials become redundant.
  • the invention provides in a corner construction 12 which is reinforced in a special manner.
  • a corner construction 12 which is realized of a board 13 consisting of a core 14 and, provided at least at one side 15 thereof and preferably, as shown, at both sides 15-16, a covering layer, 17-18 respectively.
  • the invention in the first instance is intended for classic cardboard-covered plaster boards, whereby the core 14 consists of gypsum plaster and the covering layers 17-18 consist of cardboard.
  • cardboard-covered plaster boards also includes all boards having a core made of gypsum plaster or of a material based on gypsum plaster and which are provided with a covering layer 17 of a material which is foldable in a manner comparable to cardboard.
  • the particularity of the invention consists in that the corner construction 12 is characterized in that the board 13, with the exception of the covering layer 17, is interrupted at the height of the corner; that the board 13, at the height of the covering layer 17, is bent, respectively folded, such that two board parts 19-20 are created which form a corner; and that an impact-resistant profile 21 is enclosed between these board parts 19-20 which, as represented, fits against the covering layer 17, as a result of which an optimum resistance against impacts is obtained, whereas the profile 21 still is kept from sight.
  • the profile 21 is rounded off at least at the side which fits against the covering layer, in such a manner that a smooth corner is formed and no acute edges effect on the covering layer 17.
  • a rod-shaped profile may be applied which preferably is massive.
  • the profile 21 is completely enclosed, as a result of which it perfectly remains at its place.
  • the narrow edges 22-23 of the board parts 19-20 are mitred and fit against each other.
  • the various joining parts can be mutually connected in that the whole is glued together.
  • the board 13, as shown in figure 5, is milled off at the side 16 until against the covering layer 17 situated at the other side 15.
  • a recess 24 is formed with a top angle X which, in the case of a right corner, is 90°, and, on the other hand, a seat 25 which subsequently shall function as a corner space for the application of the aforementioned profile 21.
  • FIG 7 a variant of the corner construction 12 of the invention is shown, whereby it is additionally reinforced by means of an internal angular profile 27, preferably an L-profile.
  • This L-profile can be attached in any manner. In figure 7, this attachment is realized by means of screws 28, but according to a variant, use might also be made of glue or similar.
  • FIG 7 makes the use of an internal support profile 4, such as shown in figure 1, redundant.
  • the internal angular profile 27 can form a whole with the profile 21, for example, by being mutually connected by means of a flange 29 which then takes place between the edges 22-23 of the board parts 19-20. It is obvious that the recess 24 then is manufactured in a suitable manner to prevent that the presence of the flange 29 has a disturbing effect when the board parts 19-20 are folded in an angle.
  • figure 9 shows the composed profile 30 which is applied in figure 8.
  • the flange 29 preferably is connected to the corner of the L-shaped angular profile 27, in the direction of the bisecting line of the legs of this profile 27.
  • the profile parts 21-27-30 may have various cross-sections. So, for example, it is possible, instead of using a rod-shaped profile 21, to make the flange 29 longer, in such a manner that it rests with its free extremity against the inner side of the covering layer 17, as a result of which this flange 29 itself will function as a corner reinforcement profile.
  • the angular profile 27 must not necessarily be L-shaped but may also consist of a hollow or square profile, a triangular profile or similar.
  • the flange 29 must not necessarily be massive and may also consist of a series of local connections which, at well-defined distances, couple the profile 21 to the profile 27.
  • the profiles 21-27-30 may consist of different materials, such as metal, for example, aluminium, synthetic material, and so on.
  • the corner construction 12 may form part of a standard corner element with board parts 19-20 which extend over well-defined distances A and B and which optionally are provided with chamfers 31-32 allowing an adaptation to adjacent boards, by means of a filling agent.
  • the invention also relates to the special auxiliary elements which are used for the realization of such corner construction 12, by which the profiles are intended which are especially designed to this aim, such as, for example, the aforementioned composed profile 30.
  • the profile 21 preferably is rounded off, this is no necessity. According to a variant, use can be made of an angular profile or a profile with an acute edge.
  • the rounded-off side of the profile 21 which fits against the covering layer 17, preferably has a rounding radius which is smaller than half of the thickness of the cardboard-covered plaster board 13. In the most extreme case, this rounding radius is nihil, which means that the corner is straight.
  • the total thickness of the profile 21, or, in the case of a composed profile 30, the total thickness of the part which is situated between the board parts 19 and 20, measured according to the direction perpendicular to the bisecting line, is smaller than half of the thickness of the cardboard-covered plaster board 13.
  • profile 21 itself may consist of several parts, for example, may consist of two profiles which are placed against each other, which either are or are not attached to each other.
  • the aforementioned cardboard-covered plaster board can be of any kind.
  • the material of the core may, for example, be reinforced with an armouring or with fibers.
  • the covering layers 17 and/or 18 themselves may be composed of different layers which not necessarily all have to consist of cardboard.
  • the profile 21 fits against the covering layer 17 directly, as well as indirectly.
  • glue is present between the profile 21 and the covering layer 17, or that optionally a thin flexible film or similar is provided there between, for example, for forming a liquid-tight screen between the covering layer 17 and the metal of the profile 21.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Finishing Walls (AREA)

Claims (15)

  1. Eckverbindungskonstruktion, umfassend eine Gipskartonplatte (19-20) und ein Profil (21), wobei diese Platte (13) aus einem Kern (14) und einer Deckschicht (17), die an mindestens einer ihrer Seiten (15) bereit gestellt ist, besteht, und wobei die Platte (13), mit Ausnahme der Deckschicht (17) unterbrochen ist und dort auf der Höhe der Deckschicht (17) gebogen ist, so dass zwei Plattenteile (19-20) entstehen, die einen Winkel bilden,
    wobei das Profil (21) zwischen diesen Plattenteilen (19-20) bereit gestellt ist, und
    wobei das Profil (21) stoßfest ist oder zumindest einen gewissen Widerstand gegen Stöße bietet,
    dadurch gekennzeichnet, dass
    das Profil (21) ein stabförmiges Teil umfasst, das an der Stelle, wo die Deckschicht (17) gebogen ist, gegen diese passt bzw. gegen diese anliegt.
  2. Eckverbindungskonstruktion nach Anspruch 1, dadurch gekennzeichnet, dass das stoßfeste Profil (21) aus einem starren Profil besteht.
  3. Eckverbindungskonstruktion nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass das stoßfeste Profil (21) so gegen die Deckschicht (17) befestigt ist, dass dieses stoßfeste Profil (21) tangential zu den Verlängerungen der Innenseiten der Deckschicht (17) der zwei Plattenteile (19-20) ist.
  4. Eckverbindungskonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die zwei Plattenteile (19-20) mit ihrem Kern bis hin zu dem stoßfesten Profil (21) reichen.
  5. Eckverbindungskonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das stoßfeste Profil (21) an mindestens der Seite, die zur Deckschicht (17) hin gerichtet ist, abgerundet ist.
  6. Eckverbindungskonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das stoßfeste Profil (21) stabförmig ist.
  7. Eckverbindungskonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass sie mit einem inneren Winkelprofil (27) versehen ist, das entfernt von dem stoßfesten Profil (21) ist und gegen die Plattenteile (19-20) passt, wobei die Plattenteile (19-20) optional gegen das innere Winkelprofil (27) verschraubt sind.
  8. Eckverbindungskonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das zuvor genannte stoßfeste Profil (21) vollständig zwischen der Deckschicht (17) und dem Kern (14) der umgebenden Plattenteile (19-20) eingeschlossen ist.
  9. Eckverbindungskonstruktion nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass sie mit einem inneren Profil (27) versehen ist, das gegen die Plattenteile (19-20) passt, wobei die Plattenteile (19-20) optional gegen das innere Winkelprofil (27) verschraubt sind, und dass das zuvor genannte stoßfeste Profil (21) aus einem Stück mit dem inneren Winkelprofil (27) hergestellt ist, so dass beide Profile ein zusammengesetztes Profil (30) bilden.
  10. Eckverbindungskonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das stoßfeste Profil (21) oder das zusammengesetzte Profil (30), von dem das stoßfeste Profil (21) ein Teil ist, Abmessungen hat, die einem oder beiden der folgenden Parameter entsprechen:
    die abgerundete Seite des stoßfesten Profils (21), die gegen die Deckschicht (17) passt,, hat einen Rundungsradius, der kleiner ist als die Hälfte der Dicke der Gipskartonplatte (13);
    die Gesamtdicke des stoßfesten Profils (21) oder, im Fall eines zusammengesetzten Profils (30), die Gesamtdicke des Teils, das sich zwischen den Plattenteilen (19-20) befindet, senkrecht zur Mittellinie gemessen, ist kleiner als die Hälfte der Dicke der Gipskartonplatte (13).
  11. Eckverbindungskonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Ganze zusammengeklebt und/oder verschraubt ist.
  12. Eckverbindungskonstruktion nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Platte (13) eine Gipskartonplatte ist, die auf beiden Seiten mit einer Deckschicht (17-18) aus Karton versehen ist.
  13. Verfahren zur Herstellung einer Eckverbindungskonstruktion wie in irgendeinem der vorhergehenden Ansprüche beschrieben, das mindestens die folgenden aufeinander folgenden Schritte umfasst:
    Abfräsen der Platte (13) an einer Seite (16) bis hin zu der Deckschicht (17), die sich auf der anderen Seite (15) befindet, so dass ein Sitz (25) für ein stabförmiges Teil eines stoßfesten Profils (21) entsteht, Bereitstellen des stabförmigen Teils des stoßfesten Profils (21) auf der Höhe des Sitzes (25) und Dichtfalten des Ganzen in der gewünschten Eckenform.
  14. Verfahren nach Anspruch 13, dadurch gekennzeichnet, dass während des Fräsens eine Vertiefung (24) in Form eines gut definierten Winkels entsteht, so dass die Plattenteile (19-20) nach dem Falten in abgeschrägter Weise zueinander passen. und dass der zuvor genannte Sitz (25) unten in der Vertiefung (24) bereit gestellt ist.
  15. Verfahren nach Anspruch 13 oder 14, dadurch gekennzeichnet, dass die ganze Einheit zusammengeklebt wird, indem man zuerst eine Menge Klebstoff (26) auf der Platte auf der Höhe des Sitzes (25) bereit stellt, anschließend das Profil (21-30) an seine Position bringt und danach das Ganze in dem gewünschten Winkel zusammenfaltet.
EP97203883A 1996-12-19 1997-12-11 Eckverbindungskonstruktion für Gipskartonplatten und Verfahren zur Herstellung einer solchen Eckkonstruktion Expired - Lifetime EP0849415B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
BE9601068A BE1010816A3 (nl) 1996-12-19 1996-12-19 Hoekconstructie in gipskartonplaat of dergelijke en werkwijze voor het realiseren van dergelijke hoekconstructie, alsmede hulpstukken hierbij aangewend.
BE9601068 1996-12-19

Publications (2)

Publication Number Publication Date
EP0849415A1 EP0849415A1 (de) 1998-06-24
EP0849415B1 true EP0849415B1 (de) 2004-06-16

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EP97203883A Expired - Lifetime EP0849415B1 (de) 1996-12-19 1997-12-11 Eckverbindungskonstruktion für Gipskartonplatten und Verfahren zur Herstellung einer solchen Eckkonstruktion

Country Status (6)

Country Link
EP (1) EP0849415B1 (de)
AT (1) ATE269466T1 (de)
BE (1) BE1010816A3 (de)
DE (1) DE69729539T2 (de)
NO (1) NO316391B1 (de)
PL (1) PL191434B1 (de)

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AT503464B1 (de) * 2006-06-29 2007-10-15 Werner Dr Kampichler Profilsystem zur herstellung der eckausbildung im trockenbau
US8236114B2 (en) 2010-02-10 2012-08-07 Josef Gangl Method and system for placing a corner reinforcement insert in a gypsum board corner assembly

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DE102005022827B4 (de) * 2005-05-12 2009-04-23 Roman Zahner Einfassung für eine Wandkante einer Fenster- oder Türlaibung zur Bildung einer Fasche
EP1811099A3 (de) * 2006-01-20 2008-09-24 Knauf Gips KG Bauplatte zur Herstellung eines Eckelements
FR2905965B1 (fr) * 2006-09-15 2013-11-29 Placoplatre Sa Perfectionnement concernant une plaque de parement, notamment une plaque de platre.
AT10265U1 (de) * 2007-04-05 2008-12-15 Magacon Technologies Gmbh Werkzeug zur herstellung einer hinterschnittenen nut in einer sandwichplatte
DE102008031855B3 (de) * 2008-07-05 2010-01-28 Willi Kapfer Raumelement
ITBO20090030A1 (it) * 2009-01-23 2010-07-24 Aldo Bacchielli Procedimento di realizzazione di colonne e gole in cartongesso ed elementi ottenuti con detto procedimento
DE102009036985B4 (de) * 2009-08-12 2012-08-09 Joachim Sonnberger Beschichtungsmaterial, Verfahren zur Herstellung eines mit abgerundeten Ecken ausgestatteten beschichteten Werkstück und beschichtetes Werkstück
ES1086933Y (es) * 2013-07-17 2013-11-06 Gascon David Fernandez Perfil de esquina para unir piezas cortadas en ángulo
JP6430124B2 (ja) * 2014-02-14 2018-11-28 チヨダウーテ株式会社 コーナーボード
JP2017214807A (ja) * 2016-06-02 2017-12-07 フクビ化学工業株式会社 コーナー部材及びその製造方法
EP3513015A4 (de) * 2016-09-15 2020-05-13 Jerry Moscovitch Vorrichtung und verfahren für scharnierte trockenwand
JP2017106315A (ja) * 2017-02-22 2017-06-15 チヨダウーテ株式会社 コーナーボード及びコーナーボードの製造方法
CN114919246B (zh) * 2022-06-28 2023-08-29 平邑县富华石膏制品有限公司 一种加强型石膏板及其制备方法

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GB2292582A (en) * 1994-08-25 1996-02-28 Trimtec Ltd Render or plaster profile

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GB403218A (en) * 1932-12-01 1933-12-21 Henry Darbyshire Improvements in and connected with the forming of reinforced or strong and true internal angles of walls of buildings
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US3911554A (en) * 1974-12-02 1975-10-14 Robertson Co H H Method of bending a laminated building panel and a corner produced thereby
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DE3937231C2 (de) * 1989-11-09 2001-01-04 Gefinex Jackon Gmbh Eckprofil
DE9106350U1 (de) * 1991-05-23 1991-10-17 Jannusch, Heinz, 2000 Hamburg, De
WO1994010403A1 (en) * 1992-11-02 1994-05-11 Philip Andrew Barrance Building corner construction

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DE3138380A1 (de) * 1981-09-26 1983-04-07 Oskar 6620 Völklingen Adam Raumeckleiste aus gipskarton
GB2292582A (en) * 1994-08-25 1996-02-28 Trimtec Ltd Render or plaster profile

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT503464B1 (de) * 2006-06-29 2007-10-15 Werner Dr Kampichler Profilsystem zur herstellung der eckausbildung im trockenbau
US8236114B2 (en) 2010-02-10 2012-08-07 Josef Gangl Method and system for placing a corner reinforcement insert in a gypsum board corner assembly

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BE1010816A3 (nl) 1999-02-02
NO316391B1 (no) 2004-01-19
DE69729539T2 (de) 2005-07-28
PL191434B1 (pl) 2006-05-31
EP0849415A1 (de) 1998-06-24
PL323893A1 (en) 1998-06-22
ATE269466T1 (de) 2004-07-15
NO975964D0 (no) 1997-12-18
DE69729539D1 (de) 2004-07-22
NO975964L (no) 1998-06-22

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