EP2933397B1 - Profil de liaison et panneau de construction préfabriqué à utiliser dans les cloisons sèches - Google Patents
Profil de liaison et panneau de construction préfabriqué à utiliser dans les cloisons sèches Download PDFInfo
- Publication number
- EP2933397B1 EP2933397B1 EP15162713.0A EP15162713A EP2933397B1 EP 2933397 B1 EP2933397 B1 EP 2933397B1 EP 15162713 A EP15162713 A EP 15162713A EP 2933397 B1 EP2933397 B1 EP 2933397B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- building panel
- recess
- building
- stabilizing
- panel
- 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
- 230000000087 stabilizing effect Effects 0.000 claims description 41
- 238000003780 insertion Methods 0.000 claims description 27
- 230000037431 insertion Effects 0.000 claims description 27
- 238000000034 method Methods 0.000 claims description 9
- 229910052602 gypsum Inorganic materials 0.000 claims description 5
- 239000010440 gypsum Substances 0.000 claims description 5
- 238000004519 manufacturing process Methods 0.000 claims description 5
- 239000000853 adhesive Substances 0.000 claims description 2
- 230000001070 adhesive effect Effects 0.000 claims description 2
- 239000002344 surface layer Substances 0.000 claims 7
- 210000002105 tongue Anatomy 0.000 claims 6
- 230000000149 penetrating effect Effects 0.000 claims 1
- 239000003381 stabilizer Substances 0.000 description 35
- 239000010410 layer Substances 0.000 description 25
- 238000005452 bending Methods 0.000 description 17
- 238000010276 construction Methods 0.000 description 7
- 239000002390 adhesive tape Substances 0.000 description 3
- 238000003754 machining Methods 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 239000012792 core layer Substances 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000009969 flowable effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F19/00—Other details of constructional parts for finishing work on buildings
- E04F19/02—Borders; Finishing strips, e.g. beadings; Light coves
- E04F19/06—Borders; Finishing strips, e.g. beadings; Light coves specially designed for securing panels or masking the edges of wall- or floor-covering elements
- E04F19/062—Borders; Finishing strips, e.g. beadings; Light coves specially designed for securing panels or masking the edges of wall- or floor-covering elements used between similar elements
- E04F19/064—Borders; Finishing strips, e.g. beadings; Light coves specially designed for securing panels or masking the edges of wall- or floor-covering elements used between similar elements in corners
-
- 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
- E04C2/32—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 formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material
- E04C2/328—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 formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material slightly bowed or folded panels not otherwise provided for
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F19/00—Other details of constructional parts for finishing work on buildings
- E04F19/02—Borders; Finishing strips, e.g. beadings; Light coves
- E04F19/06—Borders; Finishing strips, e.g. beadings; Light coves specially designed for securing panels or masking the edges of wall- or floor-covering elements
- E04F19/062—Borders; Finishing strips, e.g. beadings; Light coves specially designed for securing panels or masking the edges of wall- or floor-covering elements used between similar 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
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/14—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E05—LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
- E05D—HINGES OR SUSPENSION DEVICES FOR DOORS, WINDOWS OR WINGS
- E05D1/00—Pinless hinges; Substitutes for hinges
- E05D1/02—Pinless hinges; Substitutes for hinges made of one piece
Definitions
- the invention relates to a prefabricated building element for the realization of room corners in drywall and a kareries connection profile, wherein two structural panels of the prefabricated building element from the plane to the rear are hinged.
- drywall in particular in the production of walls and front walls, for example, plasterboard, a cost-effective and particularly rapid implementation of construction work is generally required.
- wall structures made of individual building panels the problem of the butt joints between the building panels.
- room corners lead to a non-negligible reworking work, for example, a trowelling of corner rails. From this point of view, the cladding of shafts, columns or the like is associated with a particularly high amount of time.
- a disadvantage of such an embodiment is that the correspondingly used profile at the corner of the end faces of the two adjacent building panels is visible across. However, deviating from the structural panels surface property of the visible profile in the corner considerably complicates the subsequent decoration of the building panels.
- a solution is known from the prior art, in which a recess is incorporated in a continuous building board, so that the arranged on the visible side cover layer is maintained.
- a double-sided adhesive tape is inserted, wherein after flaps of the both sides of the recess existing construction panel sections by means of the double-sided adhesive tape in the corner a renewed connection of the two building board sections is created.
- a disadvantage of the latter embodiment is the lack of stability of the provided with a recess building board, despite the use the double-sided adhesive tape. This can lead to damage in the handling of the building board before it is installed at the place of use.
- the cover layer can tear in the region of the recess in the event of uneven lifting. Furthermore, it can come by lifting on a Bauplattenabêt to detach the top layer from Bauplattenkern. Not to be neglected is the risk of an impermissible breaking out of the construction board core adjacent to the recess.
- plasterboard occurs almost inevitably an irregularly shaped breaking off the bottom of the recess towards tapered gypsum core.
- connection profile is anchored with an anchor web in the gypsum material of the plasterboard.
- connection profile must be inserted already in the manufacture of the plasterboard, since the anchor bar is embedded in the still flowable plaster mass.
- the preparation of such prefabricated components therefore requires a very large plant engineering effort and can not be made on demand also in smaller quantities.
- connection profile for connecting panel elements with two protrusions is known.
- a projection is thereby inserted into a central groove of the panel element, whereas the second projection engages over the Panelement at a corner of the end faces and thereby fixes the connection profile positively.
- connection profile overlaps the panel element on the cover side.
- connection profile panel elements not stacked on top of each other to save space.
- unevenness caused by the overlapping second tab must be over-lapped to form a flat exterior.
- Object of the present invention is therefore to provide a connection profile and a finished component with a corresponding connection profile available, which overcomes the disadvantages of the previous versions in the field of plasterboard.
- the generic finished component is initially used for the realization of room corners in drywall.
- it first requires a building board, which has a arranged on the visible side continuous cover layer and behind the cover layer facing a rear plate core.
- a behind the cover layer facing the back is incorporated over the length of the building panel extending recess, ie, the plate core is divided by the recess.
- the required building board is divided into a right building panel section and a left building board section in continuous cover layer.
- the continuous cover layer in the region of the recess in this case forms a bending zone, which allows a folding of the right building board section relative to the left building board section at least towards the rear over an angle of at least 90 °.
- the prefabricated component comprises a right stabilizer bar for attachment to the right structural plate section and a left stabilizer bar for attachment to the left structural plate section, wherein the stabilizer bars are arranged within the recess. It is obvious that, taking into account the shape and size of the recess, the stabilizer bar must be shaped such that unimpeded flaps of Bauplattenabête back is possible.
- the respective structural panel sections are provided with an insertion groove extending from the recess and extending parallel to the respective structural panel section.
- the stabilizing strips each have a Einsteckschenkel, which is secured in the insertion of the respective Bauplattenabitess.
- a particularly advantageous prefabricated component is created when a plasterboard is used as a building board, in which embodiment the corresponding cover layer is formed by a paper layer.
- the stabilizing strips have a height which is less than the thickness of the intended building board less the thickness of the cover layer.
- the stabilizing strips between the cover layer and the back of the building board can be arranged, whereby a particularly advantageous and damage-free transportability of the finished component is achieved.
- the finished component can be layered without the risk of damage to each other.
- the shape and the preparation of the stabilizing strips further simplified if they are designed substantially symmetrical to each other. This simplifies in particular the design of the recess in the building board as well as the insertion grooves in the building board sections.
- the two stabilizing strips in contrast, it is particularly advantageous if the right and left stabilizing strips are designed as identical parts.
- the stabilizing strips are extended by a latching function.
- the right stabilizer bar right latching means and the left stabilizer left latching means the embodiment of the latching means is initially insignificant, provided that it is ensured that when folding the building panel sections by 90 ° to the back latching the right latching means with the left latching means ,
- This particularly advantageous embodiment with a latching function ensures that at the place of use, starting from the planar shape of the finished component a structural panel section can be folded so that the 90 ° angled shape of the finished component results, then no further adherence to the preservation of this angled shape is required. Now, the finished component can be easily attached to the place of use, the angle is already held automatically due to the locking.
- the realization of the locking means can in this case take place in various ways, wherein in a first particularly advantageous embodiment of the stabilizing strips - particularly advantageously produced as extruded profiles or as a common extruded - the right locking means by means of a locking lug engages behind the left locking means (where right and left are chosen purely arbitrarily).
- the stabilizer bars together with the locking means in the extruded profile without additional rework can be produced and are therefore particularly cost feasible.
- Conceivable here is an embodiment similar to a zipper, so that when the fastening sections are folded by 90 ° to the rear, hooking of the locking means to one another is effected.
- the realizable locking force it is also particularly advantageous if it is not too high. Rather, it is particularly advantageous if a disengagement occurs before a critical breaking load is reached. If unfavorable handling is performed on the prefabricated component after locking, however, it is advantageous if disengagement takes place. If, for example, only one structural panel section is detected and in the other structural panel section, bending forces occur, for example, in a horizontal position under its own weight, then these bending forces can quickly lead to breakage of the structural panel section, in particular in the case of a plasterboard panel. Particularly at risk in this case is the area directly at the insertion groove. In contrast, it is advantageous if, instead, a disengagement takes place, so that although not held Bauplattenabites immediately abruptly drops, but there is a realistic possibility that in a free swinging down in the air damage due to the disengagement is prevented.
- the stabilizer bars can be realized in a particularly advantageous manner by an inventive connection profile.
- the one-piece connection profile initially has, generically, a right stabilizer bar for attachment to a right-hand structural panel section and a left stabilizer bar for attachment to a left-hand structural panel section, the stabilizer bars being fastened as intended in the recess of the structural panel.
- the respective stabilizing strips are extended by a Einsteckschenkel, by means of which a significantly improved connection with the respective Bauplattenabterrorism is achieved without the need for gripping the front sides of the structural panels sections.
- the Einsteckschenkel extends parallel to the plane of the respective Bauplattenabitess, wherein correspondingly in the respective Bauplattenabterrorism an outgoing of the recess insertion groove is required, which must extend parallel to the corresponding plane of the corresponding Bauplattenabitess.
- connection profile can be used in a particularly advantageous manner in a prefabricated component as described above.
- connection profile comprises a central bending section connecting the stabilizing strips.
- connection profile for realizing a bend of the right stabilizer bar relative to the left stabilizer bar by 90 ° to the back is achieved when the connection profile in the initial state has a V-shaped from the bending section to the back opening shape. Furthermore, it is advantageous if the connection profile has on both sides of the bending section a substantially triangular-shaped base section and a plate-shaped web section following thereon.
- the connection profile without viewing the Einsteckschenkel in the starting position is Y-shaped, whereby it can be inserted into a corresponding Y-shaped recess in the building board. This shape favors on the one hand the processing of the building board for the production of the recess.
- novel prefabricated component further leads to a novel method according to the invention for producing a prefabricated component for the realization of room corners in dry construction.
- a building board which has a arranged on the visible side continuous cover layer and a behind the cover layer facing a back plate core. Furthermore, a connection profile with a right and a left stabilizer bar or separate stabilizer bars are needed, each having a Einsteckschenkel.
- a processing of the building board is required, in which the plate core is severed to the top layer in a straight line over the length of the building board.
- this can be done by a separating cut through the plate core, or in a second type of process to form a plate-core removing V- or Y-shaped recess.
- a right and a left adjacent to the recess part plate is formed, wherein the two partial plates remain connected to each other by the continuous cover layer of the building board.
- connection profile is used in a particularly advantageous manner, which integrally has a central bending section, in the particularly advantageous method, the connection profile is folded to the visible side before mounting on the building board sections, so that the Einsteckschenkel are arranged parallel to each other.
- both Einsteckschenkel the connection profile can be inserted simultaneously into the two Einstecknuten the two structural panels sections.
- both sub-plates bear against a planar support together in the region of the machining tool.
- the support with a length of at least 50 mm, particularly advantageously of at least 200 mm, and at a height of at least 120% of the depth of the insertion grooves, particularly advantageously of at least 200% of the depth of the insertion grooves.
- connection profiles and for prefabricated components are outlined.
- connection profile 01 is sketched in cross section, with this with a Y-shaped basic shape divides into a right stabilizer bar 04r and a left stabilizer bar 041, which 04r, 041 are connected to each other via a bending portion 03.
- the bending portion 03 is selected to be so thin that this 03 realizes a film hinge, based on which 03, the two stabilizing strips 04r, 041 are mutually bendable.
- the V-shaped opening towards the rear of the connection profile 01 ensures that the two stabilizing strips 04r, 041 are bendable towards each other by 90 ° towards the rear.
- the design of the stabilizing strips 04 which are each composed of a triangular base section 05, a plate-shaped web section 06 adjoining thereto 05 and a plug-in limb 07, which extends essentially parallel to the plane of the respective building board section 16, can also be seen.
- FIG. 2 is a finished component 11 with the connection profile 01 from Fig. 1 sketched, with the associated building board 15 in the FIG. 3 is pictured.
- 161 161 Einstecknuten 19 are incorporated parallel to the plane of the respective Hauplattenabismee, in which 19 the Einsteckschenkel 07 of the connection profile 01 are attached.
- a particularly stable connection of the connection profile 01 with the building board 15 is achieved.
- connection profile 01 is completely within the recess 18 in this particularly advantageous design and does not protrude beyond the back 13 of the building board 15.
- the finished component 11 is sketched in its use position, for which purpose the two structural panels 16r, 161 of the building panel 15 are folded over by an angle of 90 ° to the rear side 13 out. Accordingly, the two web portions 06 of the right stabilizer bar 04r and the left stabilizer bar 041 come to rest in parallel. Furthermore, it can be seen the advantageous corner design of the finished component in the folded position by 90 °, which is due to the bending region 03 in the manner of a film hinge largely acute-angled. Furthermore, it can be seen from this embodiment that in use a uniform surface is created circumferentially around the corner, so that the subsequent surface design can be made without reworking or additional effort.
- connection profile 01 into the building board 15 comprising the two building board sections 16r and 161 is particularly simple if the connection profile 01 and the building board 15 are each folded through 180 ° to the visible side 12 towards each other (see FIG. 5 ).
- the connection profile 01 and the building board 15 are each folded through 180 ° to the visible side 12 towards each other (see FIG. 5 ).
- the two Einsteckschenkel 07 parallel to each other to lie.
- the two structural plate sections 16r and 161 can be bent by 180 ° to each other to the visible side, so that their Einstecknuten 19 are also aligned parallel to each other to the front side open. In this position, the assembly of the connection profile 01 is readily possible on the thus prepared building board 15.
- FIG. 6 is an alternative to execution Fig. 1 sketched a connection profile 21 with locking function, which 21 as well as the profile Fig. 1 can be produced by extrusion.
- a stabilizer bar 24r a first locking means 29r in the form of a latching hook.
- the other stabilizer bar 24 forms with the free end face of the regularly present web section 06, a second latching means 291, which 291 can be engaged behind by the latching hook 29r.
- connection profile 21 Fig. 6 folded in use in a prefabricated component 31 in the functional position by 90 ° to the back 13.
- the position of the two structural plate sections 16r, 161 is reliably held relative to one another.
- the detent function requires a slight further recess in the associated building board 35.
- connection profile 41 is sketched with locking function, now the right stabilizer bar 44r and the left stabilizer bar 441 are constructed similar, with each undercut changing grid surveys 49r and 491 quasi zipper hooked into each other and thus also secure the position of the two stabilizing bars 44r, 441 to each other.
- stabilizer bars 64 are outlined, which 64 are executed for the right side and the left side as equal parts. These 64 are each composed of a web portion 06 and a Einsteckschenkel 07 together.
- FIG. 11 This outlines the FIG. 11 a prefabricated component 71 with the separate stabilizing strips 64 corresponding to the previous figure.
- the folding of the right structural plate section 76r relative to the left structural plate section 761 takes place at the cover layer 77 passing through in the region of the recess 78.
- this is it is possible to limit the machining in the region of the recess 78 to the region in which the stabilizing strips 64 are attached, so that a shoulder 79 is formed on the building board sections 76 towards the rear above the stabilizing strips 64.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
- Panels For Use In Building Construction (AREA)
- Revetment (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Claims (11)
- Élément de construction préfabriqué (11, 31, 51, 71) pour construire des coins dans des salles dans la construction sèche en utilisant un panneau de construction (15, 35, 75) produit en placoplâtre, ledit panneau de construction (15, 35, 75) comprenant une couche supérieure (17, 77) continue disposée sur le côté visible (12) et une encoche (18, 78) derrière la couche supérieure (17, 77) dirigée vers une face arrière (13), ainsi qu'une section de panneau de construction droite et gauche (16r, 76r, 161, 761) adjacentes à l'encoche (18, 78), lesdites sections de panneau de construction (16r, 76r, 161, 761) étant pliables l'une par rapport à l'autre à un angle d'au moins 90° au moins vers la face arrière (13), et ayant une bande de stabilisation droite et gauche (04r, 041, 24r, 241, 44r, 441, 64), lesdites bandes de stabilisation (04, 24, 44, 64) étant montées dans l'encoche (18, 78) à la section de panneau de construction droite et gauche (16r, 76r, 161, 761), respectivement,
caractérisé en ce que
des rainures d'insertion (19) s'étendant à partir de l'encoche (18, 78) sont incorporées dans les sections de panneau de construction (16r, 76r, 161, 761) en parallèle au plan respectif de la section de panneau de construction (16r, 76r, 161, 761), les bandes de stabilisation (04, 24, 44, 64) chacune comprenant une languette d'insertion (07) qui (07) est fixée dans la rainure d'insertion (19) de la section de panneau de construction (16, 76) respective. - Élément de construction préfabriqué (11, 31, 51, 71) selon la revendication 1,
caractérisé en ce que
le panneau de construction (15, 35, 75) est un panneau en placoplâtre. - Élément de construction préfabriqué (11, 31, 51, 71) selon la revendication 1 ou 2,
caractérisé en ce que
les bandes de stabilisation (04, 24, 44, 64) sont disposées au panneau de construction (15, 35, 75) dans l'encoche (18, 78) entre la couche supérieure (17, 77) et la face arrière (13). - Élément de construction préfabriqué (11, 31, 51, 71) selon l'une quelconque des revendications 1 à 3,
caractérisé en ce que
la bande de stabilisation droite (04r, 24r, 44r) est configurée de manière symétrique par rapport à la bande de stabilisation gauche (041, 241, 441); et/ou la bande de stabilisation droite (64) et la bande de stabilisation gauche (64) sont configurées en tant que composants invariants. - Élément de construction préfabriqué (11, 31, 51, 71) selon l'une quelconque des revendications 1 à 4,
caractérisé en ce que
les sections de panneau de construction (16r, 76r, 161, 761) sont pliables l'une par rapport à l'autre vers le côté visible (12) à un angle d'au moins 170°, en particulier avec les sections de panneau de construction (16r, 76r, 161, 761) étant adjacentes l'une à l'autre. - Élément de construction préfabriqué (11, 31, 51, 71) selon l'une quelconque des revendications 1 à 5,
caractérisé en ce que
la profondeur de la rainure d'insertion (19) est d'entre 10 mm et 50 mm, en particulier d'entre 20 mm et 30 mm, la distance entre la languette d'insertion (07) et la base de la rainure d'insertion (19) en particulier étant d'entre 0,5 mm et 10 mm. - Élément de construction préfabriqué (11, 31, 51, 71) selon l'une quelconque des revendications 1 à 5,
caractérisé en ce que
la bande de stabilisation droite (24r, 44r, 64) comprend des moyens d'encliquetage droits (29r, 49r, 69) et la bande de stabilisation gauche (241, 441, 64) comprend des moyens d'encliquetage gauches (291, 491, 69), lesdits moyens d'encliquetage droits (29r, 49r, 69) s'encliquetant avec les moyens d'encliquetage gauches (291, 491, 69) quand les sections de panneau de construction (16r, 76r, 161, 761) sont pliées par 90° vers la face arrière, les moyens d'encliquetage (29r, 291, 49r, 491, 69) en particulier étant configurés de telle manière que, concernant la force de retenue générée, les moyens d'encliquetage (29r, 291, 49r, 491, 69) se désencliquètent avant que le panneau de construction (15, 35, 75) soit endommagé par une rupture à et/ou près de la bande de stabilisation (04, 24, 44, 64). - Procédé pour produire un élément de construction préfabriqué (11, 31, 51, 71) pour construire des coins dans des salles dans la construction sèche utilisant un panneau de construction produit en placoplâtre, ledit panneau de construction comprenant une couche supérieure (17, 77) continue disposée sur le côté visible (12) et un noyau de panneau derrière la couche supérieure (17, 77) dirigé vers une face arrière (13) et ayant une bande de stabilisation droite et gauche (04r, 041, 24r, 241, 44r, 441, 64), lesdites bandes de stabilisation (04, 24, 44, 64) chacune comprenant une languette d'insertion (07), comprenant les étapes :- usiner et produire le panneau de construction avec une coupe de séparation rectiligne coupant le noyau de panneau jusqu'à la couche supérieure (17, 77) ou avec une encoche (18, 78) rectiligne en forme de V ou Y pénétrant le noyau de panneau jusqu'à la couche supérieure (17, 77), une plaque partielle droite et une plaque partielle gauche adjacentes à l'encoche (18, 78) étant formées ;- plier les plaques partielles vers le côté visible (12) jusqu'à ce que celles-ci reposent l'une contre l'autre ;- en cas de la coupe de séparation, usiner les deux plaques partielles en produisant un biseau qui forme une encoche (18, 78) en forme de V ou Y quand les plaques partielles sont disposées de manière plane ;- usiner les deux plaques partielles en produisant une rainure d'insertion (19) s'étendant en parallèle au plan de la plaque partielle à partir de l'encoche (18, 78) quand une section de panneau de construction droite et gauche (16r, 161, 76r, 761), respectivement, est formée ;- monter la bande de stabilisation droite et gauche (04r, 041, 24r, 0241, 44r, 441, 64) à la section de panneau de construction droite et gauche (16r, 76r, 161, 761), respectivement, en produisant un élément de construction préfabriqué (11, 31, 51, 71) selon l'une quelconque des revendications précédentes.
- Procédé selon la revendication 8,
caractérisé en ce qu'
un profil de liaison (01, 21, 41) selon l'une quelconque des revendications précédentes est utilisé, ledit profil de liaison (01, 21, 41) étant également plié vers le côté visible (12) avant le montage aux sections de panneau de construction (16r, 76r, 161, 761) de telle manière que les languettes d'insertion (07) des bandes de stabilisation (04r, 041, 24r, 241, 44r, 441) soient disposées en parallèle l'une à l'autre. - Procédé selon la revendication 8 ou 9,
caractérisé en ce qu'
un adhésif est appliqué aux languettes d'insertion (07) et/ou dans les rainures d'insertion (19) avant le montage des languettes d'insertion (07) dans les rainures d'insertion (19). - Procédé selon l'une quelconque des revendications 8 à 10,
caractérisé en ce que
les deux plaques partielles ensemble reposent contre un support planaire dans la zone de l'outil d'usinage quand les rainures d'insertion (19) sont produites.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL15162713T PL2933397T3 (pl) | 2014-04-16 | 2015-04-08 | Profil łączący i prefabrykowana płyta budowlana do zastosowania w suchej zabudowie |
SI201530081T SI2933397T1 (sl) | 2014-04-16 | 2015-04-08 | Vezni profil in montažna plošča za uporabo pri suhi gradnji |
HRP20171271TT HRP20171271T1 (hr) | 2014-04-16 | 2017-08-18 | Spojni profil i predfabricirana građevna ploča za uporabu u sustavu suhe gradnje |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202014101817.4U DE202014101817U1 (de) | 2014-04-16 | 2014-04-16 | Verbindungsprofil und Fertigbauplatte zur Verwendung im Trockenbau |
Publications (4)
Publication Number | Publication Date |
---|---|
EP2933397A2 EP2933397A2 (fr) | 2015-10-21 |
EP2933397A3 EP2933397A3 (fr) | 2015-11-11 |
EP2933397B1 true EP2933397B1 (fr) | 2017-05-31 |
EP2933397B8 EP2933397B8 (fr) | 2017-11-01 |
Family
ID=50726533
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP15162713.0A Active EP2933397B8 (fr) | 2014-04-16 | 2015-04-08 | Profil de liaison et panneau de construction préfabriqué à utiliser dans les cloisons sèches |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP2933397B8 (fr) |
DE (1) | DE202014101817U1 (fr) |
DK (1) | DK2933397T3 (fr) |
ES (1) | ES2638202T3 (fr) |
HR (1) | HRP20171271T1 (fr) |
LT (1) | LT2933397T (fr) |
PL (1) | PL2933397T3 (fr) |
SI (1) | SI2933397T1 (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102018117875A1 (de) * | 2018-07-24 | 2020-01-30 | Schmitt Verwaltungs GmbH | Fertigbauelement zur Realisierung von Raumecken im Trockenbau |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3513015A4 (fr) | 2016-09-15 | 2020-05-13 | Jerry Moscovitch | Appareil et procédé de cloison sèche articulée |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3141709A1 (de) * | 1981-10-21 | 1983-05-05 | Oskar 6620 Völklingen Adam | "abgewinkeltes formteil aus plattfoermigem gegenstand" |
DE3514276A1 (de) * | 1985-04-17 | 1986-10-23 | VS Winter Bankeinrichtungen GmbH, 4950 Minden | Scharnierverbindung fuer extruderprofile |
AUPO291296A0 (en) * | 1996-10-11 | 1996-11-07 | Rudduck, Dickory | Building elements |
-
2014
- 2014-04-16 DE DE202014101817.4U patent/DE202014101817U1/de not_active Expired - Lifetime
-
2015
- 2015-04-08 SI SI201530081T patent/SI2933397T1/sl unknown
- 2015-04-08 LT LTEP15162713.0T patent/LT2933397T/lt unknown
- 2015-04-08 EP EP15162713.0A patent/EP2933397B8/fr active Active
- 2015-04-08 ES ES15162713.0T patent/ES2638202T3/es active Active
- 2015-04-08 DK DK15162713.0T patent/DK2933397T3/en active
- 2015-04-08 PL PL15162713T patent/PL2933397T3/pl unknown
-
2017
- 2017-08-18 HR HRP20171271TT patent/HRP20171271T1/hr unknown
Non-Patent Citations (1)
Title |
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None * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102018117875A1 (de) * | 2018-07-24 | 2020-01-30 | Schmitt Verwaltungs GmbH | Fertigbauelement zur Realisierung von Raumecken im Trockenbau |
Also Published As
Publication number | Publication date |
---|---|
SI2933397T1 (sl) | 2017-09-29 |
PL2933397T3 (pl) | 2018-01-31 |
EP2933397B8 (fr) | 2017-11-01 |
EP2933397A3 (fr) | 2015-11-11 |
ES2638202T3 (es) | 2017-10-19 |
DE202014101817U1 (de) | 2014-04-29 |
HRP20171271T1 (hr) | 2017-10-20 |
DK2933397T3 (en) | 2017-09-11 |
LT2933397T (lt) | 2017-08-25 |
EP2933397A2 (fr) | 2015-10-21 |
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