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EP1200690B2 - Procede pour poser et bloquer des panneaux - Google Patents
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EP1200690B2 - Procede pour poser et bloquer des panneaux - Google Patents

Procede pour poser et bloquer des panneaux Download PDF

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Publication number
EP1200690B2
EP1200690B2 EP00922449A EP00922449A EP1200690B2 EP 1200690 B2 EP1200690 B2 EP 1200690B2 EP 00922449 A EP00922449 A EP 00922449A EP 00922449 A EP00922449 A EP 00922449A EP 1200690 B2 EP1200690 B2 EP 1200690B2
Authority
EP
European Patent Office
Prior art keywords
panel
row
panels
locked
new
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
EP00922449A
Other languages
German (de)
English (en)
Other versions
EP1200690A1 (fr
EP1200690B1 (fr
Inventor
Ralf Eisermann
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Akzenta Paneele and Profile GmbH
Original Assignee
Akzenta Paneele and Profile GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=8075541&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1200690(B2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Akzenta Paneele and Profile GmbH filed Critical Akzenta Paneele and Profile GmbH
Priority to EP04004655A priority Critical patent/EP1428957B1/fr
Publication of EP1200690A1 publication Critical patent/EP1200690A1/fr
Application granted granted Critical
Publication of EP1200690B1 publication Critical patent/EP1200690B1/fr
Publication of EP1200690B2 publication Critical patent/EP1200690B2/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B27—WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
    • B27F—DOVETAILED WORK; TENONS; SLOTTING MACHINES FOR WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES
    • B27F1/00—Dovetailed work; Tenons; Making tongues or grooves; Groove- and- tongue jointed work; Finger- joints
    • B27F1/02—Making tongues or grooves, of indefinite length
    • B27F1/04—Making tongues or grooves, of indefinite length along only one edge of a board
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/04—Flooring or floor layers composed of a number of similar elements only of wood or with a top layer of wood, e.g. with wooden or metal connecting members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00—Joining sheets or plates or panels
    • E04F2201/01—Joining sheets, plates or panels with edges in abutting relationship
    • E04F2201/0107—Joining sheets, plates or panels with edges in abutting relationship by moving the sheets, plates or panels substantially in their own plane, perpendicular to the abutting edges
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00—Joining sheets or plates or panels
    • E04F2201/01—Joining sheets, plates or panels with edges in abutting relationship
    • E04F2201/0107—Joining sheets, plates or panels with edges in abutting relationship by moving the sheets, plates or panels substantially in their own plane, perpendicular to the abutting edges
    • E04F2201/0115—Joining sheets, plates or panels with edges in abutting relationship by moving the sheets, plates or panels substantially in their own plane, perpendicular to the abutting edges with snap action of the edge connectors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00—Joining sheets or plates or panels
    • E04F2201/01—Joining sheets, plates or panels with edges in abutting relationship
    • E04F2201/0123—Joining sheets, plates or panels with edges in abutting relationship by moving the sheets, plates or panels parallel to the abutting edges
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00—Joining sheets or plates or panels
    • E04F2201/01—Joining sheets, plates or panels with edges in abutting relationship
    • E04F2201/0138—Joining sheets, plates or panels with edges in abutting relationship by moving the sheets, plates or panels perpendicular to the main plane
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00—Joining sheets or plates or panels
    • E04F2201/01—Joining sheets, plates or panels with edges in abutting relationship
    • E04F2201/0153—Joining sheets, plates or panels with edges in abutting relationship by rotating the sheets, plates or panels around an axis which is parallel to the abutting edges, possibly combined with a sliding movement
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00—Joining sheets or plates or panels
    • E04F2201/02—Non-undercut connections, e.g. tongue and groove connections
    • E04F2201/023—Non-undercut connections, e.g. tongue and groove connections with a continuous tongue or groove
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00—Joining sheets or plates or panels
    • E04F2201/07—Joining sheets or plates or panels with connections using a special adhesive material
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00—Joints and connections
    • Y10T403/65—Scarf
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00—Joints and connections
    • Y10T403/65—Scarf
    • Y10T403/655—Mirror images

Definitions

  • the invention relates to a method for laying and locking of rectangular tabular panels, in particular floor panels having on opposite long narrow sides and on opposite short narrow sides extending over the length of the narrow sides holding profiles, of which the opposite holding profiles are formed substantially complementary to each other first panels of a first row are connected to each other at the short narrow sides, either by the complementary retaining profiles of a laid and a new panel in the longitudinal direction of the short narrow sides are pushed together or by the holding profile of a new panel first by tilting relative to the laid panel with the complementary retaining profile of the laid-down panel and subsequently by pivoting into the plane of the laid-down panel with this in both the direction perpendicular to the interlocked Narrow sides and is locked in the direction perpendicular to the plane of the laid panels, next a new panel is laid in the second row by the holding profile of its long narrow side first interlocked by tilting relative to the long narrow side of a panel of the first row with its holding profile and is subsequently pivoted in the plane of the laid panels.
  • the invention relates to a method of laying a new square panel in a second row of panels.
  • German Utility Model G 79 28 703 U1 discloses a method for laying and locking floor panels or panels with form-fitting retaining profiles. This holding profiles can be connected by a rotating joining movement. The disadvantage, however, must first be completely pre-assembled for laying a second row of panels, which is to be attached to a laid first row of panels.
  • the utility model G 79 28 703 U1 the technical teaching can be seen that initially a first row of plates is laid horizontally and then started in the second row with a second plate, which is to be inserted in an oblique position in a groove formation of the first row of plates. The second plate must be held in this inclined position so that a third plate can be connected to the second plate.
  • a method for laying and locking of panels is the type mentioned in the beginning EP 0 855 482 A2 known.
  • panels that are to be laid in the second row also added in an oblique position to the panels of a first row.
  • Adjacent panels of the second row are first locked at a small lateral distance from each other with the panels of the first row.
  • the panels of the second row are displaceable along the first row.
  • two panels of the second row holding profiles which are provided on the short narrow sides of the panels, pressed into each other.
  • the holding profiles are thereby greatly expanded and stretched.
  • the retaining profiles experience already during assembly a pre-damage that affects the durability of the retaining profiles.
  • retaining profiles formed from a HDF or MDF material are characterized by the high degree of deformation that the retaining profiles undergo in the laying method of the present invention EP 0 855 482 A2 subject, soft. Internal cracks and shifts in the fiber structure of the HDF or MDF material are responsible for this.
  • the invention is therefore based on the object to simplify the known method for laying and locking and to improve the durability of the fastening system.
  • this object is achieved in that in the method of the type mentioned a new panel whose short narrow side with the short narrow side of the panel laid in the second row and its long narrow side with the long narrow side of a panel laid in the first row must be locked is first locked at its short narrow side with the panel of the second row and the new panel is then swung along the long narrow side of a panel laid in the first row from the plane of the laid panels upwards, the previously on the short narrow side with the new panel locked second row panel at this end together with the new panel is tilted up to an inclination with the inclination decreases towards the locked short narrow side of the panel, and wherein the long holding profile of the new panel in this inclined position with the complementary retaining profile of laid in the first row panels can be joined together and pivoted after joining the inclined new panel and the locked on a short narrow side in the second row with the new panel panel in the plane of the laid panels.
  • panels to be laid in the second row can be installed by a single person.
  • a new panel can be locked both with panels of a first row and with an already installed panel of the second row. For this purpose, it is not necessary to lock the short narrow sides of two lying in a plane panels under expansion and deformation of the holding profiles.
  • the last laid in the second row panel can be used on its free short narrow side and can be pivoted about the locked long narrow side as a pivot axis in an inclined position upwards.
  • the panel is slightly twisted around its longitudinal axis. This results in that the free short narrow side of the panel is in an inclined position and the inclined position decreases towards the locked short narrow side of the panel.
  • the skewing can continue with stiffer panels through several of the previous panels of the second row.
  • the process can be carried out particularly well with thin and easily twistable panels.
  • the inclination of a second row arranged thin panel decreases by strong torsion at a very short distance.
  • the non-twisted remnant of a panel or a row of panels in the laying plane is securely locked. Only with the short slanted piece of the last panel of the second row, the holding profiles of the long narrow sides can be disengaged during the laying work. However, they can easily be joined together again with the new panel attached to the short narrow side.
  • Particularly articulated and durable are rectangular tabular panels which have on parallel narrow sides extending over the length of the narrow sides extending retaining profiles, a retaining profile is provided as a hinge projection with a convex curvature and the complementary retaining profile as a pan recess with a concave curvature, each hinge projection a new panel with slight expansion of the socket recess of a laid panel inserted into this and the new panel is finally locked by pivoting in the plane of the laid panel.
  • the necessary for laying and locking deformation of the holding profiles is much lower than holding profiles that must be compressed perpendicular to their narrow sides in the laying plane.
  • the hinge projection does not project further from the narrow side than the thickness of the panel. In this way, another advantage is that the holding profile can be milled with very little waste on the narrow side of a panel.
  • the designated as positive locking profiles retaining profiles of the long narrow sides of two panels form a common joint in the installed state of two panels, wherein the surface facing away from the top of the hinge projection of a panel preferably has an oblique material removal, extending to the free end of the hinge projection extends, and wherein the thickness of the hinge projection is increasingly reduced by the material removal to the free end, and created by the material removal a freedom of movement for the joint joint.
  • the construction allows articulated movement of two interconnected panels.
  • two interconnected panels can be bent upwards at the connection point. For example, if a panel on a surface with a survey, so that a narrow side of the panel is pressed under load on the ground and - seesawing the opposite narrow side upwards, so attached to the upwardly rocking narrow side second panel is moved upwards. The resulting bending forces do not damage the narrow cross sections of the positive locking profiles. Instead, a joint movement takes place.
  • a laid with the proposed fastening system floor has an adapted to irregular rough or corrugated surfaces compliance.
  • the fastening system is therefore particularly suitable for panels for renovating irregular floors in old buildings.
  • it is also better suited for laying panels on a soft intermediate layer than the known fastening system.
  • the construction takes into account the principle of "adapted deformability". This principle is based on the recognition that very stiff and thus supposedly stable joints cause high notch stresses and thus easily fail. To avoid this, components should be designed so that they have a tailored to the application compliance or "conformable deformability" and thus notch stresses are reduced.
  • the positive locking profiles are designed so that a load on the top of the floor panels in the laid state is transferred from the top wall of the socket recess of a first panel in the hinge projection of the second panel and the hinge projection of the second panel in the bottom wall of the first panel.
  • the walls of the socket recess of the first panel are in an installed state in contact with the top and bottom of the hinge projection of the second panel.
  • the upper wall of the socket recess only makes contact with the hinge projection of the second panel in a short area at the free end of the upper wall of the socket recess.
  • the construction permits articulation between the pan recess panel and the hinge projection panel with little elastic deformation of the walls of the socket recess.
  • the rigidity of the compound is best adapted to an irregular surface, which inevitably leads to a bending movement between panels attached to each other.
  • the laying and locking method according to the invention is better suited for multiple laying than the known methods, because the panels repeated laying and after prolonged use on an irregular surface have no pre-damage of the form-locking profiles.
  • the positive locking profiles are dimensionally stable and durable. They can be used much longer and reused more often during their life cycle.
  • the convex curvature of the joint projection and the concave curvature of the socket recess essentially each form a circular section, wherein in the installed state, the circle center of the circular sections is arranged on top of the hinge projection or below the top of the hinge projection. In the latter case, the circle center lies within the cross section of the joint projection.
  • the most projecting point of the convex curvature of the hinge projection of a panel is arranged so as to be located approximately below the upper edge of the panel. This results in a relative to the total thickness of the panel relatively strong cross section for the hinge projection.
  • the concave curvature of the socket recess provides a sufficiently large undercut for the convex curvature of the hinge projection, so that they are hardly moved apart by acting in the laying plane tensile forces.
  • the joint properties of two interconnected panels can be further improved if the wall facing the base of the socket recess of a panel on its inside has an oblique material removal, which extends to the free end of the wall and the wall thickness of this wall is increasingly thinner to the free end. In this case, a space for movement of the common joint is created by the removal of material in the laid state of two panels. With this improvement, the amount of elastic deformation of the walls of the socket recess is further reduced during the upward deflection of the laid panels.
  • socket recess of a panel for connection to the hinge projection of another panel by a resilient deformation of its lower wall expandable is and that the occurring during the joining spring elastic deformation of the lower wall in the finished connected state of two panels is withdrawn.
  • the positive locking profiles are characterized elastically deformed only for the joining process and during a joint movement and, if they are not loaded, no elastic tension.
  • the positive locking profiles are integrally formed on the narrow sides of the panels.
  • the panels can be produced very easily and with little waste.
  • the panels consist essentially of a medium density fiberboard (MDF), HDF (High Density Fiberboard) or particle board material.
  • MDF medium density fiberboard
  • HDF High Density Fiberboard
  • particle board material a medium density fiberboard
  • these materials are easy to process and obtain, for example, by a machining, a sufficient surface quality.
  • these materials have a high dimensional stability of the milled profiles.
  • the fastening system 1 has arranged on the narrow sides of the panels holding profiles, which are formed as complementary positive locking profiles 4 and 5.
  • the opposite positive locking profiles of a panel are each formed complementary. In this way, a further panel 3 can be attached to each already laid panel 2.
  • the positive locking profiles 4 and 5 are based on the prior art of the German utility model G 79 28 703 U1. In particular, on the form-locking profiles of the embodiment, which is disclosed in Figures 14, 15 and 16 and in the associated description part of G 79 28 703 U1.
  • the positive locking profiles provided for the laying method according to the invention are developed in such a way that they permit a hinged and flexible connection of panels.
  • One of the positive locking profiles 4 of the present invention is provided with a projecting from the narrow side hinge projection 6.
  • the underside of the hinge projection 6, which faces the base in the laid state, has a cross-section with a convex curvature 7 for the purpose of the articulated connection.
  • the convex curvature 7 is rotatably mounted in the complementary form-locking profile 5.
  • the convex curvature 7 is formed in a circular section.
  • the part 8 of the narrow side arranged below the hinge projection 6 recedes approximately twice as far from the free end of the hinge projection 6 as the narrow side part 9 arranged above the hinge projection 6. This is due to the fact that the circular portion of the convex curvature 7 is formed relatively wide. As a result, the widest protruding point of the convex curvature 7 of the hinge projection 6 is arranged so as to be approximately below the upper edge 10 of the panel 3 is located.
  • the above the hinge projection 6 arranged part 9 of the narrow side occurs at the top of the panel 3 from the narrow side and forms a joint abutment surface 9a. Between this joint abutment surface 9a and the hinge projection 6 of the panel 3, the part 9 of the narrow side is reset. This ensures that the part 9 of the narrow side always forms a closed top-side joint with the complementary narrow side of another panel 2.
  • the convex curvature 7 of the hinge projection 6 opposite upper side of the hinge projection 6 has a short straight portion 11, which is also arranged parallel to the substrate U in the installed state. From this short section 11 towards the free end, the upper side of the hinge projection 6 has an oblique material removal 12, which extends to the free end of the hinge projection 6.
  • the complementary to the form-locking profile 4 positive locking profile 5 a narrow side has a pan recess 20. This is essentially limited by a lower in the installed state the substrate U facing wall 21 and an upper wall 22. On the inside of the socket recess 20, the lower wall 21 is provided with a concave curvature 23. This comes to the function of a bearing shell.
  • the concave curvature 23 is also formed in a circular section. In order for the relatively wide concave curvature 23 to fit the bottom wall 21 of the socket recess 20, the bottom wall 21 protrudes farther from the narrow side of the panel 2 than the top wall 22.
  • the concave curvature 23 forms at the free end of the bottom wall 21 an undercut.
  • the inside of the upper wall 22 of the socket recess 20 of the panel 2 is arranged according to the embodiment in the installed state parallel to the substrate U.
  • the inside of the wall 21 has an inclined material removal 24, which extends to the free end of the lower wall 21.
  • the material removal 24 adjoins the one end of the concave curvature 23 according to the exemplary embodiment.
  • the hinge projection 6 of the panel 3 and the socket recess 20 of the panel 2 form, as in the Fig. 2 see the above-discussed material removal 12 at the top of the hinge projection 6 of the panel 3 and the material removal 24 of the lower wall 21 of the socket recess 20 of the panel 2 create in the installed state of the panels 2 and 3 movement clearances 13 and 25, which allow the joint G in a small angular range rotation.
  • the short straight portion 11 of the top of the hinge projection 6 of the panel 3 is in contact with the inside of the upper wall 22 of the socket recess 20 of the panel 2.
  • the convex curvature 7 of the hinge projection 6 bears against the concave curvature 23 of the lower wall 21 of the socket recess 20 of the panel 2.
  • top facing side joint abutment surfaces 9a and 26 of two connected panels 2 and 3 are always clearly on each other.
  • a simultaneous exact contact of the convex curvature 7 of the hinge projection 6 of the panel 3 on the concave curvature 23 of the socket recess 20 of the panel 2 is not possible.
  • Manufacturing tolerances would cause either the joint abutment surfaces 9a and 26 abut each other exactly or hinge projection 6 / recess 20 exactly abut each other.
  • the positive locking profiles are therefore designed so that the joint abutment surfaces 9a and 26 always abut each other exactly and joint projection 6 / recess 20 for an exact system can not be moved sufficiently far into each other.
  • the manufacturing tolerances are in the order of one hundredth of a millimeter, also hinge projection 6 / recess 20 nestle almost exactly against each other.
  • Panels 2 and 3 with the described complementary positive locking profiles 4 and 5 can be fastened to each other in various ways.
  • a panel 2 with a socket recess 20 is already laid, while a second panel 3 with a complementary hinge projection 6 in the direction of arrow P is inserted obliquely into the socket recess 20 of the first panel 2.
  • the second panel 3 is rotated about the common circle center K of the circular sections of the convex curvature 7 of the hinge projection 6 and the concave curvature 23 of the socket recess 20 until the second panel 3 rests on the substrate U.
  • FIG. 4 Another type of joining of the discussed panels 2 and 3 is in Fig. 4 shown, after which the first panel 2 is laid with a pan recess 20 and a second panel 3 is moved with a hinge projection 6 in the laying plane and perpendicular to the positive locking profiles 4 and 5 in the direction of arrow P until the walls 21 and 22 of the pan recess 20 a expand slightly elastic and the convex curvature 7 of the hinge projection 6 has overcome the undercut at the front end of the concave curvature 23 of the lower wall and the final installation position is reached.
  • the latter type of joining is preferably used for the short narrow sides of a panel, if they are provided with the same complementary positive locking profiles 4 and 5, as the long narrow sides of the panels.
  • Fig. 5 the fastening system 1 is shown in use.
  • the panels 2 and 3 lie on an irregular surface U.
  • the first panel 2 with the form-locking profile 5 has been loaded on its upper side.
  • the positive locking profile 4 connected to the positive locking profile 4 of the panel 3 has been lifted with.
  • the joint G results in a kink between the two panels 2 and 3.
  • the movement clearances 13 and 25 make room for the rotational movement of the joint.
  • the joint G formed from both panels 2 and 3 has been moved a little way out of the laying plane upwards.
  • the movement clearance 13 has been completely utilized for the rotation, so that the upper side of the hinge projection 6 of the panel 3 rests against the inside of the wall 22 of the panel 2 in the region of the material removal 12.
  • the joint is inherently resilient and does not impose any unnecessary and material-fatigue bending load on the positive-engagement profiles 4 and 4 involved.
  • Fig. 6 is a joint movement of two laid panels 2 and 3 shown in the opposite direction of rotation.
  • the laid on an irregular surface U panels 2 and 3 are bent downwards.
  • the construction is designed so that when a buckling of the joint from the laying plane to the substrate U towards a much greater elastic deformation of the lower wall 21 of the socket recess 20 occurs as in the buckling from the laying plane upwards.
  • the purpose of this measure is to be seen in the fact that the downwardly bent through panels 2 and 3 can not return to the laying level by unloading their own weight.
  • the stronger elastic deformation of the lower wall 21 of the socket recess 20 generates a clamping force, which moves the panels 2 and 3 immediately after relieving spring elastic again in the laying plane.
  • the described positive locking profiles 4 and 5 are present integrally formed on the narrow sides of the panels 2 and 3. This is preferably done by a so-called formatting process, in which the form-fitting profiles 4 and 5 with several series-connected milling tools mill the shape of the narrow sides of the panels 2 and 3 in one pass.
  • the panels 2 and 3 of the described embodiment consist essentially of an MDF board with a thickness of 8 mm.
  • the MDF board is wear-resistant and has a decorative coating on top.
  • FIG. 7 two panels 2 and 3 in the laid state, wherein a fastening system 1 is used with a soft-elastic hardening filler 30 is used.
  • the filler 30 is provided between all adjoining parts of the form-fitting connected narrow sides.
  • the top-side joint 31 is closed with the filler, so that no moisture and no dirt can penetrate.
  • caused in the bent state of two panels 2 and 3 in itself deformed filler 30 by its elasticity a provision of the panels 2 and 3 in the laying plane.
  • Fig. 8 is a perspective view of the installation of a floor to see the method of laying and locking of panels according to the invention is applied.
  • the details of the retaining profiles have been omitted. But these correspond to the positive locking profiles of FIGS. 1 to 7 and have profiled hinge projections and complementary Pfannenaussparungen extending over the entire length of the narrow sides.
  • first laid row R1 with rectangular tabular panels 40, 41, 42 and 43.
  • the panels 40, 41, 42 and 43 of the first row R1 are preferably laid so that always pan recesses lie on the free sides of a laid panel and new panels are added with the hinge projections on the pan recesses of the laid panels.
  • the panels 40, 41, 42 and 43 of the first row R1 have been locked together on their short sides. This can be done either in the laying plane by lateral telescoping in the longitudinal direction of the holding profiles of the short narrow sides or alternatively by joining the holding profiles under inclination of a new panel relative to a laid panel and subsequent pivoting of the new panel in the laying plane.
  • the laying level is in the FIGS. 8 and 9 indicated by the dashed line V.
  • the retaining profiles have been locked together without significant deformation.
  • the panels are locked in the direction perpendicular to the laying plane. In addition, they are locked in the direction perpendicular to the plane of the narrow sides.
  • a second row R2 are the panels 44, 45 and 46.
  • the panel 44 has been locked with its long side by inserting its hinge projection at an inclination relative to the panels of the first row R1 and then pivoting the panel 44 into the laying plane.
  • FIGS. 8 and 9 For laying a new panel in the second row several alternative process steps can be performed, of which FIGS. 8 and 9 two alternatives are described. Another alternative is explained without representation. The laying according to Fig. 9 as well as without representation on the basis of Fig. 9 explained alternatives for laying are not the subject of the claims.
  • the free end 45a is pivoted about the locked long narrow side 45b from the laying plane by a pivot angle ⁇ upwards.
  • the panel 45 is twisted such that the amount of the swing angle ⁇ decreases from the free end 45a toward the locked end 45c.
  • the locked end 45c remains in the laying plane.
  • the new panel 46 is set in an inclined position relative to the panel 45 at its free end 45a. The panel 46 can not initially be applied along the entire length of the short side because the panel 45 is already locked to the panels 41 and 42 of the first row.
  • the panel 46 is pivoted in the direction of the arrow A, until it is, as by the dashed pivot position 46 'also positioned below the pivot angle ⁇ to the laying plane.
  • the panel 46 is displaced in the direction of the arrow B and the hinge projection of the panel 46 is inserted into the socket recess of the panels 42 and 43 of the first row R1.
  • the short narrow side of the panel 46 is at the same time pushed completely onto the short narrow side 45a of the panel 45.
  • the panels 45 and 46 are pivoted together in the direction of arrow C in the laying plane and locked with the panels of the first row R1.
  • the alternative of the laying method according to Fig. 9 shows examples of laying panels, which are not the subject of the claims.
  • the method also provides that the free end 45a is pivoted upwards about the locked long narrow side 45b from the laying plane by a pivoting angle ⁇ , wherein the panel 45 is twisted and inclined at the free end 45a by a pivot angle ⁇ to the laying plane.
  • the locked end 45c again lies in the laying plane.
  • the panel 46 is now also inclined to the laying plane at the pivoting angle ⁇ and slid on its short side 46a in the longitudinal direction on the holding profile of the short side 45a of the panel 45.
  • the holding profiles of the short narrow sides 45a and 46a of the panels 45 and 46 are telescoped longitudinally while both panels 45 and 46 remain in the laying plane.
  • the panel 45 is in the laying plane and the panel 46 is set at an angle to the panel 45 at its short narrow side 45a and then pivoted into the laying plane.
  • the panel 46 on its long side is not yet locked to the panels 42 and 43 of the first row R1.
  • the panel 46 and the panel 45 must be raised at one end 45a in the above-described inclined position at the pivot angle ⁇ .
  • the hinge projection of the long side 46b of the panel 46 is inserted into the socket recess of the panels 42 and 43 of the first row R1 and the panels 45 and 46 are finally locked together by pivoting into the laying plane V with the panels 42 and 43 of the first row R1.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Forests & Forestry (AREA)
  • Floor Finish (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Connection Of Plates (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (3)

  1. Procédé pour poser et encliqueter des panneaux (40, 41, 42, 43, 44, 45, 46) quadrangulaires en forme de plaque, notamment des panneaux pour le sol comportant des profils de support s'étendant au-dessus de la longueur des tranches sur les tranches longitudinales (45b, 46b) opposées ainsi que sur les tranches transversales (45a, 45c, 46a) opposées, profils de support parmi lesquels les profils de support opposés sont configurés de façon à être sensiblement complémentaires les uns par rapport aux autres, sachant qu'on rattache d'abord entre eux les panneaux (40, 41, 42, 43) d'une première rangée (R1) sur les tranches transversales, soit en assemblant entre eux les profils de support complémentaires d'un panneau posé et d'un nouveau panneau dans le sens de la longueur des tranches transversales, soit en emboîtant d'abord le profil de support d'un nouveau panneau avec le profil de support complémentaire du panneau posé en l'inclinant par rapport au panneau posé et en l'encliquetant ensuite par pivotement avec celui-ci dans le plan du panneau posé, aussi bien perpendiculairement aux tranches emboîtées que perpendiculairement au plan des panneaux posés lorsqu'un nouveau panneau (44) est posé sur la deuxième rangée (R2), le profil de support de sa tranche longitudinale étant d'abord emboîté avec son profil de support en inclinant ce premier par rapport à la tranche longitudinale d'un panneau (40, 41) de la première rangée (R1) et en le pivotant ensuite dans le plan des panneaux posés, caractérisé en ce qu'un nouveau panneau (46) dont la tranche transversale (46a) doit être encliquetée avec la tranche transversale (45a) du panneau (45) posé sur la deuxième rangée et dont la tranche longitudinale (46b) doit être encliquetée avec la tranche longitudinale d'un panneau (42, 43) posé sur la première rangée, doit d'abord être encliqueté avec le panneau (45) de la deuxième rangée (R2) sur sa tranche longitudinale (46a), et le nouveau panneau (46) est ensuite pivoté vers le haut, le long de la tranche longitudinale d'un panneau (42, 43) posé sur la première rangée, en dehors du plan des panneaux posés, le panneau (45) de la deuxième rangée (R2), auparavant encliqueté avec le nouveau panneau (46) sur sa tranche transversale (46a), étant pivoté vers le haut sur cette extrémité, conjointement avec le nouveau panneau (46), jusqu'à être incliné, sachant que l'inclinaison par rapport à la tranche transversale encliquetée du panneau (45) diminue et sachant que le profil de support longitudinal du nouveau panneau (46) est emboîté suivant cette inclinaison avec le profil de support complémentaire du panneau (42, 43) posé sur la première rangée (R1) et, après emboîtement, le nouveau panneau (46) incliné ainsi que le panneau (45) encliqueté sur la deuxième rangée (R2) avec le nouveau panneau (46) sur une tranche transversale (45a) sont pivotés dans le plan des panneaux posés.
  2. Procédé pour poser et encliqueter un nouveau panneau (46) quadrangulaire en forme de plaque dans une deuxième rangée (R2) de panneaux, le nouveau panneau (46) à poser sur la deuxième rangée comportant des profils de support qui mettent le nouveau panneau (46) dans un état dans lequel il peut aussi bien être encliqueté avec les panneaux (42, 43) d'une première rangée (R1) qu'avec un panneau déjà posé de la deuxième rangée (R2), notamment pour les panneaux (40, 41, 42, 43, 44, 45, 46) pour le sol, le nouveau panneau (46) à poser sur la deuxième rangée (R2) étant encliqueté aussi bien avec une tranche longitudinale sur une première rangée (R1) de panneaux (42, 43) qu'avec une tranche transversale sur un panneau (45) déjà posé sur la deuxième rangée (R2), les panneaux comportant des profils de support s'étendant au-dessus de la longueur des tranches sur les tranches longitudinales (45b, 46b) opposées ainsi que sur les tranches transversales (45a, 45c, 46a) opposées, profils de support parmi lesquels les profils de support opposés sont configurés de façon à être essentiellement complémentaires les uns par rapport aux autres, caractérisé en ce que le nouveau panneau (46) à poser sur la deuxième rangée (R2) étant d'abord encliqueté sur une de ses tranches transversales avec un panneau (45) déjà posé sur la deuxième rangée (R2), son extrémité libre (45a) étant pivotée vers le haut, d'un angle de pivotement (α), autour de la tranche longitudinale (45b) encliquetée en dehors du plan de pose et le panneau (45) déjà posé sur la deuxième rangée (R2) étant tordu de telle sorte que la mesure de l'angle de pivotement (α) diminue de l'extrémité libre (45a) vers l'extrémité encliquetée (45c), dans cette position, le nouveau panneau (46) à poser sur la deuxième rangée (R2) est relié à une partie de sa tranche transversale et incliné sur son extrémité libre (45a) par rapport au panneau (45) déjà posé sur la deuxième rangée (R2), puis le nouveau panneau (46) à poser sur la deuxième rangée (R2) est pivoté (A) dans une position de pivotement (46') jusqu'à être lui aussi positionné avec l'angle de pivotement (α) par rapport au plan de pose, le nouveau panneau (46) à poser sur la deuxième rangée (R2) étant déporté hors de la position de pivotement (46') et le profil de support du nouveau panneau (46) à poser sur la deuxième rangée (R2) est inséré dans les profils de support des panneaux (42, 43) de la première rangée (R1), la tranche transversale du nouveau panneau (46) à poser sur la deuxième rangée (R2) étant déportée (B) en même temps complètement sur la tranche transversale (45a) du panneau (45) déjà posé sur la deuxième rangée (R2) et pour finir le panneau (45) déjà posé sur la deuxième rangée (R2) et le nouveau panneau (46) à poser sur la deuxième rangée (R2) sont pivotés (C) ensemble dans le plan de pose et encliquetés avec les panneaux (42, 43) de la première rangée (R1).
  3. Procédé selon la revendication 1 ou 2 pour poser et encliqueter des panneaux (40, 41, 42, 43, 44, 45, 46) quadrangulaires en forme de plaque qui comportent des profils de support (4, 5) complémentaires s'étendant au-dessus de la longueur des tranches (45a, 45c), un profil de support (4) étant doté d'une courbure convexe (7) sous la forme d'une saillie articulée et le profil de support (5) complémentaire étant doté d'une courbure concave (23) sous la forme d'un évidement de poche, chaque saillie articulée d'un nouveau panneau (46) à poser sur la deuxième rangée (R2) étant insérée dans ceux-ci en élargissant faiblement l'évidement de poche d'un panneau (45) déjà posé sur la deuxième rangée (R2) et pour finir, le nouveau panneau (46) à poser sur la deuxième rangée (R2) est encliqueté par pivotement dans le plan du panneau (45) déjà posé sur la deuxième rangée (R2).
EP00922449A 1999-07-02 2000-03-22 Procede pour poser et bloquer des panneaux Expired - Lifetime EP1200690B2 (fr)

Priority Applications (1)

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Applications Claiming Priority (3)

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DE29911462U DE29911462U1 (de) 1999-07-02 1999-07-02 Befestigungssystem für Paneele
DE29911462U 1999-07-02
PCT/DE2000/000870 WO2001002671A1 (fr) 1999-07-02 2000-03-22 Procede pour poser et bloquer des panneaux

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EP1200690B1 EP1200690B1 (fr) 2004-03-03
EP1200690B2 true EP1200690B2 (fr) 2008-11-05

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EP (2) EP1200690B2 (fr)
AT (2) ATE261037T1 (fr)
CA (1) CA2312822C (fr)
DE (3) DE29911462U1 (fr)
ES (1) ES2216881T5 (fr)
PT (1) PT1200690E (fr)
RU (1) RU2223371C2 (fr)
WO (1) WO2001002671A1 (fr)

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ATE261037T1 (de) 2004-03-15
EP1428957A1 (fr) 2004-06-16
ATE416284T1 (de) 2008-12-15
EP1428957B1 (fr) 2008-12-03
RU2223371C2 (ru) 2004-02-10
ES2216881T5 (es) 2009-04-16
ES2216881T3 (es) 2004-11-01
US20050005559A1 (en) 2005-01-13
US8038363B2 (en) 2011-10-18
DE50005535D1 (de) 2004-04-08
PT1200690E (pt) 2004-07-30
EP1200690A1 (fr) 2002-05-02
US7065935B2 (en) 2006-06-27
CA2312822C (fr) 2004-11-02
US20090126308A1 (en) 2009-05-21
US20070011981A1 (en) 2007-01-18
DE50015475D1 (de) 2009-01-15
US7856789B2 (en) 2010-12-28
US6804926B1 (en) 2004-10-19
WO2001002671A1 (fr) 2001-01-11
EP1200690B1 (fr) 2004-03-03
CA2312822A1 (fr) 2001-01-02
DE29911462U1 (de) 1999-11-18

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