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EP1200690B1 - Procede pour poser et bloquer des panneaux - Google Patents

Procede pour poser et bloquer des panneaux Download PDF

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Publication number
EP1200690B1
EP1200690B1 EP00922449A EP00922449A EP1200690B1 EP 1200690 B1 EP1200690 B1 EP 1200690B1 EP 00922449 A EP00922449 A EP 00922449A EP 00922449 A EP00922449 A EP 00922449A EP 1200690 B1 EP1200690 B1 EP 1200690B1
Authority
EP
European Patent Office
Prior art keywords
panel
row
panels
new
blocked
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
EP1200690B2 (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
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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(B1) "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
Publication of EP1200690B1 publication Critical patent/EP1200690B1/fr
Application granted granted Critical
Publication of EP1200690B2 publication Critical patent/EP1200690B2/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B27WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
    • B27FDOVETAILED WORK; TENONS; SLOTTING MACHINES FOR WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES
    • B27F1/00Dovetailed work; Tenons; Making tongues or grooves; Groove- and- tongue jointed work; Finger- joints
    • B27F1/02Making tongues or grooves, of indefinite length
    • B27F1/04Making tongues or grooves, of indefinite length along only one edge of a board
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/04Flooring 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00Joining sheets or plates or panels
    • E04F2201/01Joining sheets, plates or panels with edges in abutting relationship
    • E04F2201/0107Joining 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00Joining sheets or plates or panels
    • E04F2201/01Joining sheets, plates or panels with edges in abutting relationship
    • E04F2201/0107Joining 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
    • E04F2201/0115Joining 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00Joining sheets or plates or panels
    • E04F2201/01Joining sheets, plates or panels with edges in abutting relationship
    • E04F2201/0123Joining sheets, plates or panels with edges in abutting relationship by moving the sheets, plates or panels parallel to the abutting edges
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00Joining sheets or plates or panels
    • E04F2201/01Joining sheets, plates or panels with edges in abutting relationship
    • E04F2201/0138Joining sheets, plates or panels with edges in abutting relationship by moving the sheets, plates or panels perpendicular to the main plane
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00Joining sheets or plates or panels
    • E04F2201/01Joining sheets, plates or panels with edges in abutting relationship
    • E04F2201/0153Joining 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00Joining sheets or plates or panels
    • E04F2201/02Non-undercut connections, e.g. tongue and groove connections
    • E04F2201/023Non-undercut connections, e.g. tongue and groove connections with a continuous tongue or groove
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00Joining sheets or plates or panels
    • E04F2201/07Joining sheets or plates or panels with connections using a special adhesive material
    • YGENERAL 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
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/65Scarf
    • YGENERAL 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
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/65Scarf
    • Y10T403/655Mirror images

Definitions

  • the invention relates to a method for laying and locking of square tabular panels, in particular Floor panels on opposite long narrow sides as well as on opposite short narrow sides over the Have length of the narrow sides extending retaining profiles, from which the opposite holding profiles essentially complementary are formed to each other, with panels first a first row connected to each other on the short narrow sides either by using the complementary holding profiles one installed and one 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 it relative to the installed panel with the complementary holding profile of the installed panel and subsequently by pivoting into the plane of the installed panel with it both in the direction perpendicular to the interlocked Narrow sides as well as in the direction perpendicular to the plane of the installed panels is locked, next a new panel is laid in the second row by the holding profile of its long narrow side first by inclination relative to the long narrow side of a front row panel with its Holding profile merged and then into the plane the installed panels is pivoted and a new panel, its short side with the short
  • the invention also relates to a method for laying a new square panels in a second Row of panels.
  • German utility model G 79 28 703 U1 is a generic Procedure for laying and locking floor panels or panels with positive holding profiles known. This holding profile can be through a Connect the rotating joining movement. Unfortunately, but must be used to lay a second row of panels connected to a first installed row of panels is to be installed, initially complete be pre-assembled.
  • the utility model G 79 28 703 U1 is the technical teaching to infer that first a row of plates is laid out horizontally and then in second Row is started with a second slab, which is at an angle Position in a groove formation of the first row of plates is. The second plate must be held in this inclined position so that a third plate is connected to the second plate can be. The same applies to the following Plates that are connected to each other in the second row have to.
  • EP 0 855 482 A2 Another method of laying and locking panels is known from EP 0 855 482 A2.
  • panels which are to be installed in the second row, also in oblique position attached to the panels of a first row. Adjacent panels of the second row are initially in one small lateral distance from each other with the panels of the locked first row. In this state, the panels are the second row slidable along the first row.
  • Retaining profiles provided on the short narrow sides of the panels are pressed into each other.
  • the disadvantage is that Holding profiles expanded and stretched very much. The holding profiles experience pre-damage during assembly, which affects the durability of the support profiles.
  • For one Multiple laying is suitable according to the teaching of EP 0 855 482 A2 not constructed and laid holding profiles.
  • the invention is therefore based on the object, the known Simplify laying and locking procedures and to improve the durability of the fastening system.
  • the object is achieved in that the new method in the method of the type mentioned Panel along the long narrow side of one in the first Row of installed panels from the level of the installed panels is pivoted upwards, which was previously on the short Narrow side with the new panel locked panel of the second Row at this end together with the new panel into one Inclination is pivoted upwards, the inclination towards the locked short narrow side of the panel decreases, and the long holding profile of the new panel in this inclined position with the complementary holding profile of the in the first row of laid panels and after the new sloping panel as well as the a short narrow side in the second row with the new panel locked panel pivoted into the level of the installed panels become.
  • Another solution is a method of laying a new square, panel-shaped panel in a second row of panels, in which the second Row to be installed new panel holding profiles, which position the new panel, both with panels a first row as well as with an already installed panel second row to be locked, especially for floor panels, the new panel to be installed in the second row both with a long side on a first row of Panels as well as locked with a short side on a panel that is already laid in the second row, whereby the panels on opposite long narrow sides as well opposite short narrow sides over the length of the Have narrow sides extending retaining profiles, of which the opposite holding profiles essentially complementary are trained to each other, and the new one in the second row panel to be installed first on one of its short sides locked with the panel already installed in the second row by placing the free end around the locked long narrow side from the installation level by a swivel angle ⁇ upwards pivoted and twisted the panel already laid in the second row is that the measure of the pivot angle ⁇ from the free End towards the locked end decreases in this position
  • a new Panel can be used with panels of a first row as well also lock with an already installed second row panel. For this it is not necessary to use the short narrow sides two panels lying in one plane with expansion and deformation of the holding profiles to lock.
  • the last panel laid in the second row can be on his free short narrow side can be gripped and can be around the locked long narrow side as swivel axis in an inclined position swivel upwards.
  • the panel is a little over twisted its longitudinal axis. This leads to the free short narrow side of the panel is in an inclined position and the slant to the locked short narrow side of the panel decreases.
  • the slant In the case of stiffer panels, several of the previous ones can cause Continue panels from the second row.
  • the process works particularly well with thin and light perform twistable panels.
  • the one in the installation level not twisted rest of a panel respectively a row of panels, is securely locked. Only with the short one slanted piece of the last panel of the second row can the holding profiles of the long narrow sides during the Laying work disengaged. But you can together with the new one attached to the short narrow side Slightly reassemble the panel.
  • Rectangular tabular ones are particularly flexible and durable Panels that overlap on parallel narrow sides complementary holding profiles extending the length of the narrow sides have, wherein a holding profile as a joint projection with a convex curvature and the complementary holding profile is provided with a concave curvature as a pan recess, whereby each hinge projection of a new panel is less than Widening the pan recess of a laid panel in these inserted and finally the new panel by swiveling is locked in the level of the installed panel.
  • the for Laying and locking necessary deformation of the holding profiles is much lower than with holding profiles that compressed perpendicular to their narrow sides in the installation plane Need to become.
  • the joint projection is advantageous no further from the narrow side than the thickness of the Panel. In this way, another advantage is that the holding profile with very little waste on the narrow side of a panel can be milled.
  • the construction allows an articulated movement of two together connected panels.
  • two can work together connected panels at the connection point upwards be buckled.
  • a panel is on top of one Underground with an elevation so that a narrow side of the panel is pressed onto the surface when loaded and - the opposite narrow side bounces upwards, so one second panel attached to the upward rocking narrow side moved up with. Damage the bending forces that arise the narrow cross-sections of the form-fitting profiles, however Not. Instead, a joint movement takes place.
  • a floor laid with the proposed fastening system shows irregular rough or wavy surfaces adjusted compliance.
  • the fastening system is suitable therefore particularly good for panels for renovation irregular Floors in old buildings.
  • it is also for one Laying panels on a soft intermediate layer is better suitable as the known fastening system.
  • the construction is based on the principle of "adapted deformability" Bill. This principle is based on the knowledge that very stiff and therefore supposedly stable connection points cause high notch stresses and therefore easily fail. Around To avoid this, components should be designed so that they a compliance or "adapted to the intended use Have deformability "and in this way notch stresses can be reduced.
  • the positive locking profiles are designed so that a load on the top of the floor panels in the installed Condition of the top wall of the pan recess one first panel in the hinge projection of the second panel and from the hinge projection of the second panel to the underside Wall of the first panel is transferred.
  • the walls of the pan recess of the first panel are in contact when laid with the top and bottom of the hinge projection of the second panel.
  • the top wall of the pan recess has only in a short area at the free end of the top Wall of the socket recess contact with the joint projection of the second panel.
  • the construction allows under less elastic deformation of the pan recess walls an articulated movement between the panel with the pan recess and the panel with the joint projection.
  • the rigidity of the connection is well adapted to an irregular document, which inevitably leads to a Buckling movement between panels fastened together.
  • the convex curvature of the joint projection and advantageously form the concave curvature of the pan recess essentially each a circular section, with the center of the circle in the installed state the circular sections on the top of the joint projection or below the top of the hinge projection is arranged. In the latter case, the center of the circle lies within the cross section of the joint projection.
  • the concave curvature of the pan recess also offers a sufficiently large undercut for the convex curvature of the joint projection, so that this by in the tensile forces acting on the installation level can hardly be moved apart are.
  • the joint properties of two interconnected panels can be further improved if the one facing the underground Wall of the pan recess of a panel on the inside has an oblique material removal that extends up to extends to the free end of the wall and the wall thickness of this Wall towards the free end is increasingly thinner. It is through the Removal of material when two panels are installed provides freedom of movement created for the common joint. With this The proportion of elastic deformation of the walls will improve the pan recess during the deflection of the installed Panels further reduced upwards.
  • pan recess of a panel for connection to the joint projection of another panel by a resilient deformation of its lower wall is expandable and that the spring elastic occurring during joining Deformation of the bottom wall in the finished joint State of two panels is withdrawn.
  • the Form-fit profiles are therefore only for the joining process and deformed and subject to elastic movement during a joint, if they are not loaded, no elastic Strain.
  • the form-fitting profiles are preferably in one piece on the narrow sides molded on the panels.
  • the panels can be very easily and produce with little waste.
  • the installation method is particularly suitable when the panels essentially from an MDF (Medium Density Fiberboard), HDF (High Density Fiberboard) or a chipboard material. These materials are easy to edit and maintain, for example by machining, a sufficient Surface quality. These materials also exhibit a high dimensional stability of the milled profiles.
  • MDF Medium Density Fiberboard
  • HDF High Density Fiberboard
  • FIG. 1 this is for the procedure for laying and Locking of rectangular panels required fastening system 1 using the example of elongated rectangular panels 2 and 3 explained, a section of which is shown in FIG. 1 is.
  • the fastening system 1 has on the narrow sides of the panels arranged holding profiles, which as complementary Form-fitting profiles 4 and 5 are formed.
  • the opposite Form-fitting profiles of a panel are complementary educated. This way, everyone can already installed panel 2 another panel 3 can be attached.
  • 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-fitting profiles of the embodiment that in the Figures 14, 15 and 16 and in the associated description G 79 28 703 U1 is disclosed.
  • Form-locking profiles are developed in such a way that they are articulated and allow flexible connection of panels.
  • One of the positive locking profiles 4 of the present invention is with a hinge projection 6 protruding from the narrow side Mistake.
  • the underside of the hinge projection 6, which was relocated Condition of the document is facing, for the purpose of hinged connection a cross section with a convex curvature 7 on.
  • the convex curvature 7 is in the complementary Positive locking profile 5 rotatably.
  • the convex curvature 7 is circular educated.
  • the one arranged below the joint projection 6 Part 8 of the narrow side of the panel 3, which was installed in the The condition of the document is facing the free one End of the hinge projection 6 further back than that above the Joint projection 6 arranged part 9 of the narrow side.
  • the embodiment shown occurs below the joint projection 6 arranged part 8 of the narrow side about twice as much far from the free end of the hinge projection 6 as the Part 9 of the narrow side arranged above the joint projection 6. This is because the circular section of the convex curvature 7 is relatively wide. This is the most protruding point of the convex curvature 7 of the joint projection 6 arranged so that it is approximately below the Upper edge 10 of the panel 3 is located.
  • part 9 which is arranged above the joint projection 6 Narrow side occurs at the top of the panel 3 from the Narrow side emerges and forms a joint joint surface 9a. Between this joint joint surface 9a and the joint projection 6 of the panel 3, part 9 of the narrow side is reset. This ensures that part 9 of the narrow side is always a closed one joint on the top with the complementary narrow side of a forms further panels 2.
  • the opposite of the convex curvature 7 of the joint projection 6 Top of the hinge projection 6 has a short straight section 11, which also in the installed state is arranged parallel to the underground U. From this short Section 11 toward the free end faces the top of the hinge projection 6 an inclined material removal 12, the extends to the free end of the joint projection 6.
  • the form-fitting profile complementary to the form-fitting profile 4 discussed 5 of a narrow side has a pan recess 20 on. This is essentially laid from a lower one Condition of the underground U facing wall 21 and an upper one Wall 22 limited. On the inside of the pan recess 20, the lower wall 21 is provided with a concave curvature 23. This has the function of a bearing shell.
  • the concave Curvature 23 is also designed in the form of a circular segment. So that the relatively wide concave curvature 23 on the lower wall 21 of the pan recess 20, the bottom wall is 21 further from the narrow side of the panel 2 than the upper one Wall 22.
  • the concave curvature 23 forms at the free end the lower wall 21 an undercut.
  • the inside of the top wall 22 of the pan recess 20 of the Panel 2 is in the installed state according to the embodiment arranged parallel to the underground U.
  • the hinge projection 6 of the panel 3 and the socket recess 20 of the panel 2 form, as can be seen in FIG. 2, a common one Joint G.
  • the material removal discussed above 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 pan recess 20 of the panel 2 create in the installed state of the panels 2 and 3 freedom of movement 13 and 25, respectively, that the joint G allow rotation within a small angular range.
  • the short straight section 11 is the Top of the hinge projection 6 of the panel 3 with the inside the top wall 22 of the pan recess 20 of the panel 2 in contact.
  • the side joint joint surfaces 9a facing the upper side and 26 of two connected panels 2 and 3 are always unique to each other.
  • the form-fitting profiles therefore designed so that the joint faces 9a and 26 always lie exactly against each other and joint projection 6 / recess 20 not moved far enough into each other for an exact system can be.
  • the manufacturing tolerances are of the order of magnitude of hundredths of a millimeter nestle also joint projection 6 / recess 20 almost exactly to each other on.
  • Panels 2 and 3 with the complementary positive locking profiles described 4 and 5 can be combined in different ways Fasten.
  • 3 is a panel 2 with a Pan recess 20 already moved while a second panel 3 with a complementary joint projection 6 in the direction of the arrow P sloping into the pan recess 20 of the first Panel 2 is inserted. Then the second panel 3 around the common circle center K of the circular sections of the convex curvature 7 of the joint projection 6 and the concave curvature 23 of the pan recess 20 rotated until the second panel 3 rests on the underground U.
  • FIG. 4 Another type of joining of the panels 2 and 3 discussed is in Fig. 4 shown, after which the first panel 2 with a pan recess 20 is laid and a second panel 3 with a Joint projection 6 in the installation plane and perpendicular to the Form-fitting profiles 4 and 5 are moved in the direction of arrow P, until the walls 21 and 22 of the pan recess 20 a little expand elastically and the convex curvature 7 of the joint projection 6 the undercut at the front end of the concave Curvature 23 has overcome the lower wall and the final Installation position is reached.
  • Panels 2 and 3 are on an irregular surface U.
  • the first panel 2 with the form-fitting profile 5 is on it Top has been charged. This is the narrow side of the panel 2 has been raised with the positive locking profile 5. That with the positive locking profile 5 connected positive locking profile 4 of the panel 3 has also been raised.
  • Through the joint G results there is a kink between the two panels 2 and 3.
  • the freedom of movement 13 and 25 create space for the rotary movement of the joint.
  • the joint G formed from both panels 2 and 3 has been moved up a bit from the installation level.
  • the freedom of movement 13 is fully utilized for the rotation so that the top of the hinge projection 6 of the panel 3 in the area of material removal 12 on the inside the wall 22 of the panel 2 rests.
  • the liaison office is flexible in itself and forces the positive locking profiles involved 4 and 4 no unnecessary and material tiring Bending load on.
  • FIG. 6 shows an articulated movement of two installed panels 2 and 3 shown in the opposite direction of rotation.
  • the on panels 2 and 3 laid on an irregular underground are buckled down.
  • the construction is designed that if the connection point bends out of the Laying level towards the underground U is a much stronger elastic Deformation of the lower wall 21 of the pan recess 20 occurs than when bending from the installation level above.
  • the point of this measure is that the panels 2 and 3 buckled downwards after relief do not return to the installation level due to their own weight can.
  • the form-fitting profiles 4 and 5 described are present molded in one piece on the narrow sides of panels 2 and 3. This is preferably done by a so-called formatting process, in which the positive locking profiles 4 and 5 with several milling tools connected in series Mill the shape of the narrow sides of panels 2 and 3.
  • the panels 2 and 3 of the described embodiment essentially exist from an MDF board with a thickness of 8 mm.
  • the MDF board is wear-resistant and decorative on the top coated.
  • At the bottom is a so-called counter-pull layer attached that the from the top coating caused residual stresses.
  • FIG. 7 shows two panels 2 and 3 in the installed state, a fastening system 1 with a soft elastic curing filler 30 is used.
  • the filler 30 is form-fitting between all adjacent parts connected narrow sides provided. Especially the top one Groove 31 is closed with the filler, so none Moisture and no dirt can penetrate. It also causes the one in the bent state of two panels 2 and 3 deformed filler 30 due to its elasticity a provision panels 2 and 3 in the installation level.
  • FIG. 8 is a perspective view of the laying to see a floor in which the inventive method is used for laying and locking panels.
  • the details of the holding profiles are been left out. But these correspond to the Form-locking profiles of Figures 1 to 7 and have profiled Joint projections and complementary socket recesses on, which extend over the entire length of the narrow sides.
  • first laid row R1 with rectangular tabular Panels 40, 41, 42 and 43 can be seen.
  • the panels 40, 41, 42 and 43 of the first row R1 are preferably laid in such a way that pan recesses are always installed on the free sides of a Panels lie and new panels with the joint projections to the pan recesses of the installed panels be added.
  • Panels 40, 41, 42 and 43 of the first row R1 are on yours short sides have been locked together. This can either on the installation level by pushing each other in Longitudinal direction of the holding profiles of the short narrow sides happen or alternatively by merging the retaining profiles under Inclination of a new panel relative to an installed one Panel and subsequent swiveling of the new panel into the Laying plane.
  • the laying level is shown in FIGS. 8 and 9 the dashed line V indicated. In both cases they are Holding profiles locked together without any significant deformation Service.
  • the panels are in the perpendicular to the installation plane Locked direction. They are also in the direction locked perpendicular to the plane of the narrow sides.
  • the panels 44, 45 and are located in a second row R2 46.
  • the panel 44 is through with its long side Inserting its hinge projection relative to the slant to the panels of the first row R1 and subsequent swiveling of the panel 44 has been locked in the installation plane.
  • the free end 45a is locked around the long Narrow side 45b from the installation plane by a swivel angle ⁇ pivoted upwards.
  • the panel 45 twists in such a way that the measure of the pivot angle ⁇ from the free end 45a to that locked end 45c decreases. 8 remains locked End 45c in the installation level.
  • the new panel 46 will be inclined relative to the panel 45 attached to the free end 45a.
  • the panel 46 cannot initially along the entire length of the short side be applied because the panel 45 is already with the panels 41 and 42 of the first row is locked. Now the panel 46 pivoted in the direction of arrow A until it is as indicated by the dashed pivot position 46 'also at the pivot angle ⁇ is positioned to the installation level.
  • the alternative of the laying method according to FIG. 9 shows examples for laying panels that are not the subject of claims are.
  • the procedure also provides that the free end 45a around the locked long narrow side 45b from the Laying level swiveled upwards by a swivel angle ⁇ with the panel 45 twisted and at the free end 45a is inclined by a swivel angle ⁇ to the installation plane.
  • the locked end 45c again remains in the installation plane lie.
  • the panel 46 is now also inclined at the swivel angle ⁇ to the installation plane and on its short side 46a in the longitudinal direction on the holding profile the short side 45a of the panel 45 is pushed on.
  • the holding profiles are the short ones Narrow sides 45a and 46a of the panels 45 and 46 in the longitudinal direction pushed into each other, while both panels 45 and 46 in the Lay the laying level.
  • Another alternative lies the panel 45 in the installation plane and becomes the panel 46 inclined to panel 45 on its short narrow side 45a and then pivoted into the installation level.
  • the panel 46 on its long side not yet with panels 42 and 43 the first row R1 locked is the panel 46 on its long side not yet with panels 42 and 43 the first row R1 locked.
  • the panel 46 and panel 45 at one end 45a into that described above Inclination can be raised under the swivel angle ⁇ .
  • the hinge projection of the long side 46b of the panel 46 in the pan recess of the panels 42 and 43 of the first row R1 inserted and the panels 45 and 46 finally through together Swivel into the installation level V with the panels 42 and 43 of the first row R1 locked.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Wood Science & Technology (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 emboítant 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 emboítées 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 emboíté 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, et sachant 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), caractérisé en ce que 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 emboíté suivant cette inclinaison avec le profil de support complémentaire du panneau (42, 43) posé sur la première rangée (R1) et, après emboítement, 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 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, et 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)

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

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EP (2) EP1200690B2 (fr)
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CA (1) CA2312822C (fr)
DE (3) DE29911462U1 (fr)
ES (1) ES2216881T5 (fr)
PT (1) PT1200690E (fr)
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US7617651B2 (en) 2002-11-12 2009-11-17 Kronotec Ag Floor panel
US8257791B2 (en) 2002-11-12 2012-09-04 Kronotec Ag Process of manufacturing a wood fiberboard, in particular floor panels
US7641963B2 (en) 2002-11-12 2010-01-05 Kronotec Ag Panel and process for producing a panel
US7484337B2 (en) 2002-11-15 2009-02-03 Kronotec. Ag Floor panel and method of laying a floor panel
US9169658B2 (en) 2002-11-15 2015-10-27 Kronotec Ag Floor panel and method of laying a floor panel
US7651751B2 (en) 2003-02-14 2010-01-26 Kronotec Ag Building board
US7678425B2 (en) 2003-03-06 2010-03-16 Flooring Technologies Ltd. Process for finishing a wooden board and wooden board produced by the process
US7790293B2 (en) 2003-03-06 2010-09-07 Flooring Technologies Ltd. Process for finishing a wooden board and wooden board produced by the process
US8016969B2 (en) 2003-03-06 2011-09-13 Flooring Technologies Ltd. Process for finishing a wooden board and wooden board produced by the process
US7908816B2 (en) 2003-03-24 2011-03-22 Kronotec Ag Device for connecting building boards, especially floor panels
US8003168B2 (en) 2003-09-06 2011-08-23 Kronotec Ag Method for sealing a building panel
US8176698B2 (en) 2003-10-11 2012-05-15 Kronotec Ag Panel
US7506481B2 (en) 2003-12-17 2009-03-24 Kronotec Ag Building board for use in subfloors
US7562431B2 (en) 2004-01-30 2009-07-21 Flooring Technologies Ltd. Method for bringing in a strip forming a spring of a board
US7550202B2 (en) 2004-03-11 2009-06-23 Kronotec Ag Insulation board made of a mixture of wood base material and binding fibers
US7816001B2 (en) 2004-03-11 2010-10-19 Kronotec Ag Insulation board made of a mixture of wood base material and binding fibers
US7854986B2 (en) 2005-09-08 2010-12-21 Flooring Technologies Ltd. Building board and method for production
US8475871B2 (en) 2005-09-08 2013-07-02 Flooring Technologies Ltd. Building board and method for production
US7827749B2 (en) 2005-12-29 2010-11-09 Flooring Technologies Ltd. Panel and method of manufacture
US7621092B2 (en) 2006-02-10 2009-11-24 Flooring Technologies Ltd. Device and method for locking two building boards
US9206611B2 (en) 2010-01-14 2015-12-08 Spanolux N.V.—Div. Balterio Floor panel assembly and floor panel for use therein
US8997430B1 (en) 2010-04-15 2015-04-07 Spanolux N.V.-Div. Balterio Floor panel assembly
US9003735B2 (en) 2010-04-15 2015-04-14 Spanolux N.V.—Div. Balterio Floor panel assembly
US9476208B2 (en) 2010-04-15 2016-10-25 Spanolux N.V.—Div. Balterio Floor panel assembly
CN108193855A (zh) * 2017-09-15 2018-06-22 佛山市赛格卫浴有限公司 一种新型卫浴底板

Also Published As

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US20050005559A1 (en) 2005-01-13
US7065935B2 (en) 2006-06-27
ATE261037T1 (de) 2004-03-15
CA2312822A1 (fr) 2001-01-02
DE50005535D1 (de) 2004-04-08
US6804926B1 (en) 2004-10-19
US20070011981A1 (en) 2007-01-18
WO2001002671A1 (fr) 2001-01-11
US7856789B2 (en) 2010-12-28
US8038363B2 (en) 2011-10-18
EP1428957B1 (fr) 2008-12-03
DE29911462U1 (de) 1999-11-18
EP1428957A1 (fr) 2004-06-16
ES2216881T5 (es) 2009-04-16
RU2223371C2 (ru) 2004-02-10
EP1200690A1 (fr) 2002-05-02
DE50015475D1 (de) 2009-01-15
PT1200690E (pt) 2004-07-30
US20090126308A1 (en) 2009-05-21
CA2312822C (fr) 2004-11-02
ATE416284T1 (de) 2008-12-15
ES2216881T3 (es) 2004-11-01
EP1200690B2 (fr) 2008-11-05

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