EP1428957B1 - Method for placing and blocking panels - Google Patents
Method for placing and blocking panels Download PDFInfo
- Publication number
- EP1428957B1 EP1428957B1 EP04004655A EP04004655A EP1428957B1 EP 1428957 B1 EP1428957 B1 EP 1428957B1 EP 04004655 A EP04004655 A EP 04004655A EP 04004655 A EP04004655 A EP 04004655A EP 1428957 B1 EP1428957 B1 EP 1428957B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- panel
- row
- panels
- new
- laying
- 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
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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 panels, in particular via a fastening system provided on the narrow sides of the panels form-fitting retaining profiles which extend over the length of the narrow sides and are provided with hinge projections or complementary Pfannenaussparitch.
- Another method for laying and locking of panels is from the 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.
- the object is achieved with a method for laying and locking a new square tabular panel in a second row of panels, wherein the second row to be laid new panel holding profiles, which enable the new panel in the state, both with Pa neelen a first row as well as being locked to an already installed second row panel, in particular for floor panels, the new second row panel having both a long side on a first row of panels and a short side on a panel is locked, which is already laid in the second row, wherein the panels on opposite long narrow sides and on opposite short narrow sides over the length of the narrow sides extending holding profiles, of which the opposite holding profiles are formed substantially complementary to each other, and wherein the new in second row to be laid panel is first locked at one of its short side, namely tilted to the already lying in the second row in the laying plane panel and pivoted in the laying plane and then both panels, namely already in the second row in the laying plane lying panel and the new panel to be laid in the second row are pivoted about the locked long narrow side of the
- Panels are mounted 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 panel laid in the second row can be gripped 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 an in 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, which extends to the free end of the hinge projection, and wherein the thickness of the hinge projection by the material removal for free end is increasingly reduced, and by the removal of material a freedom of movement for the common joint is created.
- 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 ground with a survey, so that a narrow side of the panel is pressed under load on the ground and the opposite narrow side rocks upwards, so attached to the upwardly rocking narrow side second panel is moved up with.
- the bending forces acting do not damage the narrow cross sections of the form-locking profiles. Instead, a joint movement takes place.
- a laid with the proposed fastening system floor has adapted to irregular rough or undulating surfaces compliance.
- the fastening system is therefore particularly well suited for panels for renovating irregular floors in old buildings. Of course, 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 reduce stress concentrations.
- the positive locking profiles are designed so that a load on the top of the floor panels in the installed state of the top wall of the socket recess of a first panel is transferred into the hinge projection of the second panel and from the hinge projection of the second panel in the lower side 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. In this way, 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. In this way, the rigidity of the connection is well adapted to an irregular pad, 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 is widened and that occurring during the joining resilient deformation of the lower wall in the finished connected state of two panels is withdrawn.
- the positive locking profiles are characterized elastically deformed and subject only to the joining process and during a joint movement, 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-fitting 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 are developed such that they allow an articulated and resilient connection of panels.
- One of the positive locking profiles 4 is provided with a protruding 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 projecting point of the convex curvature 7 of the hinge projection 6 is arranged so that it is located approximately below the upper edge 10 of the panel 3.
- the above the hinge projection 6 arranged part 9 of the narrow side occurs at the top of the panel 3 of 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 is located on the concave curvature 23 of the lower wall 21 of Pans recess 20 of the panel 2 on.
- 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 one another 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 socket recess 20 and a second panel 3 is moved with a hinge projection 6 in the laying plane and perpendicular to the positive-fit profiles 4 and 5 in the direction of arrow P, until the walls 21 and 22 of the socket recess 20 widen a little elastically 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 laying position is reached.
- the latter type of joining is preferably used for the short narrow sides of a panel when they are provided with the same complementary form-fitting 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 compliant and does not impose any unnecessary and material-fatigue bending load on the positive-fit 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. At your bottom is a so-called counteracting layer attached, which compensates for the residual stresses caused by the top coating.
- 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 Figure 3 is a perspective view of the laying of a floor to which a method of laying and locking panels 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 with the hinge projections are added to 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 while tilting a new panel relative to a laid panel and subsequently pivoting 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 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 on the full length of the short Side are set 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 the 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 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 hinge projection of the long side 46b of the panel 46 is immediately inserted into the socket recess of the panels 42 and 43 of the first row R1.
- the panels 45 and 46 are pivoted together in the laying plane and locked with the panels of the first row R1.
- 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)
Abstract
Description
Die Erfindung betrifft ein Verfahren zur Verlegung und Verriegelung von Paneelen, insbesondere über ein Befestigungssystem aus an den Schmalseiten der Paneele vorgesehenen formschlüssigen Halteprofilen, die sich über die Länge der Schmalseiten erstrecken und mit Gelenkvorsprüngen beziehungsweise komplementären Pfannenaussparungen versehen sind.The invention relates to a method for laying and locking of panels, in particular via a fastening system provided on the narrow sides of the panels form-fitting retaining profiles which extend over the length of the narrow sides and are provided with hinge projections or complementary Pfannenaussparungen.
Aus dem deutschen Gebrauchsmuster G 79 28 703 U1 ist ein gattungsgemäßes Verfahren zur Verlegung und Verriegelung von Fußbodenpaneelen beziehungsweise Platten mit formschlüssigen Halteprofilen bekannt. Dieses Halteprofile lassen sich durch eine drehende Fügebewegung miteinander verbinden. Nachteiligerweise muss aber zur Verlegung einer zweiten Plattenreihe, die an eine verlegte erste Plattenreihe anzubringen ist, zunächst komplett vormontiert werden. Dem Gebrauchsmuster G 79 28 703 U1 ist die technische Lehre zu entnehmen, dass zunächst eine erste Reihe von Platten horizontal bereitgelegt wird und dann in zweiter Reihe mit einer zweiten Platte begonnen wird, die in schräger Position in eine Nutenausbildung der ersten Plattenreihe einzuschieben ist. Die zweite Platte muss in dieser Schräglage gehalten werden, damit eine dritte Platte an der zweiten Platte angeschlossen werden kann. Das gleiche gilt für die folgenden Platten, die in zweiter Reihe aneinander angeschlossen werden müssen. Erst, wenn alle Platten der zweiten Plattenreihe in Schrägstellung vormontiert worden sind, kann die komplette zweite Plattenreihe in die horizontale Lage geschwenkt werden, wobei sie sich mit der ersten Plattenreihe verriegelt. Ungünstig ist bei dem für diese Plattenkonstruktion erforderlichen Verlegeverfahren, dass mehrere Personen benötigt werden, um alle Platten einer zweiten Plattenreihe zur Vormontage in einer schrägen Position zu halten und die zweite Plattenreihe dann gemeinsam in die Verlegeebene abzusenken.From the German Utility Model G 79 28 703 U1 a generic method for laying and locking of floor panels or plates with positive retaining profiles is known. This holding profiles can be connected by a rotating joining movement. Disadvantageously, 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. The same applies to the following plates, which must be connected in the second row to each other. Only when all plates of the second row of plates have been preassembled in an inclined position, the complete second plate row are pivoted to the horizontal position, wherein it locks with the first plate row. Unfavorable in the laying process required for this plate construction is that several people are needed to hold all the plates of a second plate row for pre-assembly in an oblique position and then lower the second plate row together in the laying plane.
Ein anderes Verfahren zur Verlegung und Verriegelung von Paneelen ist aus der
Der Erfindung liegt daher die Aufgabe zugrunde, das bekannte Verfahren zur Verlegung und Verriegelung zu vereinfachen und die Haltbarkeit des Befestigungsystems zu verbessern.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.
Erfindungsgemäß wird die Aufgabe gelöst mit einem Verfahren zur Verlegung und Verriegelung eines neuen viereckigen tafelförmigen Paneels in einer zweiten Reihe von Paneelen, wobei das in zweiter Reihe zu verlegende neue Paneel Halteprofile aufweist, welche das neue Paneel in den Stand versetzen, sowohl mit Pa-neelen einer ersten Reihe als auch mit einem bereits verlegten Paneel der zweiten Reihe verriegelt zu werden, insbesondere für Fußbodenpaneele, wobei das neue in zweiter Reihe zu verlegende Paneel sowohl mit einer langen Seite an einer ersten Reihe von Paneelen als auch mit einer kurzen Seite an einem Paneel verriegelt wird, das bereits in zweiter Reihe verlegt ist, wobei die Paneele an gegenüberliegenden langen Schmalseiten sowie an gegenüberliegenden kurzen Schmalseiten sich über die Länge der Schmalseiten erstreckende Halteprofile aufweisen, von denen die gegenüberliegenden Halteprofile im wesentlichen komplementär zueinander ausgebildet sind, und wobei das neue in zweiter Reihe zu verlegende Paneel zuerst an einer seiner kurzen Seite verriegelt wird, nämlich unter Schrägstellung zu dem bereits in zweiter Reihe in der Verlegeebene liegenden Paneel angesetzt und in die Verlegeebene geschwenkt wird und danach beide Paneele, nämlich das bereits in zweiter Reihe in der Verlegeebene liegende Paneel und das neue in zweiter Reihe zu verlegende Paneel um die verriegelte lange Schmalseite aus der Verlegeebene um einen Schwenkwinkel nach oben geschwenkt werden, wobei das bereits in zweiter Reihe verlegte Paneel derart verformt wird, dass das Maß des Schwenkwinkels von dem freien Ende zu dem verriegelten Ende hin abnimmt, und das in zweiter Reihe zu verlegende Paneel eine Schwenkposition mit dem Schwenkwinkel relativ zu der ersten Reihe von Paneelen einnimmt, wobei das neue in zweiter Reihe zu verlegende Paneel aus dieser Schwenkposition verschoben und das Halteprofil des neuen in zweiter Reihe zu verlegenden Paneels in die Halteprofile der Paneele der ersten Reihe eingefügt wird, wobei die kurze Schmalseite des neuen in zweiter Reihe zu verlegenden Paneels gleichzeitig ganz auf die kurze Schmalseite des bereits in zweiter Reihe verlegten Paneels aufgeschoben wird und schließlich das bereits in zweiter Reihe verlegte Paneel und das neue in zweiter Reihe zu verlegende Paneel gemeinsam in die Verlegeebene geschwenkt und mit den Paneelen der ersten Reihe verriegelt werden.According to the invention the object is achieved with a method for laying and locking a new square tabular panel in a second row of panels, wherein the second row to be laid new panel holding profiles, which enable the new panel in the state, both with Pa neelen a first row as well as being locked to an already installed second row panel, in particular for floor panels, the new second row panel having both a long side on a first row of panels and a short side on a panel is locked, which is already laid in the second row, wherein the panels on opposite long narrow sides and on opposite short narrow sides over the length of the narrow sides extending holding profiles, of which the opposite holding profiles are formed substantially complementary to each other, and wherein the new in second row to be laid panel is first locked at one of its short side, namely tilted to the already lying in the second row in the laying plane panel and pivoted in the laying plane and then both panels, namely already in the second row in the laying plane lying panel and the new panel to be laid in the second row are pivoted about the locked long narrow side of the laying plane by a pivoting angle upwards, wherein the already second row laid panel is deformed such that the degree of pivoting angle from the free end to the latched end decreases, and the second-to-be-laid panel occupies a pivotal position with the pivoting angle relative to the first row of panels, the new second-row panel displaced from this pivotal position and laying the support profile of the new second row Paneels is inserted into the holding profiles of the panels of the first row, the short narrow side of the new second row to be laid panel is pushed all the way to the short narrow side of the already laid in the second row panel and finally the already laid in the second row panel and the new ones to be installed in second row Panels are pivoted together in the laying plane and locked with the panels of the first row.
Nach dem neuen Verfahren können in zweiter Reihe zu verlegende Paneele von einer einzigen Person angebracht werden. Ein neues Paneel lässt sich sowohl mit Paneelen einer ersten Reihe als auch mit einem bereits verlegten Paneel der zweiten Reihe verriegeln. Hierfür ist es nicht notwendig, die kurzen Schmalseiten zweier in einer Ebene liegender Paneele unter Aufweitung und Verformung der Halteprofile zu verriegeln.According to the new procedure can be placed in second row Panels are mounted 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.
Das letzte in zweiter Reihe verlegte Paneel kann an seiner freien kurzen Schmalseite gegriffen werden und lässt sich um die verriegelte lange Schmalseite als Schwenkachse in eine Schräglage nach oben schwenken. Dabei wird das Paneel einwenig um seine Längsachse tordiert. Dies führt dazu, dass sich die freie kurze Schmalseite des Paneels in einer Schräglage befindet und die Schräglage zu der verriegelten kurze Schmalseite des Paneels hin abnimmt. Je nach der Steifigkeit der Paneele kann sich eine mehr oder weniger starke Torsion und damit eine mehr oder weniger abnehmende Schrägstellung ergeben. Die Schrägstellung kann sich bei steiferen Paneelen durch mehrere der vorherigen Paneele der zweiten Reihe fortsetzen.The last panel laid in the second row can be gripped 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. Depending on the rigidity of the panels may result in a more or less strong torsion and thus a more or less decreasing skew. The skewing can continue with stiffer panels through several of the previous panels of the second row.
Bei der Verlegung ist es natürlich nicht erforderlich, dass die erste Reihe komplett verlegt sein muss, bevor mit der Verlegung der zweiten Reihe begonnen wird. Es ist bei der Verlegung lediglich darauf zu achten, dass die Anzahl der Elemente der ersten Reihe größer ist als in der zweiten Reihe und so weiter.Of course, when laying it, it is not necessary for the first row to be completely laid before starting to move the second row. Just make sure that the number of elements in the first row is greater than in the second row, and so on.
Das Verfahren lässt sich besonders gut mit dünnen und leicht tordierbaren Paneelen durchführen. Die Schrägstellung eines in zweiter Reihe angeordneten dünnen Paneels nimmt durch starke Torsion auf sehr kurzer Distanz ab. Der in der Verlegeebene befindliche nicht tordierte Rest eines Paneels beziehungsweise einer Paneelreihe, ist sicher verriegelt. Nur bei dem kurzen schräggestellten Stück des letzten Paneels der zweiten Reihe können die Halteprofile der langen Schmalseiten während der Verlegearbeiten außer Eingriff geraten. Sie lassen sich aber gemeinsam mit dem an der kurzen Schmalseite angefügten neuen Paneel leicht wieder ineinanderfügen.The process can be carried out particularly well with thin and easily twistable panels. The inclination of an in 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.
Besonders gelenkig und haltbar sind rechteckige tafelförmige Paneele, die an zueinander parallelen Schmalseiten sich über die Länge der Schmalseiten erstreckende komplementäre Halteprofile aufweisen, wobei ein Halteprofil als Gelenkvorsprung mit einer konvexen Wölbung und das komplementäre Halteprofil als Pfannenaussparung mit einer konkaven Wölbung versehen ist, wobei jeder Gelenkvorsprung eines neuen Paneels unter geringer Aufweitung der Pfannenaussparung eines verlegten Paneels in diese eingefügt und das neue Paneel schließlich durch Schwenken in die Ebene des verlegten Paneels verriegelt wird. Die zur Verlegung und Verriegelung notwenige Verformung der Halteprofile ist wesentlich geringer als bei Halteprofilen, die senkrecht zu ihren Schmalseiten in der Verlegeebene zusammengedrückt werden müssen. Vorteilhaft steht der Gelenkvorsprung nicht weiter von der Schmalseite hervor, als das Dickenmaß des Paneels. Auf diese Weise besteht ein weiterer Vorteil darin, dass das Halteprofil mit sehr wenig Verschnitt an der Schmalseite eines Paneels angefräst werden kann.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. Advantageously, 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.
Die auch als Formschlußprofile zu bezeichneten Halteprofile der langen Schmalseiten zweier Paneele bilden im verlegten Zustand zweier Paneele ein gemeinsames Gelenk, wobei die dem Untergrund abgewandte Oberseite des Gelenkvorsprungs eines Paneels vorzugsweise eine schräge Materialabtragung aufweist, die sich bis zum freien Ende des Gelenkvorsprungs erstreckt, und wobei die Dicke des Gelenkvorsprungs durch die Materialabtragung zum freien Ende hin zunehmend verringert ist, und durch die Materialabtragung ein Bewegungsfreiraum für das gemeinsame Gelenk geschaffen ist.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, which extends to the free end of the hinge projection, and wherein the thickness of the hinge projection by the material removal for free end is increasingly reduced, and by the removal of material a freedom of movement for the common joint is created.
Die Konstruktion gestattet eine gelenkige Bewegung zweier miteinander verbundener Paneele. Insbesondere können zwei miteinander verbundene Paneele an der Verbindungsstelle nach oben durchgeknickt werden. Liegt beispielsweise ein Paneel auf einem Untergrund mit einer Erhebung, so dass eine Schmalseite des Paneels bei Belastung auf den Untergrund gedrückt wird und sich die gegenüberliegende Schmalseite aufwärts wippt, so wird ein an der aufwärts wippenden Schmalseite befestigtes zweites Paneel mit nach oben bewegt. Die dabei wirkenden Biegekräfte schädigen die schmalen Querschnitte der Formschlußprofile jedoch nicht. Statt dessen findet eine Gelenkbewegung statt.The construction allows articulated movement of two interconnected panels. In particular, two interconnected panels can be bent upwards at the connection point. For example, if a panel on a ground with a survey, so that a narrow side of the panel is pressed under load on the ground and the opposite narrow side rocks upwards, so attached to the upwardly rocking narrow side second panel is moved up with. However, the bending forces acting do not damage the narrow cross sections of the form-locking profiles. Instead, a joint movement takes place.
Ein mit dem vorgeschlagenen Befestigungssystem verlegter Fußboden weist eine an unregelmäßige raue oder gewellte Untergründe angepasste Nachgiebigkeit auf. Das Befestigungssystem eignet sich daher besonders gut für Paneele zur Renovierung unregelmäßiger Fußböden in Altbauten. Selbstverständlich ist es auch für eine Verlegung von Paneelen auf einer weichen Zwischenlage besser geeignet als das bekannte Befestigungssystem.A laid with the proposed fastening system floor has adapted to irregular rough or undulating surfaces compliance. The fastening system is therefore particularly well suited for panels for renovating irregular floors in old buildings. Of course, it is also better suited for laying panels on a soft intermediate layer than the known fastening system.
Die Konstruktion trägt dem Prinzip der "angepassten Verformbarkeit" Rechnung. Dieses Prinzip beruht auf der Erkenntnis, dass sehr steife und dadurch vermeintlich stabile Verbindungsstellen hohe Kerbspannungen verursachen und dadurch leicht versagen. Um dies zu vermeiden, sollen Bauteile so gestaltet sein, dass sie eine auf den Einsatzzweck abgestimmte Nachgiebigkeit oder "angepasste Verformbarkeit" aufweisen und auf diese Weise Kerbspannungen vermindert werden.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 reduce stress concentrations.
Darüber hinaus sind die Formschlußprofile so ausgelegt, dass eine Belastung der Oberseite der Fußbodenpaneele im verlegten Zustand von der oberseitigen Wand der Pfannenaussparung eines ersten Paneels in den Gelenkvorsprung des zweiten Paneels und von dem Gelenkvorsprung des zweiten Paneels in die unterseitige Wand des ersten Paneels übertragen wird. Die Wände der Pfannenaussparung des ersten Paneels haben in verlegtem Zustand Kontakt mit der Ober- und Unterseite des Gelenkvorsprungs des zweiten Paneels. Die obere Wand der Pfannenaussparung hat jedoch nur in einem kurzen Bereich an dem freien Ende der oberen Wand der Pfannenaussparung Kontakt mit dem Gelenkvorsprung des zweiten Paneels. Auf diese Weise gestattet die Konstruktion unter geringer elastischer Verformung der Wände der Pfannenaussparung eine Gelenkbewegung zwischen dem Paneel mit der Pfannenaussparung und dem Paneel mit dem Gelenkvorsprung. Auf diese Weise ist die Steifigkeit der Verbindung bestens angepasst an eine unregelmäßige Unterlage, welche zwangsläufig zu einer Knickbewegung zwischen aneinander befestigten Paneelen führt.In addition, the positive locking profiles are designed so that a load on the top of the floor panels in the installed state of the top wall of the socket recess of a first panel is transferred into the hinge projection of the second panel and from the hinge projection of the second panel in the lower side 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. However, 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. In this way, 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. In this way, the rigidity of the connection is well adapted to an irregular pad, which inevitably leads to a bending movement between panels attached to each other.
Ein weiterer Vorteil wird darin gesehen, dass sich das erfindungsgemäßen Verlege- und Verriegelungsverfahren besser für eine mehrfache Verlegung eignet als die bekannten Verfahren, weil die Paneele wiederholter Verlegung und nach langem Gebrauch auf einem unregelmäßigen Untergrund keine Vorschädigung der Formschlußprofile aufweisen. Die Formschlußprofile sind formstabil und haltbar. Sie können wesentlich länger benutzt und während ihres Lebenszyklus häufiger wiederverlegt werden.Another advantage is seen in the fact that 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.
Vorteilhaft bilden die konvexe Wölbung des Gelenkvorsprungs und die konkave Wölbung der Pfannenaussparung im wesentlichen je einen Kreisabschnitt, wobei im verlegten Zustand der Kreismittelpunkt der Kreisabschnitte auf der Oberseite des Gelenkvorsprungs oder unterhalb der Oberseite des Gelenkvorsprungs angeordnet ist. Im letzteren Fall liegt der Kreismittelpunkt innerhalb des Querschnitts des Gelenkvorsprungs.Advantageously, 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.
Durch diese einfache Konstruktion ergibt sich ein Gelenk, dessen konvexe Wölbung des Gelenkvorsprungs ähnlich einer Gelenkkugel und die konkave Wölbung der Pfannenaussparung ähnlich einer Gelenkpfanne ausgebildet sind, wobei im Unterschied zu einem Pfannengelenk selbstverständlich nur eine ebene Drehbewegung aber keine sphärische Drehbewegung möglich ist.This simple construction results in a joint whose convex curvature of the joint projection similar to a joint ball and the concave curvature of the socket recess are formed similar to a socket, wherein, in contrast to a socket joint, of course, only a plane rotational movement but no spherical rotary motion is possible.
In einer günstigen Ausführung ist der weitest hervorstehende Punkt der konvexen Wölbung des Gelenkvorsprungs eines Paneels so angeordnet, dass er sich etwa unterhalb der Oberkante des Paneels befindet. Dadurch ergibt sich ein im Verhältnis zur Gesamtdicke des Paneels relativ starker Querschnitt für den Gelenkvorsprung. Außerdem bietet die konkave Wölbung der Pfannenaussparung eine ausreichend große Hinterschneidung für die konvexe Wölbung des Gelenkvorsprungs, so dass diese durch in der Verlegeebene wirkende Zugkräfte kaum auseinander zu bewegen sind.In a favorable embodiment, 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. In addition, 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.
Die Gelenkeigenschaften zweier miteinander verbundener Paneele können weiter verbessert werden, wenn die dem Untergrund zugewandte Wand der Pfannenaussparung eines Paneels auf ihrer Innenseite eine schräge Materialabtragung aufweist, die sich bis zum freien Ende der Wand erstreckt und die Wandstärke dieser Wand zum freien Ende zunehmend dünner ist. Dabei ist durch die Materialabtragung im verlegten Zustand zweier Paneele ein Bewegungsfreiraum für das gemeinsame Gelenk geschaffen. Mit dieser Verbesserung wird der Anteil an elastischer Verformung der Wände der Pfannenaussparung während der Durchbiegung der verlegten Paneele nach oben weiter verringert.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.
Zweckmäßig ist es auch, wenn die Pfannenaussparung eines Paneels zur Verbindung mit dem Gelenkvorsprung eines weiteren Paneels durch eine federelastische Verformung ihrer unteren Wand aufweitbar ist und, dass die während des Fügens auftretende federelastische Verformung der unteren Wand im fertig verbundenen Zustand zweier Paneele wieder zurückgenommen ist. Die Formschlußprofile werden dadurch nur für den Fügevorgang und während einer Gelenkbewegung elastisch verformt und unterliegen, wenn sie nicht belastet sind, keiner elastischen Verspannung.It is also useful if the socket recess of a panel for connection to the hinge projection of another panel by a resilient deformation of its lower wall is widened and that occurring during the joining resilient deformation of the lower wall in the finished connected state of two panels is withdrawn. The positive locking profiles are characterized elastically deformed and subject only to the joining process and during a joint movement, if they are not loaded, no elastic tension.
Die Fähigkeit, zwei Paneele auch an deren kurzen Schmalseiten gelenkig zu verbinden, kommt der Nachgiebigkeit eines Fußbodenbelags zugute.The ability to articulate two panels even on their short narrow sides, the resilience of a floor covering benefits.
Bevorzugt sind die Formschlußprofile einstückig an den Schmalseiten der Paneele angeformt. Die Paneele lassen sich sehr einfach und mit geringem Verschnitt herstellen.Preferably, 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.
Besonders geeignet ist das Verlegeverfahren, wenn die Paneele im wesentlichen aus einem MDF (Medium Density Fiberboard), HDF (High Densitiy Fiberboard) oder einem Spanplattenmaterial bestehen. Diese Materialien sind einfach zu bearbeiten und erhalten, beispielsweise durch eine spanende Bearbeitung, eine ausreichende Oberflächenqualität. Außerdem weisen diese Materialien eine hohe Formstabilität der gefrästen Profile auf.Particularly suitable is the laying method, when the panels consist essentially of a medium density fiberboard (MDF), HDF (High Density Fiberboard) or particle board material. These materials are easy to process and obtain, for example, by a machining, a sufficient surface quality. In addition, these materials have a high dimensional stability of the milled profiles.
Nachstehend ist die Erfindung anhand der
- Fig. 1
- ein Befestigungssystem ausschnittsweise anhand der Querschnitte zweier Paneele vor dem Ineinanderfügen,
- Fig. 2
- das Befestigungssystem gemäß
Fig. 1 im aneinander befestigten Zustand, - Fig. 3
- einen Fügevorgang, bei dem der Gelenkvorsprung eines Paneels in Pfeilrichtung in die Pfannenaussparung eines zweiten Paneels gesteckt und das erste Paneel nachfolgend mit einer Drehbewegung arretiert wird,
- Fig. 4
- einen weiteren Fügevorgang, bei dem der Gelenkvorsprung eines ersten Paneels parallel zur Verlegeebene in die Pfannenaussparung eines zweiten Paneels eingeschoben wird,
- Fig. 5
- das Befestigungssystem im befestigten Zustand gemäß
Fig. 2 , wobei das gemeinsame Gelenk aus der Verlegeebene nach oben bewegt ist und die beiden Paneele einen Knick bilden, - Fig. 6
- das Befestigungssystem im verlegten Zustand gemäß
Fig. 2 , wobei das Gelenk aus der Verlegeebene nach unten bewegt ist und die beiden Paneele einen Knick bilden, - Fig. 7
- ein Befestigungssystem im verlegten Zustand zweier Paneele mit einem Füllstoff zwischen den Formschlussprofilen der Schmalseiten,
- Fig. 8
- eine perspektivische Darstellung eines Verfahrens zur Verlegung und Verriegelung von rechteckigen Paneelen, wobei dieses Verfahren nicht unter den
Schutzbereich des Anspruchs 1 fällt, - Fig. 9
- ein alternatives Verfahrens zur Verlegung und Verriegelung von rechteckigen Paneelen, wobei dieses Verfahren nicht unter den
Schutzbereich des Anspruchs 1 fällt.
- Fig. 1
- a fastening system in sections based on the cross sections of two panels before joining,
- Fig. 2
- the fastening system according to
Fig. 1 in the attached state, - Fig. 3
- a joining process in which the hinge projection of a panel is inserted in the direction of the arrow in the socket recess of a second panel and the first panel is subsequently locked with a rotary movement,
- Fig. 4
- a further joining process, wherein the hinge projection of a first panel parallel to the laying plane is inserted into the socket recess of a second panel,
- Fig. 5
- the fastening system in the attached state according to
Fig. 2 in which the common joint is moved upwards from the laying plane and the two panels form a kink, - Fig. 6
- the fastening system in the installed state according to
Fig. 2 in which the joint is moved downwards from the laying plane and the two panels form a kink, - Fig. 7
- a fastening system in the laid state of two panels with a filler between the form-fitting profiles of the narrow sides,
- Fig. 8
- a perspective view of a method for laying and locking rectangular panels, this method does not fall under the scope of
claim 1, - Fig. 9
- an alternative method for laying and locking rectangular panels, this method does not fall under the scope of
claim 1.
Nach der Zeichnung ist das für das Verfahren zur Verlegung und Verriegelung von rechteckigen Paneelen benötigte Befestigungssystem 1 am Beispiel langgestreckter rechteckiger Paneele 2 und 3 erläutert, von denen in
Die Formschlußprofile 4 und 5 basieren auf dem Stand der Technik des deutschen Gebrauchsmusters G 79 28 703 U1. Insbesondere auf den Formschlussprofilen des Ausführungsbeispiels, das in den Figuren 14, 15 und 16 sowie in dem zugehörigen Beschreibungsteil der G 79 28 703 U1 offenbart ist.The
Die Formschlußprofile sind derart weitergebildet, dass sie eine gelenkige und nachgiebige Verbindung von Paneelen ermöglichen.The positive locking profiles are developed such that they allow an articulated and resilient connection of panels.
Eines der Formschlußprofile 4 ist mit einem von der Schmalseite abstehenden Gelenkvorsprung 6 versehen. Die Unterseite des Gelenkvorsprungs 6, die im verlegten Zustand der Unterlage zugewandt ist, weist zum Zweck der gelenkigen Verbindung einen Querschnitt mit einer konvexen Wölbung 7 auf. Die konvexe Wölbung 7 ist in dem komplementären Formschlussprofil 5 drehgelagert. In dem dargestellten Ausführungsbeispiel ist die konvexe Wölbung 7 kreisabschnittsförmig ausgebildet. Der unterhalb des Gelenkvorsprungs 6 angeordnete Teil 8 der Schmalseite des Paneels 3, der im verlegten Zustand der Unterlage zugewandt ist, steht von dem freien Ende des Gelenkvorsprungs 6 weiter zurück als der oberhalb des Gelenkvorsprungs 6 angeordnete Teil 9 der Schmalseite. In dem gezeigten Ausführungsbeispiel tritt der unterhalb des Gelenkvorsprungs 6 angeordnete Teil 8 der Schmalseite etwa doppelt so weit von dem freien Ende des Gelenkvorsprungs 6 zurück, wie der oberhalb des Gelenkvorsprungs 6 angeordnete Teil 9 der Schmalseite. Dies liegt darin begründet, dass der Kreisabschnitt der konvexen Wölbung 7 relativ breit ausgebildet ist. Dadurch ist der weitest hervorstehende Punkt der konvexen Wölbung 7 des Gelenkvorsprungs 6 so angeordnet, dass er sich etwa unterhalb der Oberkante 10 des Paneels 3 befindet.One of the
Der oberhalb des Gelenkvorsprungs 6 angeordnete Teil 9 der Schmalseite tritt an der Oberseite des Paneels 3 von der Schmalseite hervor und bildet eine Fugenstoßfläche 9a. Zwischen dieser Fugenstoßfläche 9a und dem Gelenkvorsprung 6 des Paneels 3 ist der Teil 9 der Schmalseite zurückgesetzt. Dies gewährleistet, dass der Teil 9 der Schmalseite immer eine geschlossene oberseitige Fuge mit der komplementäten Schmalseite eines weiteren Paneels 2 bildet.The above the
Die der konvexen Wölbung 7 des Gelenkvorsprungs 6 gegenüberliegende Oberseite des Gelenkvorsprungs 6 weist ein kurzes gerades Teilstück 11 auf, das im verlegten Zustand ebenfalls parallel zum Untergrund U angeordnet ist. Von diesem kurzen Teilstück 11 zum freien Ende hin weist die Oberseite des Gelenkvorsprungs 6 eine schräge Materialabtragung 12 auf, die sich bis zum freien Ende des Gelenkvorsprungs 6 erstreckt.The
Das zu dem besprochenen Formschlußprofil 4 komplementäre Formschlußprofil 5 einer Schmalseite weist eine Pfannenaussparung 20 auf. Diese ist im wesentlichen von einer unteren im verlegten Zustand dem Untergrund U zugewandten Wand 21 und einer oberen Wand 22 begrenzt. Auf der Innenseite der Pfannenaussparung 20 ist die untere Wand 21 mit einer konkaven Wölbung 23 versehen. Dieser kommt die Funktion einer Lagerschale zu. Die konkave Wölbung 23 ist ebenfalls kreisabschnittsförmig ausgebildet. Damit die relativ breite konkave Wölbung 23 an der unteren Wand 21 der Pfannenaussparung 20 Platz findet, steht die untere Wand 21 weiter von der Schmalseite des Paneels 2 hervor als die obere Wand 22. Die konkave Wölbung 23 bildet an dem freien Ende der unteren Wand 21 eine Hinterschneidung. Im fertig verlegten Zustand zweier Paneele 2 und 3 wird diese Hinterschneidung von dem Gelenkvorsprung 6 des zugeordneten Formschlussprofils 4 des benachbarten Paneels 3 hintergriffen. Das Maß an Hintergreifung, die Differenz also zwischen der dicksten Stelle des freien Endes der unteren Wand sowie der Dicke der unteren Wand an dem tiefsten Punkt der konkaven Wölbung 23 ist so abgestimmt, dass ein guter Kompromiss zwischen einer gelenkigen Nachgiebigkeit zweier Paneele 2 und 3 sowie einem guten Halt gegen ein Auseinanderziehen der Formschlußprofile 4 und 5 in der Verlegeebene gegeben ist.The complementary to the form-locking
Das Befestigungssystem des Standes der Technik gemäß der Figuren 14, 15 und 16 des Gebrauchsmusters G 79 28 703 U1 weist demgegenüber ein erheblich größeres Maß an Hinterschneidung auf. Es ergeben sich dadurch außerordentlich steife Verbindungsstellen, die durch die Beanspruchung auf einem unregelmäßigen Untergrund U hohe Kerbspannungen verursachen.The fastening system of the prior art according to the figures 14, 15 and 16 of the utility model G 79 28 703 U1, in contrast, has a significantly greater degree of undercut. This results in extremely stiff joints that cause high stress due to the stress on an irregular surface U.
Die Innenseite der oberen Wand 22 der Pfannenaussparung 20 des Paneels 2 ist nach dem Ausführungsbeispiel im verlegten Zustand parallel zu dem Untergrund U angeordnet.The inside of the
Auf der dem Untergrund U zugewandten unteren Wand 21 der Pfannenaussparung 20 des Paneels 2 weist die Innenseite der Wand 21 eine schräge Materialabtragung 24 auf, die sich bis zum freien Ende der unteren Wand 21 erstreckt. Dadurch wird die Wandstärke dieser Wand zum freien Ende zunehmend dünner. Die Materialabtragung 24 schließt sich gemäß dem Ausführungsbeispiel an das eine Ende der konkaven Wölbung 23 an.On the ground U facing the
Der Gelenkvorsprung 6 des Paneels 3 und die Pfannenaussparung 20 des Paneels 2 bilden, wie in der
Im verlegten Zustand steht das kurze gerade Teilstück 11 der Oberseite des Gelenkvorsprungs 6 des Paneels 3 mit der Innenseite der oberen Wand 22 der Pfannenaussparung 20 des Paneels 2 in Kontakt. Außerdem liegt die konvexe Wölbung 7 des Gelenkvorsprungs 6 an der konkaven Wölbung 23 der unteren Wand 21 der Pfannenaussparung 20 des Paneels 2 an.In the installed state, the short
Die der Oberseite zugewandten seitlichen Fugenstoßflächen 9a und 26 zweier verbundener Paneele 2 und 3 liegen immer eindeutig aneinander an. In der Praxis ist eine gleichzeitige exakte Anlage der konvexen Wölbung 7 des Gelenkvorsprung 6 des Paneels 3 an der konkaven Wölbung 23 der Pfannenaussparung 20 des Paneels 2 nicht möglich. Fertigungstoleranzen würden dazu führen, dass entweder die Fugenstoßflächen 9a und 26 exakt aneinander anliegen oder Gelenkvorsprung 6/Aussparung 20 exakt aneinander anliegen. In der Praxis sind die Formschlußprofile daher so ausgelegt, dass die Fugenstoßflächen 9a und 26 immer exakt aneinander anliegen und Gelenkvorsprung 6/Aussparung 20 für eine exakte Anlage nicht genügend weit ineinander bewegt werden können. Da die Fertigungstoleranzen jedoch in der Größenordnung von hundertstel Millimeter liegen, schmiegen sich auch Gelenkvorsprung 6/Aussparung 20 nahezu exakt aneinander an.The top facing side joint abutment surfaces 9a and 26 of two
Paneele 2 und 3 mit den beschriebenen komplementären Formschlussprofilen 4 und 5 lassen sich auf verschiedene Weisen aneinander befestigen. Nach
Eine weitere Fügeart der besprochenen Paneele 2 und 3 ist in
Letztere Fügeart wird bevorzugt für die kurzen Schmalseiten eines Paneels verwendet, wenn diese mit den gleichen komplementären Formschlussprofilen 4 und 5 versehen sind, wie die langen Schmalseiten der Paneele.The latter type of joining is preferably used for the short narrow sides of a panel when they are provided with the same complementary form-fitting
In
Die bei Formschlussprofilen nach dem Stand der Technik früh eintretende Schädigung durch Bruch des Gelenkvorsprungs oder der wände der Formschlußprofile wird somit vermieden.The early occurrence of positive locking profiles according to the prior art damage by breaking the joint projection or the walls of the positive locking profiles is thus avoided.
Ein weiterer Vorteil ergibt sich bei einer Gelenkbewegung gemäß der
In
Die beschriebenen Formschlußprofile 4 und 5 sind vorliegend einstückig an den Schmalseiten der Paneele 2 und 3 angeformt. Dies geschieht vorzugsweise durch einen so genannten Formatiervorgang, bei dem in einem Durchlauf die Formschlußprofile 4 und 5 mit mehreren hintereinandergeschalteten Fräswerkzeugen die Form der Schmalseiten der Paneele 2 und 3 fräsen. Die Paneele 2 und 3 des beschriebenen Ausführungsbeispiels bestehen im wesentlichen aus einer MDF-Platte mit einer Dicke von 8 mm. Die MDF-Platte ist an Ihrer Oberseite verschleißfest und dekorativ beschichtet. An Ihrer Unterseite ist eine sogenannte Gegenzugschicht angebracht, die die von der oberseitigen Beschichtung verursachten Eigenspannungen kompensiert.The described
Schließlich zeigt
In
Es ist eine erste verlegte Reihe R1 mit rechteckigen tafelförmigen Paneelen 40, 41, 42 und 43 zu erkennen. Die Paneele 40, 41, 42 und 43 der ersten Reihe R1 sind vorzugsweise so verlegt, dass stets Pfannenaussparungen an den freien Seiten eines verlegten Paneels liegen und neue Paneele mit den Gelenkvorsprüngen an die Pfannenaussparungen der verlegten Paneele angefügt werden.It can be seen a first laid row R1 with rectangular
Die Paneele 40, 41, 42 und 43 der ersten Reihe R1 sind an Ihren kurzen Seiten miteinander verriegelt worden. Dies kann entweder in der Verlegeebene durch seitliches Ineinanderschieben in Längsrichtung der Halteprofile der kurzen Schmalseiten geschehen oder alternativ durch Ineinanderfügen der Halteprofile unter Schrägstellung eines neuen Paneels relativ zu einem verlegten Paneel und nachfolgendem Schwenken des neuen Paneels in die Verlegeebene. Die Verlegeebene ist in den
In einer zweiten Reihe R2 befinden sich die Paneele 44, 45 und 46. Zunächst ist das Paneel 44 mit seiner langen Seite durch Einfügen seines Gelenkvorsprungs unter Schrägstellung relativ zu den Paneelen der ersten Reihe R1 und nachfolgendem Schwenken des Paneels 44 in die Verlegeebene verriegelt worden.In a second row R2 are the
Zur Verlegung eines neuen Paneels in zweiter Reihe können mehrere alternative Verfahrensschritte durchgeführt werden, von denen anhand der
Bei der verlegung eines neuen Paneels 46 in zweiter Reihe muss dieses sowohl mit einer langen Seite an der ersten Reihe R1 als auch mit einer kurzen Seite an dem verlegten Paneel 45 verriegelt werden. Zuerst wird das neue Paneel 46 immer an einer kurzen Seite mit einem verlegten Paneel 45 verriegelt.When laying a new
Nach
Eine Vorschädigung der Halteprofile durch einen hohen Verformungsgrad während der Verlegung und Verriegelung wird vermieden.A pre-damage of the holding profiles by a high degree of deformation during installation and locking is avoided.
Die Alternative des Verlegeverfahrens gemäß
Die nicht dargestellten Alternativen zur Verlegung und Verriegelung von Paneelen bestehen darin, Paneele 45 und 46 zunächst in der Verlegeebene an ihren kurzen Schmalseiten zu verriegeln. Die hier beschriebenen Alternativen werden durch Anschauung der
Nach einer der Alternativen werden die Halteprofile der kurzen Schmalseiten 45a und 46a der Paneele 45 und 46 in Längsrichtung ineinandergeschoben, während beide Paneele 45 und 46 in der Verlegeebene liegen bleiben. Nach einer anderen Alternative liegt das Paneel 45 in der Verlegeebene und wird das Paneel 46 unter Schrägstellung zum Paneel 45 an dessen kurze Schmalseite 45a angesetzt und dann in die Verlegeebene geschwenkt.According to one of the alternatives, the holding profiles of the short narrow sides 45a and 46a of the
Nach den obigen alternativen Verfahrensschritten zur Verriegelung der Paneele 45 und 46 in der Verlegeebene ist das Paneel 46 an seiner langen Seite noch nicht mit den Paneelen 42 und 43 der ersten Reihe R1 verriegelt. Hierzu müssen das Paneel 46 sowie das Paneel 45 an einem Ende 45a in die oben beschriebene Schrägstellung unter dem Schwenkwinkel α angehoben werden. Dann wird der Gelenkvorsprung der langen Seite 46b des Paneel 46 in die Pfannenaussparung der Paneele 42 und 43 der ersten Reihe R1 eingefügt und die Paneele 45 und 46 schließlich gemeinsam durch Schwenken in die Verlegeebene V mit den Paneelen 42 und 43 der ersten Reihe R1 verriegelt.After the above alternative method steps for locking the
- 11
- Befestigungssystemfastening system
- 22
- Paneelpaneling
- 33
- Paneelpaneling
- 44
- FormschlußprofilForm-fitting profile
- 55
- FormschlußprofilForm-fitting profile
- 66
- Vorsprunghead Start
- 77
- konvexe Wölbungconvex curvature
- 88th
- Teil der SchmalseitePart of the narrow side
- 99
- Teil der SchmalseitePart of the narrow side
- 9a9a
- FugenstoßflächeAbutting joint surface
- 1010
- Oberkantetop edge
- 1111
- Teilstücksection
- 1212
- Materialabtragungmaterial removal
- 1313
- BewegungsfreiraumFreedom of movement
- 2020
- Aussparungrecess
- 2121
- untere Wandbottom wall
- 2222
- obere Wandupper wall
- 2323
- konkave Wölbungconcave curvature
- 2424
- Materialabtragungmaterial removal
- 2525
- BewegungsfreiraumFreedom of movement
- 2626
- FugenstoßflächeAbutting joint surface
- 3030
- Füllstofffiller
- 3131
- oberseitige Fugetop-side joint
- GG
- Gelenkjoint
- KK
- KreismittelpunktCircle center
- PP
- Pfeilarrow
- UU
- Unterlagedocument
- R1R1
- erste Reihefirst row
- R2R2
- zweite reihesecond row
- 4040
- Paneelpaneling
- 4141
- Paneelpaneling
- 4242
- Paneelpaneling
- 4343
- Paneelpaneling
- 4444
- Paneelpaneling
- 4545
- Paneelpaneling
- 45a45a
- kurze Schmalseite/freies Endeshort narrow side / free end
- 45b45b
- lange Schmalseitelong narrow side
- 45c45c
- kurze Schmalseite/verriegeltes Endeshort narrow side / locked end
- 4646
- Paneelpaneling
- 46a46a
- kurze Schmalseiteshort narrow side
- 46b46b
- lange Schmalseitelong narrow side
- 46'46 '
- gestrichelte Schwenkpositiondashed pivot position
- αα
- Schwenkwinkelswivel angle
- VV
- Verlegeebenelaying plane
Claims (1)
- Method for placing and blocking a new rectangular, platelike panel (46) in a second row (R2) of panels, where the new panel (46) to be placed in the second row displays holding profiles that put the new panel (46) in a position to be blocked both with panels (42, 43) of a first row (R1) and with a previously placed panel of the second row (R2), especially for floor panels (40, 41, 42, 43, 44, 45, 46), where the new panel (46) to be placed in the second row (R2) is blocked both with a long edge on the first row (R1) of panels (42, 43) and with a short edge on a panel (45) that has already been placed in the second row (R2), where the panels display holding profiles, extending over the full length of the edges, on opposite long edges (45b, 46b) and on opposite short edges (45a, 45c, 46a), opposite holding profiles being designed in essentially complementary form, and where the new panel (46) to be placed in the second row (R2) is first blocked on one of its short edges by being inclined relative to panel (45), already lying in the installation plane in the second row (R2), and swung into the installation plane, after which both panels, i.e. the panel (45) already lying in the installation plane in the second row (R2) and the new panel (46) to be placed in the second row (R2), are swung upwards out of the installation plane through a pivoting angle (α) about the blocked long edge (45b), where the panel (45) already placed in the second row (R2) is deformed in such a way that the dimension of the pivoting angle (α) decreases from the free end (45a) to the blocked end (45c), and the panel (46) to be placed in the second row (R2) assumes a pivoting position (46') with the pivoting angle (α) relative to the first row (R1) of panels, where the new panel (46) to be placed in the second row (R2) is displaced from this pivoting position (46') and the holding profile of the new panel (46) to be placed in the second row (R2) is inserted into the holding profiles of the panels (42, 43) of the first row (R1), where the short edge of the new panel (46) to be placed in the second row (R2) is simultaneously pushed completely onto the short edge (45a) of the panel (45) previously placed in the second row (R2) (B) and, finally, the panel (45) previously placed in the second row (R2) and the new panel (46) to be placed in the second row (R2) are jointly swung into the installation plane and blocked with the panels (42, 43) of the first row (R1) (C).
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29911462U | 1999-07-02 | ||
DE29911462U DE29911462U1 (en) | 1999-07-02 | 1999-07-02 | Fastening system for panels |
EP00922449A EP1200690B2 (en) | 1999-07-02 | 2000-03-22 | Method for placing and blocking panels |
Related Parent Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00922449A Division EP1200690B2 (en) | 1999-07-02 | 2000-03-22 | Method for placing and blocking panels |
EP00922449.4 Division | 2000-03-22 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1428957A1 EP1428957A1 (en) | 2004-06-16 |
EP1428957B1 true EP1428957B1 (en) | 2008-12-03 |
Family
ID=8075541
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00922449A Expired - Lifetime EP1200690B2 (en) | 1999-07-02 | 2000-03-22 | Method for placing and blocking panels |
EP04004655A Expired - Lifetime EP1428957B1 (en) | 1999-07-02 | 2000-03-22 | Method for placing and blocking panels |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00922449A Expired - Lifetime EP1200690B2 (en) | 1999-07-02 | 2000-03-22 | Method for placing and blocking panels |
Country Status (9)
Country | Link |
---|---|
US (4) | US6804926B1 (en) |
EP (2) | EP1200690B2 (en) |
AT (2) | ATE261037T1 (en) |
CA (1) | CA2312822C (en) |
DE (3) | DE29911462U1 (en) |
ES (1) | ES2216881T5 (en) |
PT (1) | PT1200690E (en) |
RU (1) | RU2223371C2 (en) |
WO (1) | WO2001002671A1 (en) |
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-
1999
- 1999-07-02 DE DE29911462U patent/DE29911462U1/en not_active Expired - Lifetime
- 1999-10-09 RU RU2002102241/03A patent/RU2223371C2/en active
-
2000
- 2000-03-22 EP EP00922449A patent/EP1200690B2/en not_active Expired - Lifetime
- 2000-03-22 EP EP04004655A patent/EP1428957B1/en not_active Expired - Lifetime
- 2000-03-22 DE DE50005535T patent/DE50005535D1/en not_active Expired - Lifetime
- 2000-03-22 DE DE50015475T patent/DE50015475D1/en not_active Expired - Lifetime
- 2000-03-22 AT AT00922449T patent/ATE261037T1/en active
- 2000-03-22 WO PCT/DE2000/000870 patent/WO2001002671A1/en active IP Right Grant
- 2000-03-22 CA CA002312822A patent/CA2312822C/en not_active Expired - Lifetime
- 2000-03-22 PT PT00922449T patent/PT1200690E/en unknown
- 2000-03-22 AT AT04004655T patent/ATE416284T1/en not_active IP Right Cessation
- 2000-03-22 ES ES00922449T patent/ES2216881T5/en not_active Expired - Lifetime
- 2000-06-30 US US09/609,251 patent/US6804926B1/en not_active Expired - Lifetime
-
2004
- 2004-08-04 US US10/911,280 patent/US7065935B2/en not_active Expired - Lifetime
-
2006
- 2006-06-27 US US11/475,779 patent/US7856789B2/en not_active Expired - Fee Related
-
2009
- 2009-01-22 US US12/357,543 patent/US8038363B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
US8038363B2 (en) | 2011-10-18 |
EP1200690B2 (en) | 2008-11-05 |
EP1200690A1 (en) | 2002-05-02 |
ATE261037T1 (en) | 2004-03-15 |
ATE416284T1 (en) | 2008-12-15 |
US6804926B1 (en) | 2004-10-19 |
ES2216881T5 (en) | 2009-04-16 |
US20090126308A1 (en) | 2009-05-21 |
US7065935B2 (en) | 2006-06-27 |
CA2312822A1 (en) | 2001-01-02 |
RU2223371C2 (en) | 2004-02-10 |
CA2312822C (en) | 2004-11-02 |
ES2216881T3 (en) | 2004-11-01 |
US20050005559A1 (en) | 2005-01-13 |
DE50015475D1 (en) | 2009-01-15 |
WO2001002671A1 (en) | 2001-01-11 |
US20070011981A1 (en) | 2007-01-18 |
DE50005535D1 (en) | 2004-04-08 |
US7856789B2 (en) | 2010-12-28 |
DE29911462U1 (en) | 1999-11-18 |
PT1200690E (en) | 2004-07-30 |
EP1200690B1 (en) | 2004-03-03 |
EP1428957A1 (en) | 2004-06-16 |
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