EP1428957A1 - Procédé pour poser et bloquer des panneaux - Google Patents
Procédé pour poser et bloquer des panneaux Download PDFInfo
- Publication number
- EP1428957A1 EP1428957A1 EP04004655A EP04004655A EP1428957A1 EP 1428957 A1 EP1428957 A1 EP 1428957A1 EP 04004655 A EP04004655 A EP 04004655A EP 04004655 A EP04004655 A EP 04004655A EP 1428957 A1 EP1428957 A1 EP 1428957A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- row
- panels
- panel
- new
- locked
- 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.)
- Granted
Links
Images
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 from form-fitting provided on the narrow sides of the panels Retaining profiles that extend over the length of the narrow sides extend and with joint projections or complementary Pan recesses are provided.
- German utility model G 79 28 703 U1 is a generic Procedure for laying and locking Floor panels or panels with form-fitting Retaining profiles known. This holding profile can be connect a rotating joining movement. Unfortunately, but must be to lay a second row of plates, the is to be attached to an installed first row of panels, initially can be completely pre-assembled.
- the utility model G 79 28 703 U1 shows the technical teaching that initially a first row of panels is laid out horizontally and then starting in the second row with a second plate, the in an inclined position in a groove formation of the first row of plates is to be inserted. The second plate must be in this Be held so that a third plate on the second plate can be connected.
- EP 0 855 482 A2 Another method of laying and locking panels is known from EP 0 855 482 A2.
- Adjacent panels of the second row are initially in a small lateral distance from each other with the panels locked the first row.
- the panels are in this state the second row along the first row.
- By pushing two panels of the second row together are holding profiles that are on the short narrow sides of the panels are provided, pressed into each other.
- the holding profiles are expanded and stretched very much.
- the holding profiles experience one already during assembly Pre-damage that affects the durability of the support profiles.
- the teaching of EP 0 855 482 A2 constructed and laid holding profiles Not.
- 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 with a method for laying and locking square tabular Panels, especially floor panels, on opposite long narrow sides and on opposite short ones Narrow sides extending over the length of the narrow sides
- a new Panel can be used with panels of a first row as well also with an already installed second row panel lock. 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 around the locked long narrow side as a pivot axis in one Swivel the incline upwards.
- the panel becomes a little twisted around its longitudinal axis. This means that the free short narrow side of the panel is in an inclined position and the inclination to the locked short narrow side of the panel decreases.
- inclination can be caused by several Continue from the previous panels in the second row.
- the process works particularly well with thin and light perform twistable panels.
- the one on the installation level located und 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 necessary for deformation and locking 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 holding profiles also referred to as form-fitting profiles the long narrow sides of two panels form in the laid Condition of two panels with a joint, whereby the Upper side of the joint projection facing away from the surface Panels preferably have an oblique material removal, which extends to the free end of the joint projection, and wherein the thickness of the hinge projection is due to the material removal is increasingly reduced towards the free end, and through the removal of material there is freedom of movement for the joint is created.
- the construction allows an articulated movement of two interconnected panels.
- two interconnected panels at the junction be buckled at the top.
- the bending forces that wobble damage the narrow cross-sections of the interlocking 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 therefore particularly suitable for renovation panels irregular floors in old buildings. It goes without saying it also for laying panels on a soft Intermediate layer more suitable than 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. To avoid this, components should be designed so that they are compliant to the purpose or "adapted 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 recesses of the first panel have been installed Contact with the top and bottom of the joint projection of the second panel.
- the top wall of the pan recess however, has only a short range on the free End of the top wall of the pan recess contact with the Joint projection of the second panel. Allowed this way the construction with little elastic deformation of the Walls of the pan recess a joint movement between the Panel with the pan recess and the panel with the joint projection. In this way, the rigidity of the connection best adapted to an irregular surface, which inevitably to a kinking movement between fastened together Panels.
- the convex curvature of the joint projection advantageously forms and the concave curvature of the pan recess essentially one circle segment each, 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 hers Has an inclined material removal on the inside extends to the free end of the wall and the wall thickness this wall is increasingly thinner towards the free end. It is due to the removal of material when two panels are installed a freedom of movement for the joint is created. With this improvement, the amount of elastic deformation the walls of the pan recess during the deflection the installed panels further reduced upwards.
- pan recess of a panel for connection to the joint projection of another Panels by resilient deformation of their lower Wall is expandable and that occurs during the joining resilient deformation of the bottom wall in the finished connected state of two panels is withdrawn again.
- the positive locking profiles are only used 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 easy and 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 consist. These materials are easy to edit and received, for example by machining, a adequate surface quality. These materials also exhibit a high dimensional stability of the milled profiles.
- MDF Medium Density Fiberboard
- HDF High Density Fiberboard
- chipboard material consist.
- 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, 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 that are complementary Form-fitting profiles 4 and 5 are formed.
- the opposite Form-fitting profiles of a panel are in each case complementary. 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 Ul. In particular on the form-fitting profiles of the embodiment that in Figures 14, 15 and 16 and in the associated description G 79 28 703 U1 is disclosed.
- the form-fitting profiles according to the invention are developed in such a way that they have an articulated and compliant connection from Enable 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 facing is for the purpose the articulated connection has a cross-section with a convex Arch 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 far back from the free end of the hinge projection 6 as the part 9 arranged above the joint projection 6 Narrow side. This is because the circular section the convex curvature 7 is relatively wide. This makes the most protruding point the convex Curvature 7 of the joint projection 6 arranged so that it is is located approximately below the upper edge 10 of the panel 3.
- the 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 top joint with the complementary narrow side another panel 2 forms.
- 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 one upper wall 22 limited. On the inside of the pan recess 20 is the lower wall 21 with a concave curvature 23 provided. This has the function of a bearing shell.
- the concave curvature 23 is also in the form of a circular section educated. So that the relatively wide concave curvature 23 the lower wall 21 of the pan recess 20 has space, the lower wall 21 is further from the narrow side of the panel 2 emerges as the upper wall 22.
- the concave curvature 23 forms an undercut at the free end of the lower wall 21.
- 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 on 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 the in the installed state Panels 2 and 3 freedom of movement 13 and 25, respectively allow the joint G to rotate in a small range of angles.
- 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 different fasten to each other.
- 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. After that, the second Panel 3 around the common circle center K of the circular sections 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 hinge projection 6 in the installation plane and perpendicular to the positive locking profiles 4 and 5 moved in the direction of arrow P. until the walls 21 and 22 of the pan recess 20 widen a little elastic and the convex curvature 7 of the Joint projection 6 the undercut at the front end has overcome the concave curvature 23 of the lower wall and the final laying position has been 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 makes the narrow side of the Panels 2 with the form-fitting profile 5 have been raised. 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 formed from both panels 2 and 3 G is moved upwards a little from the installation level Service.
- 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 when the connection point bends out the laying level to the subfloor U is a much stronger one elastic deformation of the lower wall 21 of the pan recess 20 occurs than when bending from the installation level up.
- the purpose of this measure is to see that panels 2 and 3 buckled downwards after relief not back to the installation level due to their own weight can return.
- the stronger elastic deformation of the bottom wall 21 of the pan recess 20, however, produces a Tension the panels 2 and 3 immediately after relief moved resiliently back to the installation level.
- 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 exist essentially of an MDF board with a thickness of 8 mm.
- the top of the MDF board is wear-resistant and decoratively coated.
- At the bottom is a so-called Counteracting layer attached, which is from the top coating caused residual stresses.
- Fig. 7 shows two panels 2 and 3 laid State, wherein a fastening system 1 with a soft elastic curing filler 30 is used.
- the filler 30 is between all adjacent parts of the provided positively connected narrow sides.
- the top joint 31 is closed with the filler, so that no moisture and no dirt can penetrate.
- this causes two panels 2 to be bent and 3 self-deforming filler 30 due to its elasticity a reset of the 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 used for laying and locking panels becomes.
- the details of the Retaining profiles have been omitted. 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 there are always pan recesses on the free sides of a laid panel and new panels with the joint projections to the pan recesses of the installed panels be added.
- the panels 40, 41, 42 and 43 of the first row R1 are on Their short sides have been locked together. This can either in the installation level by pushing each other sideways in the longitudinal direction of the holding profiles of the short narrow sides happen or alternatively by joining the retaining profiles together tilting a new panel relative to a displaced panel and subsequent swiveling of the new one Panels in the installation level.
- the laying level is in the figures 8 and 9 indicated by the dashed line V. In both Cases are the holding profiles without any significant deformation locked together.
- the panels are in the Installation plane locked in the vertical direction. Also are it locked in the direction 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 oblique position 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.
- Panel 45 twists in such a way that the measure of the pivot angle ⁇ from the free end 45a the locked end 45c decreases.
- 8 remains locked ends 45c lie in the installation level.
- the new panel 46 becomes relative in an inclined position attached to the panel 45 at its free end 45a.
- the Panel 46 cannot initially be along the entire length of the short Side because the panel 45 is already with the Panels 41 and 42 of the first row is locked.
- the panel 46 pivoted in the direction of arrow A until like through the dashed pivot position 46 'also under the Swivel angle ⁇ is positioned to the installation plane.
- the holding profiles are the short ones Narrow sides 45a and 46a of the panels 45 and 46 in the longitudinal direction pushed together while both panels 45 and 46 in remain on the installation level.
- Another alternative lies the panel 45 in the laying plane and becomes the panel 46 inclined to the 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 the 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 into the pan recess of the panels 42 and 43 of the first Row R1 inserted and panels 45 and 46 finally together by swiveling 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)
- Wood Science & Technology (AREA)
- Civil Engineering (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)
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29911462U DE29911462U1 (de) | 1999-07-02 | 1999-07-02 | Befestigungssystem für Paneele |
DE29911462U | 1999-07-02 | ||
EP00922449A EP1200690B2 (fr) | 1999-07-02 | 2000-03-22 | Procede pour poser et bloquer des panneaux |
Related Parent Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00922449.4 Division | 2000-03-22 | ||
EP00922449A Division EP1200690B2 (fr) | 1999-07-02 | 2000-03-22 | Procede pour poser et bloquer des panneaux |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1428957A1 true EP1428957A1 (fr) | 2004-06-16 |
EP1428957B1 EP1428957B1 (fr) | 2008-12-03 |
Family
ID=8075541
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP04004655A Expired - Lifetime EP1428957B1 (fr) | 1999-07-02 | 2000-03-22 | Procédé pour poser et bloquer des panneaux |
EP00922449A Expired - Lifetime EP1200690B2 (fr) | 1999-07-02 | 2000-03-22 | Procede pour poser et bloquer des panneaux |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00922449A Expired - Lifetime EP1200690B2 (fr) | 1999-07-02 | 2000-03-22 | Procede pour poser et bloquer des panneaux |
Country Status (9)
Country | Link |
---|---|
US (4) | US6804926B1 (fr) |
EP (2) | EP1428957B1 (fr) |
AT (2) | ATE261037T1 (fr) |
CA (1) | CA2312822C (fr) |
DE (3) | DE29911462U1 (fr) |
ES (1) | ES2216881T5 (fr) |
PT (1) | PT1200690E (fr) |
RU (1) | RU2223371C2 (fr) |
WO (1) | WO2001002671A1 (fr) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102005024366A1 (de) * | 2005-05-27 | 2006-11-30 | Kaindl Flooring Gmbh | Verfahren zum Verlegen und mechanischen Verbinden von Paneelen |
EP2163709A1 (fr) | 2008-09-12 | 2010-03-17 | Unilin Industries, BVBA | Procédé pour l'installation d'un revêtement de sol et agent pour le traitement d'une surface sous-jacente pour ce procédé |
DE102012010758A1 (de) * | 2012-05-11 | 2013-11-14 | Hülsta-Werke Hüls Gmbh & Co. Kg | Verfahren zum Verlegen eines Belages sowie Paneelelement für einen Belag |
Families Citing this family (204)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SE9500810D0 (sv) | 1995-03-07 | 1995-03-07 | Perstorp Flooring Ab | Golvplatta |
US7131242B2 (en) | 1995-03-07 | 2006-11-07 | Pergo (Europe) Ab | Flooring panel or wall panel and use thereof |
US7992358B2 (en) | 1998-02-04 | 2011-08-09 | Pergo AG | Guiding means at a joint |
SE514645C2 (sv) | 1998-10-06 | 2001-03-26 | Perstorp Flooring Ab | Golvbeläggningsmaterial innefattande skivformiga golvelement avsedda att sammanfogas av separata sammanfogningsprofiler |
DE29911462U1 (de) | 1999-07-02 | 1999-11-18 | Akzenta Paneele & Profile Gmbh | Befestigungssystem für Paneele |
AU1546600A (en) | 1999-06-30 | 2001-01-22 | Akzenta Paneele + Profile Gmbh | Panel and fastening system for panels |
US6863768B2 (en) | 1999-11-08 | 2005-03-08 | Premark Rwp Holdings Inc. | Water resistant edge of laminate flooring |
KR20030001375A (ko) | 2000-03-07 | 2003-01-06 | 이.에프.피. 플로어 프러덕츠 푸스뵈덴 게엠베하 | 패널의 기계적 연결부 |
WO2001066876A1 (fr) | 2000-03-07 | 2001-09-13 | E.F.P. Floor Products Fussböden GmbH | Liaison mecanique de panneaux |
SE518184C2 (sv) | 2000-03-31 | 2002-09-03 | Perstorp Flooring Ab | Golvbeläggningsmaterial innefattande skivformiga golvelement vilka sammanfogas med hjälp av sammankopplingsorgan |
US6363677B1 (en) | 2000-04-10 | 2002-04-02 | Mannington Mills, Inc. | Surface covering system and methods of installing same |
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EP2163709A1 (fr) | 2008-09-12 | 2010-03-17 | Unilin Industries, BVBA | Procédé pour l'installation d'un revêtement de sol et agent pour le traitement d'une surface sous-jacente pour ce procédé |
WO2010029501A2 (fr) | 2008-09-12 | 2010-03-18 | Flooring Industries Limited, Sarl | Procédé d’installation d’un revêtement de sol et agent destiné à traiter une surface sous-jacente, susceptible d’être appliqué dans ce procédé |
DE102012010758A1 (de) * | 2012-05-11 | 2013-11-14 | Hülsta-Werke Hüls Gmbh & Co. Kg | Verfahren zum Verlegen eines Belages sowie Paneelelement für einen Belag |
EP2662507A3 (fr) * | 2012-05-11 | 2014-09-10 | Hülsta-Werke Hüls GmbH & Co. KG | Procédé de pose d'un revêtement et élément de panneau pour un revêtement |
Also Published As
Publication number | Publication date |
---|---|
EP1200690B2 (fr) | 2008-11-05 |
ATE261037T1 (de) | 2004-03-15 |
US20050005559A1 (en) | 2005-01-13 |
ES2216881T3 (es) | 2004-11-01 |
US7065935B2 (en) | 2006-06-27 |
PT1200690E (pt) | 2004-07-30 |
US20070011981A1 (en) | 2007-01-18 |
US8038363B2 (en) | 2011-10-18 |
EP1200690A1 (fr) | 2002-05-02 |
RU2223371C2 (ru) | 2004-02-10 |
CA2312822A1 (fr) | 2001-01-02 |
WO2001002671A1 (fr) | 2001-01-11 |
DE50005535D1 (de) | 2004-04-08 |
CA2312822C (fr) | 2004-11-02 |
US7856789B2 (en) | 2010-12-28 |
DE29911462U1 (de) | 1999-11-18 |
EP1428957B1 (fr) | 2008-12-03 |
EP1200690B1 (fr) | 2004-03-03 |
US20090126308A1 (en) | 2009-05-21 |
US6804926B1 (en) | 2004-10-19 |
DE50015475D1 (de) | 2009-01-15 |
ES2216881T5 (es) | 2009-04-16 |
ATE416284T1 (de) | 2008-12-15 |
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