EP1083269B1 - Aides pour la pose de revêtements en plaques en position surélevée ou ventilée - Google Patents

Aides pour la pose de revêtements en plaques en position surélevée ou ventilée Download PDF

Info

Publication number
EP1083269B1
EP1083269B1 EP00119697A EP00119697A EP1083269B1 EP 1083269 B1 EP1083269 B1 EP 1083269B1 EP 00119697 A EP00119697 A EP 00119697A EP 00119697 A EP00119697 A EP 00119697A EP 1083269 B1 EP1083269 B1 EP 1083269B1
Authority
EP
European Patent Office
Prior art keywords
slabs
aid according
joint
laying aid
protrusions
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP00119697A
Other languages
German (de)
English (en)
Other versions
EP1083269A3 (fr
EP1083269A2 (fr
Inventor
Walter Gutjahr
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from DE29917335U external-priority patent/DE29917335U1/de
Priority claimed from DE29917336U external-priority patent/DE29917336U1/de
Application filed by Individual filed Critical Individual
Publication of EP1083269A2 publication Critical patent/EP1083269A2/fr
Publication of EP1083269A3 publication Critical patent/EP1083269A3/fr
Application granted granted Critical
Publication of EP1083269B1 publication Critical patent/EP1083269B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D11/00—Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
    • E04D11/005—Supports for elevated load-supporting roof coverings
    • E04D11/007—Height-adjustable spacers

Definitions

  • the invention relates to a sheet-shaped laying aid for a stilted or ventilated laying of panels on terraces and balconies, whereby the sheet-like laying aid is made of a foil sheet Has thermoplastic, of which the one to be applied Plate covering facing the top in one of the Distribution of the corner points of the panels as intended appropriate distribution to be laid Projections are provided as a pedestal on which the Corner areas of the slabs to be laid in the predetermined laying pattern can be placed parallel to the surface are.
  • the protrusions are made of the material of the original flat, inherently rigid rollable film web integrally molded out of the plane of the film web and pot-like Underside open areas of the film web formed.
  • the task is based, a laying aid for built-on slabs of the ones in question Way of creating which is the quick and easy creation of tile coverings without complex alignment of the individual plates relative to each other.
  • this object is achieved in that the closed towards the plates to be stored Top of the projections means for aligning the to be stored Slabs are provided at a predetermined joint spacing are.
  • the means for aligning the plates to be supported can for example, from two centered on the top of the protrusions at right angles cutting groove-like Depressions are formed, in which up to the slabs to be stacked protruding strip or cross-shaped Joint spacers can be used. By the horizontal width of these joint spacers will be the gap between the adjacent panels automatically set in the specified target size.
  • the means to align the on-hook Plates also integrally from the top of the protrusions protruding ledge or cross-shaped profile projections be formed.
  • the support projections are expediently frustoconical trained and to the by the groove-like Wells or the ledge or cross-shaped protrusions vertical planes of the adjacent one provided as a pillow block projection arranged.
  • Adjacent joint bars in front of the Application of the plate covering can be provided.
  • the strip-like joint bars with their upper area still in the space between step forward to the adjacent plates and / or additionally protruding laterally at least in some areas have narrow strip-shaped sections which the Underneath the plates, it is ensured that this in the Panel joints did not fill material introduced into the space trickle through between the panels and the laying aid can.
  • the joint bars can also be designed that the joint rod in the intended installation position in Gap space between adjacent floor slabs at least in a section from the top to the bottom continuous passages for the passage of liquids having. Through the passage of liquid and thus there are also water-permeable openings in the joint rod thus also a drainage of surface water via the Jointing possible.
  • the configuration is preferably such that between those to be held on neighboring pedestals End areas of the joint rod alternately on opposite Continuous sides from top to bottom Wells are provided. So the culverts are of these depressions in the side walls of the joint bar formed, which in the installed state then at their open Side closed by the adjoining front edge of the base plate are.
  • the configuration can also be such that that between those to be held on neighboring stilts End areas of the joint rod from the top to the bottom through openings are provided. The Openings as a whole are then only in the joint rod educated.
  • the recesses can be circular in cross-section, be trapezoidal or triangular or also have a wavy cross section.
  • Through openings in the form of slot-like slots have or be limited in cross-sectional shape.
  • the in the installation position in the horizontal direction perpendicular to Length of the joint rod measured width of the joint rod is essentially the same as that between the front edges from adjacent floor slabs to be installed Joint width.
  • the joint rod then serves as a teaching Tools for adjusting the joint width.
  • Joint bars are selected so that they are in the installed state over the entire vertical height of the gap between the joints extends. A backfilling of the joint with filling material is then not possible, but also not necessary. In both However, there is a drainage over the between the floor slabs existing joints possible.
  • Fig. 1 is a portion of a total designated 10 sheet-shaped laying aid for the creation of paving slabs on substrates such as balconies, Terraces etc. schematically illustrated.
  • the web-shaped Laying aid has its own stiffness, however plastic film that can be rolled up by elastic bending 12 made of thermoplastic plastic from the top integral projections at predetermined intervals 14 step forward, each for supporting the corner areas of four plates meeting one another on a surface to be put on topping can be put on.
  • the Protrusions 14 thus set in predetermined, from the plate size the distances depending on the slabs to be installed from the film 12 upward protruding pedestal exact shape and formation of these projections as well as the further, arranged offset to the projections 14 additional support tabs 36 will be discussed below with Figures 3 to 5 explained in more detail.
  • Fig. 1 that in the later to be put on Plate facing top of the frustoconical Projections 14 groove-like intersecting at right angles
  • Wells 16 are provided, in which according to Art the cross-shaped, also used when laying tiles Joint spacers can be used, which over the Step up the top of the projections 14 and their Later the width of the joints between neighboring ones Determine the tiles of the covering.
  • FIG. 2 is a sectional view through a partial section a concrete slab 18 is shown, on which by means of an inventive web-shaped laying aid 10 a stilted Covering from base plates 20 is applied.
  • a moisture-proof coating 22 for example in the form of a bituminized sealing membrane shown, which can also be omitted in many cases, if the material of the serving as a carrier for the projections 14 Plastic film 12 is impermeable to water.
  • FIG. 3 shows an enlarged detail from FIG. 2, an area where the corner areas of two adjacent plates 20 on a projection 14 of the web-shaped laying aid 10 are supported. It is recognizable that the projections 14 are integral from the plastic film 12 cup-shaped or cup-shaped Profilings are.
  • the facing the plates 20 as Support surface 30 for the plates 20 serving the top of the Projections 14 are flat.
  • the ones already mentioned are rectangular crossing groove-like depressions 16 are formed, in which upward protruding spacers in Form of strips or fugitive crosses corresponding to that in Fig. 3 shown cross joint 26 can be used, its strip-shaped arms projecting upwards as stops for Setting the gap 28 between adjacent Plates 20 serve.
  • the undersides of the plates 20 are on top facing bearing surfaces 30 of the pedestal protrusions 14 as well as the bearing surface 32 offset from the Projections 14 provided support projections 36, the height of the support projections 36 is chosen so that their bearing surfaces 32 in a horizontal plane with the bearing surfaces 30 of the projections 14 lie.
  • the support tabs 36 are - corresponding to those forming the pedestals Projections 14 - integral from the material of the plastic film 40 molded frusto-conical cups, whose diameter is significantly smaller than the diameter the pedestal protrusions 14.
  • the dimensioning, number and Distribution of the support projections 36 can be dependent on the size and weight of the panels to be placed and the intended load on the slab surface compared to the changed representation shown in the drawing figures become.
  • cup-like truncated cone-shaped support projections can also have differently shaped profile projections be provided, the end faces of which are then supports for Form plates 20.
  • Crosshairs 26 could also be integral upward strip-like projections of corresponding width on the Top 24 of the projections 14 may be provided.
  • These joint bars 40 have the basic shape of a flat, upright bar 42, which is so long is that their ends are each facing each other open mouths of the groove-like depressions 16 adjacent Projections 14 can be inserted.
  • the Joint bars 40 shown also have their lateral flat sides protruding horizontally outwards narrow strip-shaped sections 46, which when finished laid tile covering the underside of the tiles 20 reach under in the edge area. These strip-shaped sections 46 serve on the one hand as an additional edition for the panels in the edge area and on the other hand prevent that filler material introduced into the joints 28 from above like sand or gravel to the underside of the plates 20 can pass through.
  • the joint bars 40 thus enable that staged laying of panels 20 on the invention sheet-shaped laying aid with subsequent backfilling the panel joints.
  • joint rod 48 modified with respect to joint rod 40 shown that a liquid passage through the joints allows without getting into the joints on the top introduced filling material such as fine gravel or the like also in the space between the slab and the surface mentioned can step through.
  • the joint rod 48 between its rectangular cross-section, fits into the recesses 16 of the projections 14 insertable ends a wavy shape in plan view, so that when inserting this joint rod into the joint between two adjacent plates 20 alternately those that can be seen in FIG. 10 arising on opposite sides in the trough Passages 49 remain, through which water can penetrate while from the top into the joint introduced fine gravel etc. not by the resulting Can pass through, but then only the Fills the space above the joint bar 48, as shown in Fig. 11 is recognizable. Since the joint filler, i.e. the Fine gravel that is permeable to water, so this is aimed Ensures water permeability of the joint while coarse dirt is retained by the filling material.
  • Fig. 12 there are three different caps 50a, 50b and 50c made of an elastomeric material - for example Rubber or an elastomeric plastic such as polyurethane or the like. - shown the shape of the floor have wells pointing upwards. The closed, in the representation of the floor surfaces pointing upwards Cups 50a, 50b and 50c each have different ones Strength, so that when placed on the support projections 36 Cut the plates 20, depending on the cap used 50a, 50b or 50c different distance from the support surface 32 of the support projections 36 have. These caps 50a, 50b and 50c decrease due to the damping properties of the elastomeric material used when walking on the Impact sound. You can also the caps to compensate for different strengths of the used Serve plates. 5 are on two support projections 36 caps 50a and 50c shown in phantom.
  • Joint bars 48 and 114 have the shape of an elongated one and substantially rectangular in cross section Rod, the length of which is such that its end regions fits in half of one of the groove-like recesses 16 adjacent pedestals can be used, the Joint bars inserted over the upper flat side of the Step into the pedestal.
  • the end areas of the joint rod can in other words, one arm section usually in Joint crosses used with such pedestals replace.
  • FIGS. 15 to 19 each have a different plan view designed further joint rods 114 shown, wherein the differences in those shown in Figs. 15 to 17 Joint bars on the cross-sectional shape of the recess 124 limited, instead of a circular arc Rounding trapezoidal (Fig. 15), triangular (Fig. 16) and wavy (Fig. 17) are formed. Deviating from this are the passages for the passage of water in the joint bars 114 according to FIGS. 18 and 19 of through openings 126 formed in the joint rods themselves, being these through openings 126 in the exemplary embodiment 18 of slot-like slots and in the embodiment 19 of circular through openings or holes are formed.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)
  • Road Paving Structures (AREA)

Claims (24)

  1. Moyen auxiliaire de pose en forme de bande (10) pour pose rehaussée ou aérée dessous de dalles (20) sur les terrasses et les balcons, ce moyen auxiliaire de pose en forme de bande présentant une bande de feuille (12) en matériau synthétique thermoplastique de la face supérieure, dirigée vers le revêtement en dalles à appliquer, de laquelle font saillie comme hausses, dans une répartition correspondant à la répartition des coins des dalles (20) du revêtement en dalles à poser correctement, des saillies (14) sur lesquelles les parties de coin des dalles (20) à poser peuvent être posées suivant un motif de pose déterminé à distance constante du substratum, caractérisé par le fait que les saillies (14) sont formées par des parties de la bande de feuille (12) du genre pot et ouvertes sur le côté inférieur qui sont formées de la matière de la bande de feuille enroulable à rigidité propre (12) initialement plane et sorties du plan de celle-ci, et que dans le côté supérieur fermé (24), dirigé vers les dalles (20) à poser, des saillies (14) sont prévus des moyens d'alignement de ces dalles (20) avec un espacement déterminé aux joints.
  2. Moyen auxiliaire de pose selon la revendication 1, caractérisé par le fait que les moyens d'alignement des dalles à poser sont formés de deux creux du genre rainure (16) se croisant à angle droit au centre de la face supérieure (24) des saillies (14) et dans lesquels peuvent être engagés des éléments d'entretoisement de joint du genre latte ou croix à joints qui font saillie vers le haut vers les dalles (20) à poser.
  3. Moyen auxiliaire de pose selon la revendication 1, caractérisé par le fait que les moyens d'alignement des dalles (20) à poser sont formées par des saillies profilées du genre latte ou croix à joints saillant de la face supérieure des saillies (14).
  4. Moyen auxiliaire de pose selon l'une des revendications 1 à 3, caractérisé par le fait que de la face supérieure dirigée vers les dalles de la bande de feuille (12) font saillie des saillies supports (36) espacées des saillies (14) prévues comme hausses et dont les surfaces d'appui (32) dirigées vers les dalles sont sensiblement dans le même plan que les surfaces d'appui (30) dirigées vers les dalles des saillies (14) prévues comme hausses.
  5. Moyen auxiliaire de pose selon la revendication 4, caractérisé par le fait que les saillies supports (36) sont tronconiques.
  6. Moyen auxiliaire de pose selon l'une des revendications 2 et 3 et l'une des revendications 4 et 5, caractérisé par le fait que les saillies supports (36) sont décalées des plans verticaux de la saillie (14) voisine prévue comme hausse qui passent par les creux du genre rainure (16) ou les saillies profilées du genre latte ou croix à joints.
  7. Moyen auxiliaire de pose selon l'une des revendications 4 à 6, caractérisé par le fait que les saillies supports (36) sont formées par des parties de la bande de feuille (12) ouvertes sur le côté inférieur profilées en tronc de cône sorties du plan de la bande de feuille (12).
  8. Moyen auxiliaire de pose selon l'une des revendications 4 à 7, caractérisé par des chapeaux (50a; 50b; 50c) en élastomère pouvant être appliqués sur les saillies supports (36).
  9. Moyen auxiliaire de pose selon la revendication 8, caractérisé par des chapeaux (50a ; 50b ; 50c) dont l'épaisseur a des valeurs différentes dans la zone située au-dessus des surfaces d'appui (32) des saillies supports (36).
  10. Moyen auxiliaire de pose selon la revendication 2, caractérisé par des barres de joint (40 ; 48 ; 114) qui peuvent être engagées à une extrémité dans les parties d'extrémité extérieures radialement des creux du genre rainure (16) de saillies (14) voisines.
  11. Moyen auxiliaire de pose selon la revendication 10, caractérisé par le fait que les barres de joint, du genre latte (40) entrent encore par leur partie supérieure dans l'intervalle (joints 28) entre les dalles (20) voisines à poser.
  12. Moyen auxiliaire de pose selon l'une des revendications 10 et 11, caractérisé par le fait que des barres de joint (40) font saillie latéralement au moins par endroits des parties étroites en forme de bande (46) qui s'appliquent sous les faces inférieures des dalles (20) à poser.
  13. Moyen auxiliaire de pose selon l'une des revendications 10 et 11, caractérisé par le fait que la barre de joint (48 ; 114), dans sa position montée prévue dans l'intervalle de joint entre dalles (20) voisines, présente au moins dans une partie des passages traversant du côté supérieur au côté inférieur (124; 126) pour le passage des liquides.
  14. Moyen auxiliaire de pose selon la revendication 13, caractérisé par le fait qu'entre les parties d'extrémité de la barre de joint (114) à fixer sur des hausses (14) voisines sont prévus alternativement sur des côtés opposés des creux traversant du côté supérieur au côté inférieur (124).
  15. Moyen auxiliaire de pose selon la revendication 13, caractérisé par le fait qu'entre les parties d'extrémité de la barre de joint (114) à fixer sur des hausses (14) voisines sont prévus des trous traversant du côté supérieur au côté inférieur (126).
  16. Moyen auxiliaire de pose selon la revendication 14, caractérisé par le fait que les creux (124) ont une section en arc de cercle.
  17. Moyen auxiliaire de pose selon la revendication 14, caractérisé par le fait que les creux (124) ont une section trapézoïdale.
  18. Moyen auxiliaire de pose selon la revendication 14, caractérisé par le fait que les creux (124) ont une section triangulaire.
  19. Moyen auxiliaire de pose selon la revendication 14, caractérisé par le fait que les creux (124) ont une section ondulée.
  20. Moyen auxiliaire de pose selon la revendication 14, caractérisé par le fait que les ouvertures traversantes (126) ont la forme de fentes du genre trou allongé traversantes.
  21. Moyen auxiliaire de pose selon la revendication 14, caractérisé par le fait que les ouvertures traversantes (126) sont de section circulaire.
  22. Moyen auxiliaire de pose selon l'une des revendications 13 à 21, caractérisé par le fait que la largeur des barres de joint (124) mesurée en position montée en direction horizontale perpendiculairement à l'étendue longitudinale est sensiblement égale à la largeur de joint à établir entre les côtés frontaux des dalles (20) voisines à poser.
  23. Moyen auxiliaire de pose selon l'une des revendications 13 à 22, caractérisé par le fait que les barres de joint (114), à l'état monté, entrent seulement dans une partie inférieure de l'intervalle de joint de deux dalles (20) voisines.
  24. Moyen auxiliaire de pose selon l'une des revendications 13 à 23, caractérisé par le fait que la hauteur des barres de joint (114) mesurée à l'état monté dans la direction verticale est choisie de façon que celles-ci, à l'état monté, s'étendent sur toute la hauteur verticale de l'intervalle de joint de deux dalles (20) voisines.
EP00119697A 1999-09-11 2000-09-09 Aides pour la pose de revêtements en plaques en position surélevée ou ventilée Expired - Lifetime EP1083269B1 (fr)

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
DE29916033U 1999-09-11
DE29916033 1999-09-11
DE29917335U 1999-10-02
DE29917335U DE29917335U1 (de) 1999-10-02 1999-10-02 Fugenstab für auf Stelzlagern verlegte Bodenplatten von Plattenbelägen
DE29917336U 1999-10-02
DE29917336U DE29917336U1 (de) 1999-09-11 1999-10-02 Verlegehilfe für die Erstellung von aufgestelzten oder unterlüfteten Platten-Belägen

Publications (3)

Publication Number Publication Date
EP1083269A2 EP1083269A2 (fr) 2001-03-14
EP1083269A3 EP1083269A3 (fr) 2001-10-31
EP1083269B1 true EP1083269B1 (fr) 2004-10-20

Family

ID=27220289

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00119697A Expired - Lifetime EP1083269B1 (fr) 1999-09-11 2000-09-09 Aides pour la pose de revêtements en plaques en position surélevée ou ventilée

Country Status (2)

Country Link
EP (1) EP1083269B1 (fr)
AT (1) ATE280287T1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3741925B1 (fr) * 2019-05-20 2022-10-12 Wolfgang Habian Terrasse en bois pourvue dudit joint et procédé de fermeture des joints dans les terrasses en bois

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100666589B1 (ko) 2004-09-01 2007-01-09 한국건설기술연구원 초단열 및 다중방수기능을 갖는 옥상 구조물의 바닥시스템 및 그의 시공방법
DE202005001965U1 (de) * 2005-02-08 2006-06-14 Gutjahr, Walter Drainage-Bahn- oder Plattenmaterial zur entwässernden und/oder entlüftenden Verlegung von Plattenbelägen im Dünnbett
GB2459645A (en) * 2008-04-25 2009-11-04 Alan Martin Millmore Drainage device
DE202009001392U1 (de) * 2009-02-05 2010-06-24 Gutjahr, Walter Stützvorrichtung für einen verlegbaren Bodenbelag
DE202010012888U1 (de) * 2010-11-15 2012-02-16 Walter Gutjahr Stelzlageranordnung für einen unterlüfteten Bodenbelag
GB2489030A (en) * 2011-03-17 2012-09-19 Resigap Ltd Spacing element for use with modular paving elements
AT16326U1 (de) * 2017-06-07 2019-07-15 Ing Wolfgang Habian Dipl Wasserdurchlässiges Fugenverschlussband zum Schutz gegen das Durchfallen von Kleinteilen für Fugen von Holzterrassen und Holzwerkstoffdielen im Außenbereich

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2210709B3 (fr) * 1972-12-15 1975-12-26 Sanders Heinz
DE3630417A1 (de) * 1986-09-06 1988-03-17 Sf Vollverbundstein Erdreichabdeckung aus (beton-)formsteinen
DE9011271U1 (fr) * 1989-08-30 1990-10-04 Deitermann Chemiewerk Gmbh & Co Kg, 4354 Datteln, De
NL9101177A (nl) * 1991-07-05 1993-02-01 Jan Hendrik Van Delzen Tegel, in het bijzonder daktegel.
DE4233175A1 (de) * 1992-10-02 1994-04-07 Kreusel Magda Plattenverlegesystem für Böden, insbesondere im Freien
DE19637588A1 (de) 1996-09-14 1998-03-19 Walter Gutjahr System zur Erstellung von Stelzen für Belagsaufbauten aus Platten auf Terrassen, Balkonen o. dgl.
DE29720122U1 (de) * 1997-11-13 1999-03-18 Gutjahr Walter System zur Herstellung von Stelzen für Belagsaufbauten aus Platten auf Terrassen, Balkonen o.dgl.

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3741925B1 (fr) * 2019-05-20 2022-10-12 Wolfgang Habian Terrasse en bois pourvue dudit joint et procédé de fermeture des joints dans les terrasses en bois

Also Published As

Publication number Publication date
EP1083269A3 (fr) 2001-10-31
ATE280287T1 (de) 2004-11-15
EP1083269A2 (fr) 2001-03-14

Similar Documents

Publication Publication Date Title
DE602005000454T2 (de) Noppenplatte mit Falzlinie
EP0893553B1 (fr) Feuille profilée pour le drainage et la ventilation de dalles de plancher, en particulier de dalles en céramique, posées sur une couche mince
EP1846630B1 (fr) Element de voie de drainage ou de dallage pour la pose sur couche mince de dalles pour l'assechement ou la ventilation
WO1997030247A1 (fr) Structure de sol composite
EP3658720A1 (fr) Élément de construction servant à réaliser un revêtement de sol
DE3231779C2 (de) Elastisch nachgiebige Sicherheitsbelagsplatte, insbesondere für Spielfelder
EP1083269B1 (fr) Aides pour la pose de revêtements en plaques en position surélevée ou ventilée
EP2749712B1 (fr) Sous-couche découplante
DE19801123B4 (de) Fundamentaufbau sowie Sockelelement für die Verwendung darin
DE4003875C2 (fr)
DE10249493B4 (de) Bodenaufbausystem für Keramik-, Fliesen- und Plattenbeläge
WO2020169151A2 (fr) Plaque de sol à adhérence magnétique et revêtement de sol
EP3375935B1 (fr) Pavé en pierre doublé
EP0829592A1 (fr) Système pour réaliser des supports pour dalles de terrasses, balcons etc.
EP3215688B1 (fr) Plaque de base pour rénovation de surface de sol
DE202006015909U1 (de) System zur Herstellung eines Belags für begeh- und/oder befahrbare Dachflächen, Erdreichabdeckungen o.dgl.
DE10038534A1 (de) Unterbau für Sportplätze, insbesondere Reitplätze
DE19630433C2 (de) Hohlraumboden
DE2849168A1 (de) Vorrichtung zur ausgerichteten halterung von platten
DE102006053706B4 (de) Bodenaufbausystem für aufgestelzte Bodenbeläge sowie Verfahren zur Montage des Systems
EP0679764B1 (fr) Panneau de treillis pour surfaces de gazon et consolidation des surfaces de gazon avec de tels panneaux
DE10006252A1 (de) Abstandshalter für Bodenplatten sowie Bodenplatte zum Verlegen mittels derartiger Abstandshalter
DE202014105259U1 (de) Unterbauplatte für die Bodenflächensanierung
DE4330308C2 (de) Verfahren zum Herstellen eines Hohlraumbodens und Schalungselement zu seiner Durchführung
DE3706804A1 (de) Platte, insbesondere bodenplatte aus beton

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

RIC1 Information provided on ipc code assigned before grant

Free format text: 7E 04D 11/00 A, 7E 04F 15/024 B, 7E 04F 15/02 B

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

17P Request for examination filed

Effective date: 20010927

AKX Designation fees paid

Free format text: AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

17Q First examination report despatched

Effective date: 20040309

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20041020

Ref country code: GB

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20041020

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20041020

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20041020

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: GERMAN

REF Corresponds to:

Ref document number: 50008308

Country of ref document: DE

Date of ref document: 20041125

Kind code of ref document: P

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050120

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050120

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050120

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050131

GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 20041020

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

ET Fr: translation filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050909

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20050930

26N No opposition filed

Effective date: 20050721

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: BOVARD AG PATENTANWAELTE

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: LU

Payment date: 20070809

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20050320

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 20070821

Year of fee payment: 8

Ref country code: NL

Payment date: 20070928

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20080915

Year of fee payment: 9

BERE Be: lapsed

Owner name: *GUTJAHR WALTER

Effective date: 20080930

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20080930

Year of fee payment: 9

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090401

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 20090401

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20080930

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20100531

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20080909

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090909

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090930

REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: GUTJAHR, WALTER

Free format text: GUTJAHR, WALTER#PHILIPP-REIS-STRASSE 5-7#64404 BICKENBACH (DE) -TRANSFER TO- GUTJAHR, WALTER#PHILIPP-REIS-STRASSE 5-7#64404 BICKENBACH (DE)

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: ARDEX ANLAGEN GMBH, DE

Free format text: FORMER OWNER: GUTJAHR, WALTER, DE

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 50008308

Country of ref document: DE

Representative=s name: PATENTANWAELTE KATSCHER HABERMANN, DE

Ref country code: DE

Ref legal event code: R081

Ref document number: 50008308

Country of ref document: DE

Owner name: ARDEX ANLAGEN GMBH, DE

Free format text: FORMER OWNER: GUTJAHR, WALTER, 64404 BICKENBACH, DE

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20170925

Year of fee payment: 18

Ref country code: DE

Payment date: 20170626

Year of fee payment: 18

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 50008308

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190402

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180930

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180930