ES2278909T3 - MULTI-PATH FLOOR ELEMENT. - Google Patents
MULTI-PATH FLOOR ELEMENT. Download PDFInfo
- Publication number
- ES2278909T3 ES2278909T3 ES02719630T ES02719630T ES2278909T3 ES 2278909 T3 ES2278909 T3 ES 2278909T3 ES 02719630 T ES02719630 T ES 02719630T ES 02719630 T ES02719630 T ES 02719630T ES 2278909 T3 ES2278909 T3 ES 2278909T3
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- Prior art keywords
- element according
- flat element
- layer
- plate
- light material
- 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
- E04F15/08—Flooring or floor layers composed of a number of similar elements only of stone or stone-like material, e.g. ceramics, concrete; of glass or with a top layer of stone or stone-like material, e.g. ceramics, concrete or glass
- E04F15/082—Flooring or floor layers composed of a number of similar elements only of stone or stone-like material, e.g. ceramics, concrete; of glass or with a top layer of stone or stone-like material, e.g. ceramics, concrete or glass with a top layer of stone or stone-like material, e.g. ceramics, concrete or glass in combination with a lower layer of other material
-
- 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
- E04F15/02005—Construction of joints, e.g. dividing strips
- E04F15/02016—Construction of joints, e.g. dividing strips with sealing elements between flooring elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6145—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
- E04B1/615—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element the connection made by expansion
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Ceramic Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Floor Finish (AREA)
- Laminated Bodies (AREA)
- Internal Circuitry In Semiconductor Integrated Circuit Devices (AREA)
- Apparatus For Radiation Diagnosis (AREA)
- Hybrid Cells (AREA)
- Road Signs Or Road Markings (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
Abstract
Description
Elemento de suelo multicapa.Multilayer floor element.
La invención concierne a un elemento plano para suelos que está configurado como una placa multicapa, estando dispuesta en su lado superior una delgada placa resistente a la compresión y a la abrasión y encontrándose debajo de esta placa una capa de material ligero resistente a la compresión, fijada por medio de una unión adhesiva, consistiendo la placa delgada resistente a la compresión y a la abrasión en piedra natural.The invention concerns a flat element for floors that is configured as a multilayer board, being arranged on its upper side a thin plate resistant to compression and abrasion and being under this plate a Compression-resistant lightweight material layer, fixed by means of an adhesive bond, the thin plate consisting of resistant to compression and abrasion in natural stone.
La invención está prevista especialmente para suelos que pueden volverse a retirar y que, por tanto, pueden utilizarse múltiples veces. En suelos nuevamente retirables y múltiplemente utilizables que se necesitan, por ejemplo, para exposiciones, no era posible hasta ahora configurar superficies de suelo planas y de muy buena calidad con alta capacidad de carga, especialmente empleando placas delgadas y, por tanto, ligeras de piedra natural.The invention is especially intended for soils that can be removed again and therefore can be used multiple times On newly removable floors and multiple usable that are needed, for example, to exhibitions, it was not possible until now to configure surfaces of flat and very good quality floors with high load capacity, especially using thin and therefore light plates of natural stone.
En el estado de la técnica se conocen ya suelos nuevamente retirables para revestimientos textiles. En este caso, el revestimiento deberá poder retirarse nuevamente del suelo en forma completa y sin que resulte dañado dicho revestimiento.Soils are already known in the state of the art again removable for textile coverings. In this case, the lining should be able to be removed again from the ground in complete form and without damaging said coating.
Según el documento DE 36 00 807 C2, se ha indicado para ello un procedimiento en el que en ambos lados de un material de soporte están dispuestas sendas capas de plástico, de las que al menos una es apta para pegamento, impermeable al pegamento y resistente al agua.According to document DE 36 00 807 C2, it has been indicated for this a procedure in which on both sides of a support material are arranged in plastic layers, of which at least one is suitable for glue, impervious to glue and waterproof.
Para la utilización bajo altas cargas y en exteriores es conocido el tendido de elementos de piedra, hormigón o cerámica en mortero o sobre zancos de apoyo. Según el documento DE 197 37 097 C2, se conoce un sistema de solado en el que se emplean placas de solado que se tienden individualmente yuxtapuestas o con ayuda de cuerpos ajustadores de unión y sobre las cuales se monta fijamente el revestimiento.For use under high loads and in exterior laying of stone, concrete elements is known or ceramic in mortar or on support stilts. According to document DE 197 37 097 C2, a flooring system is known in which they are used floor tiles that are individually laid out juxtaposed or with support of joint adjusting bodies and on which it is mounted staring the lining.
En el modo usual para lograr la resistencia necesaria, las placas de piedra natural son gruesas y pesadas y, por tanto, resultan engorrosas de transportar, por cuyo motivo no son adecuadas para un uso múltiple. Las placas de piedra natural en ejecuciones delgadas y, por tanto, fáciles de transportar han de ser pegadas sobre una capa inferior plana o tendidas en un lecho de mortero debido al riesgo de rotura de las mismas y, por tanto, no son tampoco adecuadas para un uso múltiple.In the usual way to achieve resistance necessary, natural stone slabs are thick and heavy and, therefore, they are cumbersome to transport, for which reason they do not They are suitable for multiple use. The natural stone plates in thin executions and therefore easy to transport must be glued on a flat bottom layer or lying on a bed of mortar due to the risk of breaking them and, therefore, not They are also not suitable for multiple use.
En los documentos US-A-4 855 177, DE 38 01 603 A1 y WO 00 67 999 A1 se describen cuerpos compuestos en los que una placa de piedra natural está provista de una capa de refuerzo. Sin embargo, estas disposiciones no son adecuadas para hacer posible una disposición segura y exacta de los elementos individuales formando una superficie de suelo.In the documents US-A-4 855 177, DE 38 01 603 A1 and WO 00 67 999 A1 describes composite bodies in which a plate Natural stone is provided with a reinforcement layer. Without However, these provisions are not adequate to make possible a safe and accurate arrangement of individual items forming a floor surface.
Asimismo, se conocen por el documento EP 0 252 434 A2 unas placas multicapa en las que está dispuesta en el lado superior una respectiva placa delgada resistente a la compresión y a la abrasión, debajo de la cual se encuentra una capa de material ligero resistente a la compresión, fijada por medio de una unión abrasiva. Es desventajoso en este caso el hecho de que los bordes de la placa resistente a la compresión y a la abrasión están fuertemente amenazados de rotura.They are also known by EP 0 252 434 A2 multi-layer plates on which it is arranged on the side upper a respective thin plate resistant to compression and abrasion, under which is a layer of material lightweight compression resistant, fixed by means of a joint abrasive It is disadvantageous in this case the fact that the edges of the compression and abrasion resistant plate are strongly threatened with breakage.
La invención se basa en el problema de indicar una configuración de suelo de alta resistencia con elementos individuales que puedan ser transportados con facilidad y de manera sencilla y que también puedan ser retirados nuevamente de manera sencilla y, por tanto, puedan ser utilizados múltiples veces.The invention is based on the problem of indicating a high strength floor configuration with elements individual that can be transported easily and in a way simple and can also be removed again so simple and, therefore, can be used multiple times.
Según la invención, la solución del problema se logra con un elemento de suelo que presenta las características indicadas en la reivindicación 1.According to the invention, the solution of the problem is achieved with a floor element that presents the characteristics indicated in claim 1.
En las reivindicaciones subordinadas se indican ejecuciones ventajosas.The subordinate claims indicate advantageous executions.
La invención presenta una serie de ventajas.The invention has a number of advantages.
Debido a la estructura multicapa de las placas individuales con una respectiva placa delgada en el lado superior y una respectiva capa de material ligero resistente a la compresión, pegada, dispuesta debajo de la placa anterior y constituida preferiblemente por material espumado, se logra la materialización de elementos de suelo ligeros con superficie de alta calidad y resistencia suficiente.Due to the multilayer structure of the plates individual with a respective thin plate on the upper side and a respective layer of lightweight compression resistant material, glued, arranged under the previous plate and constituted preferably by foamed material, materialization is achieved of lightweight floor elements with high quality surface and sufficient resistance
Debido a la disposición de ranuras periféricas en los bordes de la capa de material ligero y debido a la disposición de listones de unión en las ranuras entre respectivas placas multicapa tendidas contiguas una a otra se logran de manera sencilla tanto un afianzamiento de los elementos de suelo contra desplazamiento en la dirección de las junturas como una evitación de talones entre respectivas placas multicapa tendidas contiguas una a otra. Debido a la pegadura de una delgada armadura plana con alta resistencia y alto módulo de elasticidad entre la placa superior y la capa de material ligero se logra, incluso empleando placas muy delgadas y, por tanto, elementos de suelo muy ligeros, la materialización de una resistencia muy alta de los elementos de suelo que ofrece una resistencia suficiente a la rotura incluso bajo altos esfuerzos puntuales que se presenten, por ejemplo, al instalar estanterías o armarios apoyados por puntos, sin que sea necesario un tendido de los elementos de suelo en un lecho de mortero o una pegadura de los elementos de suelo con una capa inferior.Due to the arrangement of peripheral grooves at the edges of the layer of light material and due to the arrangement of connecting slats in the slots between respective multilayer plates lying next to each other are achieved so simple both a consolidation of the floor elements against displacement in the direction of the joints as an avoidance of heels between respective multilayer plates lying adjacent one to another. Due to the glue of a thin flat armor with high strength and high modulus of elasticity between the top plate and the layer of light material is achieved, even using very plates thin and therefore very light floor elements, the materialization of a very high resistance of the elements of ground that offers sufficient resistance to breakage even under high specific efforts that arise, for example, at install shelves or cabinets supported by points, without it being necessary laying of the floor elements in a bed of mortar or a glue of the soil elements with a layer lower.
Se explica seguidamente la invención con más detalle haciendo referencia a un ejemplo de realización. Muestran en los dibujos adjuntos:The invention is explained below with more detail referring to an embodiment example. Show in the attached drawings:
La figura 1, una sección a través de un elemento de suelo según la invención;Figure 1, a section through an element of soil according to the invention;
La figura 2, un listón de unión;Figure 2, a tie bar;
La figura 3, un fragmento de una disposición completa de un revestimiento de suelo; yFigure 3, a fragment of an arrangement complete with a floor covering; Y
La figura 4, un detalle del sitio de unión.Figure 4, a detail of the binding site.
La sección representada en la figura 1 a través de una placa multicapa según la invención muestra una placa delgada 1 de piedra natural en cuyo lado inferior está pegada de plano una tela de plástico reforzado con fibra de carbono, de pequeño espesor, en forma de una armadura plana 2, por medio de una resina epoxídica. La tela de plástico reforzado con fibra de carbono presenta un alto módulo de elasticidad en comparación con la placa de piedra natural; la resistencia a la tracción y a la compresión de la tela de plástico reforzado con fibra de carbono es netamente mayor que la resistencia a la compresión de la piedra natural. Debajo de la tela de plástico reforzado con fibra de carbono está pegada de plano una capa 4 de material espumado resistente a la compresión que está constituida por Styropor extruido e hidrofobizado. Mediante la estructura multicapa representada se logra, con pequeño peso de la placa multicapa, una alta resistencia a la tracción bajo flexión. Una ejecución conveniente prevé que la armadura 2 esté dispuesta dentro de la capa 4 de material ligero. La introducción de elementos de armadura puede realizarse también ventajosamente practicando en la capa 4 de material ligero unas hendiduras destinadas a recibir armaduras 2 en forma de tiras. Las hendiduras pueden practicarse ya antes de la unión con la placa delgada 1, por ejemplo en placas preconfeccionadas de material ligero, a fin de pegar posteriormente armaduras 4 de forma de tiras dentro de estas hendiduras.The section represented in figure 1 through of a multilayer plate according to the invention shows a thin plate 1 of natural stone whose bottom side is glued flat carbon fiber reinforced plastic fabric, small thickness, in the form of a flat reinforcement 2, by means of a resin epoxy. The carbon fiber reinforced plastic fabric It has a high modulus of elasticity compared to the plate of natural stone; tensile and compressive strength of The carbon fiber reinforced plastic fabric is clearly greater than the compressive strength of natural stone. Under the carbon fiber reinforced plastic fabric is glued flat a layer 4 of foamed material resistant to compression consisting of extruded Styropor e hydrophobicized Through the multilayer structure represented, achieves, with small weight of the multilayer plate, a high resistance to traction under flexion. A convenient execution foresees that the Armor 2 is disposed within layer 4 of lightweight material. The introduction of armor elements can also be performed advantageously practicing in layer 4 of light material some slits intended to receive 2 reinforcements in the form of strips. The slits can be practiced before joining the plate thin 1, for example in pre-assembled plates of material lightweight, so as to glue 4 strip-shaped reinforcements later Inside these crevices.
En los cuatro bordes de la capa 4 de material ligero de la placa de suelo cuadrada están dispuestas unas ranuras periféricas 3 que sirven para recibir unos listones de unión 9. Las placas pueden presentar longitudes de lado de 200 a 2200 mm y preferiblemente se emplean cuadrados con una longitud de lado de 300 a 500 mm y un espesor de 10 a 20 mm.On the four edges of layer 4 of material Light grooves of the square floor plate are arranged slots peripherals 3 which serve to receive connecting strips 9. The plates can have side lengths of 200 to 2200 mm and preferably squares with a side length of 300 are used at 500 mm and a thickness of 10 to 20 mm.
En la figura 2 se representa un listón de unión 9 de esta clase. El listón de unión 9 presenta al menos dos alas horizontales 9.1. La forma de realización representada en la figura 2 se asemeja a un perfil en T y presenta dos alas horizontales 9.1 y un ala vertical adicional 9.2. El espesor de las alas horizontales 9.1 es ligeramente menor que la anchura de las ranuras 3; en la dirección longitudinal del perfil están dispuestos en las alas horizontales 9.1 unos perfilados que sirven para aprisionar con seguridad dichas alas horizontales 9.1 dentro de las ranuras 3 y contribuir así a la unión de placas multicapa dispuestas contiguas una a otra. Para facilitar el ensamble es conveniente que los extremos de las alas horizontales 9.1 estén provistos de un bisel de configuración cónica. El ala vertical 9.2 sirve para mantener una anchura definida de las junturas de empalme entre las placas multicapa.Figure 2 shows a tie bar 9 of this class. The connecting strip 9 has at least two wings horizontal 9.1. The embodiment represented in the figure 2 resembles a T-profile and has two horizontal wings 9.1 and an additional vertical wing 9.2. The thickness of the horizontal wings 9.1 is slightly smaller than the width of the grooves 3; in the longitudinal direction of the profile are arranged on the wings horizontal 9.1 profiles that serve to imprison with safety said horizontal wings 9.1 within slots 3 and thus contribute to the union of adjacent multilayer plates to each other. To facilitate assembly it is convenient that ends of horizontal wings 9.1 are provided with a bevel of conical configuration The 9.2 vertical wing serves to maintain a defined width of splice joints between plates multilayer
La figura 3 muestra un fragmento isométricamente representado de una disposición completa de un suelo con varias placas multicapa unidas por medio de sendos listones de unión 9. Las placas multicapa están tendidas sobre una capa inferir plana; la placa inferior está constituida por una lámina inferior 8 con un solado fluido 7 de fraguado rápido vertido sobre ella. Sobre el solado fluido 7 está dispuesta una lámina superior 6. Para la limitación lateral del suelo está dispuesto un perfil angular metálico 5 de forma de L cuya ala horizontal está cubierta con el solado fluido 7. Debido a esta cubrición, el perfil angular 5 queda inmovilizado en la capa inferior. En el lado vuelto hacia el suelo el ala vertical del perfil angular 5 está provista de una banda de sellado compresible que impide que se salga mortero del marco. En la figura no se ha representado la unión mutua de los listones de unión 9, dispuestos en ambas direcciones de juntura, en los puntos de cruce de junturas existentes entre las placas multiplaca.Figure 3 shows an isometrically fragment represented of a complete layout of a floor with several multilayer plates joined by means of individual connecting slats 9. The multilayer plates are laid on a flat inferred layer; the bottom plate is constituted by a bottom sheet 8 with a 7 quick-setting fluid screed poured over it. About him fluid screed 7 is arranged a top sheet 6. For the lateral ground limitation an angular profile is arranged L-shaped metal 5 whose horizontal wing is covered with the fluid screed 7. Due to this covering, the angular profile 5 remains immobilized in the lower layer. On the side turned towards the ground the vertical wing of the angular profile 5 is provided with a band of compressible seal that prevents mortar from leaving the frame. In the figure has not represented the mutual union of the slats of junction 9, arranged in both directions of junction, at the points of junction of existing joints between the multi-plate plates.
La figura 4 ilustra un detalle de un sitio de unión en el que se encuentran en las superficies laterales de la capa 4 de material ligero unos carriles de fijación adicionales 10 que presentan una ranura en la que encajan las alas horizontales 9.1 de los listones de unión 9. Ventajosamente, las alas horizontales 9.1 están configuradas aquí en forma elástica por medio de una hendidura y están provistas, en su extremo, de unos engrosamientos que se encastran en entrantes socavados correspondientes practicados en las superficies interiores de los carriles de fijación y hacen posible así una unión de ajuste de forma, pero soltable, y se posibilita con ello una disposición de placas contiguas que sea segura y esté desprovista de rendijas.Figure 4 illustrates a detail of a site of junction where they are located on the lateral surfaces of the layer 4 of lightweight material additional fixing rails 10 that have a groove in which the horizontal wings fit 9.1 of the slats 9. Advantageously, the wings 9.1 horizontals are set here in elastic form by middle of a slit and are provided, at its end, with thickening that is embedded in undermined entrances corresponding practiced on the interior surfaces of the fixing rails and thus make possible an adjustment union of form, but releasable, and thus a provision of adjoining plates that are safe and devoid of slits.
Es posible también a este respecto que las alas verticales 9.2 estén provistas, en su lado superior, de un listón de canto 11 de color que esté hecho de un plástico elástico y que cumpla con tareas decorativas y mejore también el sellado. Aparte de la forma plana representada en la figura 4a, la superficie del listón de canto 11 puede estar también realzada, como se muestra en la figura 4b, o bien, como se muestra en la figura 4c, puede estar configurada en forma de una garganta hueca. Asimismo, es posible utilizar ejecuciones del listón de unión 9 sin ala vertical 9.1. En la figura 4d se representa esta forma de realización adecuada especialmente para su utilización en placas de terrazas en exteriores. El listón de unión 9 está constituido en este caso solamente por las dos alas horizontales 9.2, las cuales están provistas de orificios. Resulta así posible evacuar agua de las superficies de las placas, la cual puede penetrar entonces en la rendija existente entre placas contiguas y puede ser descargada a través del listón de unión 9.It is also possible in this respect that the wings vertical 9.2 are provided, on their upper side, with a ribbon of edge 11 of color that is made of an elastic plastic and that fulfill decorative tasks and also improve the sealing. Apart of the flat shape represented in figure 4a, the surface of the singing strip 11 may also be enhanced, as shown in Figure 4b, or, as shown in Figure 4c, may be configured in the form of a hollow throat. It is also possible use executions of the connecting strip 9 without vertical wing 9.1. In Figure 4d depicts this suitable embodiment especially for use on terrace plates in outside The connecting strip 9 is constituted in this case only by the two horizontal wings 9.2, which are provided with holes. It is thus possible to evacuate water from plate surfaces, which can then penetrate the existing gap between adjacent plates and can be discharged to through the tie bar 9.
- 1one
- Placa License plate
- 22
- Armadura Armor
- 33
- Ranura Groove
- 44
- Capa de material ligero Light material layer
- 55
- Perfil angular Angular profile
- 66
- Lámina superior Top sheet
- 77
- Solado fluido Fluid screed
- 88
- Lámina inferior Bottom sheet
- 99
- Listón de unión Tie bar
- 9.19.1
- Alas horizontales Horizontal wings
- 9.29.2
- Ala vertical To vertical
- 1010
- Carril de fijación Fixing rail
- 11eleven
- Listón de canto. Singing edge.
Claims (12)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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DE10114924 | 2001-03-26 | ||
DE10114924 | 2001-03-26 |
Publications (1)
Publication Number | Publication Date |
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ES2278909T3 true ES2278909T3 (en) | 2007-08-16 |
Family
ID=7679164
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ES02719630T Expired - Lifetime ES2278909T3 (en) | 2001-03-26 | 2002-02-15 | MULTI-PATH FLOOR ELEMENT. |
Country Status (7)
Country | Link |
---|---|
US (1) | US20040144050A1 (en) |
EP (1) | EP1373658B1 (en) |
CN (1) | CN1219958C (en) |
AT (1) | ATE348927T1 (en) |
DE (6) | DE10201905B4 (en) |
ES (1) | ES2278909T3 (en) |
WO (1) | WO2002077389A1 (en) |
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DE502004010666D1 (en) * | 2003-09-18 | 2010-03-11 | Peter Kellner | Multilayer floor element with grooves for connecting strips |
DE10344755A1 (en) * | 2003-09-25 | 2005-04-14 | Peter Kellner | Floor plate comprises a carrier layer consisting of particulate polypropylene foam, and a top layer, in particular, of natural stone joined to the carrier layer so that it stands back from its edge at least on two sides |
DE10355788B4 (en) * | 2003-11-26 | 2008-02-07 | Meyer, Hans | Plate for use in a laying system, in particular for the production of a floor covering and method for producing the same |
DE202004002966U1 (en) * | 2004-02-26 | 2004-05-13 | Natursteinwerk Rinsche Gmbh | Natural stone slab floor in loose laying |
US20070151186A1 (en) * | 2005-12-29 | 2007-07-05 | Hanks Jeffrey A | Protective wall panel assembly |
CN100400779C (en) * | 2006-03-02 | 2008-07-09 | 江苏丰彩新型建材有限公司 | Outer wall heat insulating and decorating plate and its construction process |
DE102008044803B8 (en) | 2008-08-28 | 2014-08-28 | Peter Kellner | A flooring system |
US10060139B2 (en) | 2013-07-09 | 2018-08-28 | Ceraloc Innovation Ab | Mechanical locking system for floor panels |
US10041258B2 (en) | 2013-10-25 | 2018-08-07 | Ceraloc Innovation Ab | Mechanical locking system for floor panels |
EP3246480A1 (en) * | 2016-05-20 | 2017-11-22 | HILTI Aktiengesellschaft | Thermal and acoustic insulating and sealing system for a safing slot in a curtain wall |
CA3067719A1 (en) * | 2017-07-11 | 2019-01-17 | Johnson Technologies Corporation | Therapy platform anti-fatigue matting |
DE102018000247A1 (en) * | 2018-01-15 | 2019-07-18 | Dieter Preissing | Arrangement for the production of a wall cladding or a floor covering |
EP3807475B1 (en) | 2018-06-13 | 2023-11-15 | Ceraloc Innovation AB | A flooring system provided with a connecting system and an associated connecting device |
CN111719701A (en) * | 2020-06-14 | 2020-09-29 | 胡令江 | Wall detachable assembled building |
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DE3801603A1 (en) * | 1988-01-21 | 1989-07-27 | Guenter Weidenschlager | Process for producing composites comprising a layer of natural stone and a reinforcing layer |
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DE29803708U1 (en) * | 1997-10-04 | 1998-05-28 | Shen Technical Company Ltd., Nikosia | Panel, in particular for floor coverings |
EP0972893A1 (en) * | 1998-07-13 | 2000-01-19 | Headline Sport- en Balletvloeren B.V. | Sports floor |
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US20020083671A1 (en) * | 2000-12-05 | 2002-07-04 | Arne Clausen | Mould resistant decorative panel |
-
2002
- 2002-01-19 DE DE10201905A patent/DE10201905B4/en not_active Expired - Fee Related
- 2002-02-15 DE DE20208589U patent/DE20208589U1/en not_active Expired - Lifetime
- 2002-02-15 EP EP02719630A patent/EP1373658B1/en not_active Expired - Lifetime
- 2002-02-15 DE DE20213565U patent/DE20213565U1/en not_active Expired - Lifetime
- 2002-02-15 ES ES02719630T patent/ES2278909T3/en not_active Expired - Lifetime
- 2002-02-15 WO PCT/DE2002/000555 patent/WO2002077389A1/en active IP Right Grant
- 2002-02-15 DE DE20220416U patent/DE20220416U1/en not_active Expired - Lifetime
- 2002-02-15 AT AT02719630T patent/ATE348927T1/en active
- 2002-02-15 CN CNB028072804A patent/CN1219958C/en not_active Expired - Fee Related
- 2002-02-15 US US10/473,026 patent/US20040144050A1/en not_active Abandoned
- 2002-02-15 DE DE10291243T patent/DE10291243D2/en not_active Expired - Fee Related
- 2002-02-15 DE DE50209011T patent/DE50209011D1/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
DE10291243D2 (en) | 2004-04-15 |
ATE348927T1 (en) | 2007-01-15 |
EP1373658B1 (en) | 2006-12-20 |
DE20220416U1 (en) | 2003-10-16 |
CN1219958C (en) | 2005-09-21 |
DE20208589U1 (en) | 2002-10-02 |
DE20213565U1 (en) | 2003-01-23 |
WO2002077389A1 (en) | 2002-10-03 |
EP1373658A1 (en) | 2004-01-02 |
DE10201905A1 (en) | 2003-05-15 |
CN1500170A (en) | 2004-05-26 |
DE50209011D1 (en) | 2007-02-01 |
US20040144050A1 (en) | 2004-07-29 |
DE10201905B4 (en) | 2004-07-08 |
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