EP0463933B1 - Underlayer to lay slabs or tiling - Google Patents

Underlayer to lay slabs or tiling Download PDF

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Publication number
EP0463933B1
EP0463933B1 EP91401646A EP91401646A EP0463933B1 EP 0463933 B1 EP0463933 B1 EP 0463933B1 EP 91401646 A EP91401646 A EP 91401646A EP 91401646 A EP91401646 A EP 91401646A EP 0463933 B1 EP0463933 B1 EP 0463933B1
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EP
European Patent Office
Prior art keywords
tiling
slab
concrete
tiles
concrete slab
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EP91401646A
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German (de)
French (fr)
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EP0463933A1 (en
Inventor
Bruno Fabvier
Claude Gerby
Jean-Claude Maillet
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Siplast SA
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Siplast SA
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/22Resiliently-mounted floors, e.g. sprung floors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements

Definitions

  • the present invention relates to an underlay suitable for the direct laying of tiles on a support slab, in particular in prestressed concrete.
  • British patent GB-A-445,811 illustrates a bonding sub-layer between a concrete slab or support, if necessary prestressed, and a covering surface formed by tiles or the like, in which the concrete surface is arranged and tiles a composite thickness consisting of bituminous felt, an asphalt coating, a thin layer of bitumen and finally a dispersion of particles of cork or similar material, with a granular coating of the sand type or other, realizing hanging of cork particles on the lower surface of the tiles.
  • Such an embodiment aims to ensure a better connection between the concrete support and the layer of tiles by providing a more resistant and better insulating assembly, in particular from an acoustic point of view.
  • a structure is complex, difficult to implement and does not make it possible to withstand the shear stresses at the interface between this support and the layer, making it possible to eliminate the drawbacks which arise from the inevitable withdrawal of the support from concrete.
  • FR-A- 2,378,918 also describes an underlay between a concrete support slab and a covering surface formed of tiles, with a bonding mortar incorporating a certain amount of resin between these two elements. . Nevertheless and here again, the result obtained is not perfectly satisfactory, the phonic and thermal improvement created not making it possible to limit the shear stresses created, the modulus of elasticity of the intermediate layer being non-negligible.
  • the subject of the present invention is a sub-layer for laying tiles or the like, which avoids the drawbacks of conventional solutions, by allowing both easy laying of this tile by means of an appropriate bonding substance. and a satisfactory weakening of the shear stress at the interface between the underlay and the tiling.
  • the considered underlayer suitable in particular for being disposed between a concrete or prestressed concrete slab or support and a covering surface formed by the adjoining tiles and juxtaposed with a tiling or the like, consisting of a bituminous material on which is laid a thin layer of a bonding mortar, on which the tile is then directly laid, is characterized in that the bituminous material is a fluxed bitumen having a low modulus of elasticity, suitable for constituting a zone breaking or weakening for the transmission of stresses from the slab to the tiling and is coated on its face receiving the thin layer of bonding mortar with a dispersion of a mineral granule, of the diorite, quartzite, silica or similar type .
  • the bituminous material has in its face coming into contact with the concrete slab, a thin adhesive layer, facilitating its connection with the surface of the slab.
  • the thin adhesive layer can be coated with a non-stick protective protective film of plastic, of the polyethylene type or of silicone paper, capable of being removed from the adhesive layer before application. of the layer of bituminous material on the concrete slab. If necessary, an intermediate layer can be placed between the slab and the layer of bituminous material.
  • the material of the underlay consists of a bonding mortar incorporating in a suitable proportion an emulsion of a resin, the latter comprising cement in a given proportion, allowing the absorption of the excess water by hydration reaction of this cement, thus facilitating the laying of tiles.
  • the resin used is a resin formed from an acrylovinyl copolymer.
  • the reference 1 designates the upper part of a reinforced or prestressed concrete slab intended in particular to constitute the floor of a dwelling house or a similar room, with placement on top of the slab of a covering of tiling 2 consisting, in itself quite classic, of contiguous and juxtaposed tiles 3.
  • a thick layer 4 is deposited on the slab 1 a mortar screed, in which the tiles are sealed by being placed one by one on the surface of the screed, juxtaposing them according to the design of the tiling to be produced and the relative dimensions of these tiles.
  • the tiles have in their face coming into contact with the sealing mortar an uneven and in particular non-planar surface 5, in order to facilitate the creep of the mortar in the hollow parts thus presented and perfectly secure each tile of the screed ensuring perfect horizontality of the coating.
  • the tiling is carried out on the concrete slab by interposing between them a resilient underlay 7, on which the tiles 3 can be directly bonded according to the usual technique, and of which Figures 2 and 3 respectively illustrate two alternative embodiments.
  • the resilient sub-layer 7 is constituted by a bituminous material 8 and in particular an appropriate fluxed bitumen, presented in plates or in rolls and which can thus be directly placed on the concrete slab 1.
  • the bitumen layer comprises in its surface directed towards the tiling a coating 9 of a mineral granule, of the diorite, quartzite, silica or other kind, allowing good adhesion on the thin layer 10 of a conventional adhesive mortar, on which the tiles 3 of the tile 2 are then arranged, in accordance with usual practice.
  • the sub-layer 7 comprises, under the bitumen layer 8, an adhesive coating 11 which facilitates the placing on the concrete slab 1 and the joining with the latter of the deposited layer.
  • the adhesive coating can be protected by a plastic film (not shown) made of polyethylene or silicone paper, this film being removed before the bitumen layer is placed on the slab.
  • the sub-layer 7 consists of a thickness 12 of a flexible bonding mortar within which is dispersed an appropriate quantity of a polymerizable resin, in particular of the acrylovinyl copolymer type, to which is also added a certain amount of cement, the latter contributing on the one hand to the absorption of excess water in the underlay by hydration of the cement, and also to the fixing of the tiling.
  • a polymerizable resin in particular of the acrylovinyl copolymer type
  • cement also added a certain amount of cement
  • a resilient underlay is thus produced allowing the easy and safe installation of a tile on a concrete slab, the characteristics of which make it possible to significantly weaken or even eliminate the shear stresses at the interface between this tile. and the undercoat, and consequently to overcome the disadvantages which result from an indefinite withdrawal of the concrete.
  • Such an undercoat has a reduced cost price and is very easy to use at the same time as it makes it possible to fix the tiles using the faster and more efficient gluing process, especially when the size of the tiles becomes large.

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

Abstract

Underlayer, capable especially of being disposed between a slab or support, made of concrete or prestressed concrete, and a covering surface formed by contiguous and juxtaposed flagstones of a tiling or the like. According to the invention, the underlayer in question is characterised in that it consists of a material (8, 12) having a low modulus of elasticity, suitable for constituting a zone of fracture or of weakness in order to transmit the stresses from the slab (1) to the tiling (2). The material of the underlayer may be especially a bitumen or a bonding mortar incorporating a polymerisable resin to which cement has been added. <IMAGE>

Description

La présente invention est relative à une sous-couche adaptée à la pose directe de carreaux ou carrelages sur une dalle de support, notamment en béton précontraint.The present invention relates to an underlay suitable for the direct laying of tiles on a support slab, in particular in prestressed concrete.

Lors de la construction de locaux, en particulier à usage d'habitation ou autres, il est fréquent d'équiper les rez-de-chaussée des bâtiments sur tout ou partie de leur surface avec du carrelage.When building premises, in particular for residential or other use, it is common to equip the ground floors of buildings on all or part of their surface with tiling.

Or, l'expérience montre que, sans précaution particulière, notamment si le retrait du béton après coulée de la dalle formant support, n'est pas complètement achevé, des désordres apparaissent. Ils consistent en un décollement ou une fissuration du carrelage.However, experience shows that, without any particular precaution, in particular if the removal of the concrete after pouring of the slab forming the support, is not completely completed, disorders appear. They consist of detachment or cracking of the tiles.

Il est fréquent que, fixé à nouveau, le carrelage se désolidarise une nouvelle fois de son support apportant ainsi la preuve qu'il se passe à l'interface carrelage dalle des phénomènes physiques que le mortier de carrelage ne peut absorber. Même si la dalle est recouverte d'une chape de mortier d'épaisseur notable dans laquelle sont scellés les carreaux, on démontre par un modèle mathématique que le retrait du béton se traduit à l'interface entre la chape et le carrelage par une contrainte de cisaillement.It is frequent that, fixed again, the tiling is detached once again from its support thus bringing the proof that it occurs at the tiling interface slab of the physical phenomena that the tiling mortar cannot absorb. Even if the slab is covered with a thick mortar screed in which the tiles are sealed, it is demonstrated by a mathematical model that the shrinkage of the concrete results in the interface between the screed and the tiling by a stress of shear.

Cet effet préjudiciable est moins sensible lorsque les carreaux sont scellés dans une chape de mortier, mais la construction ne permet pas toujours de disposer au-dessus de la dalle d'une épaisseur libre acceptable.This harmful effect is less noticeable when the tiles are sealed in a mortar screed, but the construction does not always make it possible to have an acceptable free thickness above the slab.

L'effet préjudiciable est plus perceptible lorsque les carreaux ne sont plus scellés mais simplement collés notamment au moyen d'une couche de collage, en mortier colle disposée au-dessus de la dalle de béton, et cela d'autant plus que les carreaux sont de plus grande dimension.The detrimental effect is more noticeable when the tiles are no longer sealed but simply glued, in particular by means of a bonding layer, in adhesive mortar placed above the concrete slab, and all the more so since the tiles are larger.

La mise en place des carreaux par collage constituerait un procédé plus satisfaisant en raison de la rapidité de pose qu'il procure. Cependant, dans l'état actuel des règles de l'art (Cahiers de prescriptions techniques), la pose par collage est interdite sur de nombreux supports en béton ou béton précontraint, en particulier sur les dalles des maisons individuelles pour limiter des dommages quasi systématiques.The installation of the tiles by gluing would constitute a more satisfactory process because of the speed of laying that it provides. However, in the current state of the art (Technical specifications), installation by gluing is prohibited on many concrete or prestressed concrete substrates, in particular on the slabs of individual houses to limit almost systematic damage .

Or, lorsque la dimension des carreaux augmente, le scellement devient une pratique impossible, on ne peut, en effet, obtenir une assise parfaite du carreau de grande dimension par battage, sans risque de le briser, ce qui rend plus nécessaire encore la mise au point d'une technique de collage telle que la propose la présente invention.However, when the size of the tiles increases, sealing becomes an impossible practice, one cannot, in fact, obtain a perfect seating of the large tile by threshing, without the risk of breaking it, which makes it even more necessary to point of a bonding technique as proposed by the present invention.

Le brevet britannique GB-A- 445 811 illustre une sous-couche de liaison entre une dalle ou support en béton, le cas échéant précontraint, et une surface de revêtement formée par des carreaux ou similaires, dans laquelle on dispose entre la surface de béton et les carreaux une épaisseur composite constituée d'un feutre bitumineux, d'un revêtement d'asphalte, d'une couche mince de bitume et enfin d'une dispersion de particules de liège ou matériau analogue, avec un revêtement granulaire du genre sable ou autre, réalisant un accrochage des particules de liège sur la surface inférieure des carreaux.British patent GB-A-445,811 illustrates a bonding sub-layer between a concrete slab or support, if necessary prestressed, and a covering surface formed by tiles or the like, in which the concrete surface is arranged and tiles a composite thickness consisting of bituminous felt, an asphalt coating, a thin layer of bitumen and finally a dispersion of particles of cork or similar material, with a granular coating of the sand type or other, realizing hanging of cork particles on the lower surface of the tiles.

Une telle réalisation vise à assurer une meilleure liaison entre le support en béton et la couche de carreaux en procurant un ensemble mieux résistant et mieux isolant, notamment d'un point de vue acoustique. Toutefois, une telle structure est complexe, difficile à mettre en oeuvre et ne permet pas d'encaisser les contraintes de cisaillement à l'interface entre ce support et la couche, en permettant d'éliminer les inconvénients qui découlent du retrait inéluctable du support de béton.Such an embodiment aims to ensure a better connection between the concrete support and the layer of tiles by providing a more resistant and better insulating assembly, in particular from an acoustic point of view. However, such a structure is complex, difficult to implement and does not make it possible to withstand the shear stresses at the interface between this support and the layer, making it possible to eliminate the drawbacks which arise from the inevitable withdrawal of the support from concrete.

Le FR-A- 2.378.918 décrit également une sous-couche entre une dalle de support en béton et une surface de revêtement formée de carreaux, avec mise en place entre ces deux éléments d'un mortier de collage incorporant une certaine quantité de résine. Néanmoins et là encore, le résultat obtenu n'est pas parfaitement satisfaisant, l'amélioration phonique et thermique créée ne permettant pas de limiter les contraintes de cisaillement créées, le module d'élasticité de la couche intermédiaire étant non négligeable.FR-A- 2,378,918 also describes an underlay between a concrete support slab and a covering surface formed of tiles, with a bonding mortar incorporating a certain amount of resin between these two elements. . Nevertheless and here again, the result obtained is not perfectly satisfactory, the phonic and thermal improvement created not making it possible to limit the shear stresses created, the modulus of elasticity of the intermediate layer being non-negligible.

La présente invention a pour objet une sous-couche pour la pose de carreaux ou d'un carrelage analogue, qui évite les inconvénients des solutions classiques, en permettant à la fois une pose facile de ce carrelage au moyen d'une substance de collage appropriée et un affaiblissement satisfaisant de la contrainte de cisaillement à l'interface entre la sous-couche et le carrelage.The subject of the present invention is a sub-layer for laying tiles or the like, which avoids the drawbacks of conventional solutions, by allowing both easy laying of this tile by means of an appropriate bonding substance. and a satisfactory weakening of the shear stress at the interface between the underlay and the tiling.

A cet effet et dans un premier mode de réalisation, la sous-couche de liaison considérée, apte notamment à être disposée entre une dalle ou support en béton ou béton précontraint et une surface de revêtement formée par les carreaux jointifs et juxtaposés d'un carrelage ou analogue, constituée par un matériau bitumineux sur lequel est disposée une couche mince d'un mortier de collage, sur laquelle est ensuite directement posé le carrelage, se caractérise en ce que le matériau bitumineux est un bitume fluxé présentant un faible module d'élasticité, propre à constituer une zone de rupture ou d'affaiblissement pour la transmission des contraintes de la dalle vers le carrelage et est revêtu sur sa face recevant la couche mince de mortier de collage d'une dispersion d'un granulé minéral, du type diorite, quartzite, silice ou analogue.To this end and in a first embodiment, the considered underlayer, suitable in particular for being disposed between a concrete or prestressed concrete slab or support and a covering surface formed by the adjoining tiles and juxtaposed with a tiling or the like, consisting of a bituminous material on which is laid a thin layer of a bonding mortar, on which the tile is then directly laid, is characterized in that the bituminous material is a fluxed bitumen having a low modulus of elasticity, suitable for constituting a zone breaking or weakening for the transmission of stresses from the slab to the tiling and is coated on its face receiving the thin layer of bonding mortar with a dispersion of a mineral granule, of the diorite, quartzite, silica or similar type .

Selon une caractéristique complémentaire, le matériau bitumineux comporte dans sa face venant au contact de la dalle de béton, une couche mince adhésive, facilitant sa liaison avec la surface de la dalle.According to an additional characteristic, the bituminous material has in its face coming into contact with the concrete slab, a thin adhesive layer, facilitating its connection with the surface of the slab.

Par ailleurs et de façon en elle-même connue, la couche mince adhésive peut être revêtue d'un film de protection anti-adhérent en plastique, du type polyéthylène ou en papier siliconé, apte à être retiré de la couche d'adhésif avant application de la couche de matériau bitumineux sur la dalle de béton. Le cas échéant, une couche intermédiaire peut être disposée entre la dalle et la couche en matériau bitumineux.Furthermore and in a manner known per se, the thin adhesive layer can be coated with a non-stick protective protective film of plastic, of the polyethylene type or of silicone paper, capable of being removed from the adhesive layer before application. of the layer of bituminous material on the concrete slab. If necessary, an intermediate layer can be placed between the slab and the layer of bituminous material.

Dans un autre mode de réalisation, le matériau de la sous-couche est constitué par un mortier de collage incorporant dans une proportion convenable une émulsion d'une résine, celle-ci comportant du ciment dans une proportion donnée, permettant l'absorption de l'eau excédentaire par réaction d'hydratation de ce ciment, en facilitant ainsi la pose du carrelage. Avantageusement, la résine utilisée est une résine formée d'un copolymère acrylovinylique.In another embodiment, the material of the underlay consists of a bonding mortar incorporating in a suitable proportion an emulsion of a resin, the latter comprising cement in a given proportion, allowing the absorption of the excess water by hydration reaction of this cement, thus facilitating the laying of tiles. Advantageously, the resin used is a resin formed from an acrylovinyl copolymer.

D'autres caractéristiques d'une sous-couche pour la pose de carreaux ou carrelages sur un dalle de béton précontraint apparaîtront encore à travers la description qui suit de deux exemples de réalisation, donnés à titre indicatif et non limitatif, en référence au dessin annexé sur lequel :

  • La Figure 1 est une vue en coupe et en perspective partielle d'une dalle de béton recouverte d'une surface en carrelage, celui-ci étant mis en place selon la pratique habituelle.
  • Les Figures 2 et 3 sont des vues également en coupe et en perspective partielle de sous-couches résilientes selon l'invention, correspondant à deux variantes de réalisation de cette dernière.
Other characteristics of an underlay for laying tiles on a prestressed concrete slab will become more apparent from the following description of two exemplary embodiments, given by way of non-limiting indication, with reference to the appended drawing in which:
  • Figure 1 is a sectional view in partial perspective of a concrete slab covered with a tiled surface, the latter being put in place according to usual practice.
  • Figures 2 and 3 are views also in section and in partial perspective of resilient underlayers according to the invention, corresponding to two alternative embodiments of the latter.

Sur la Figure 1, la référence 1 désigne la partie supérieure d'une dalle en béton armé ou précontraint destinée notamment à constituer le plancher d'une maison d'habitation ou d'un local analogue, avec mise en place sur le dessus de la dalle d'un revêtement de carrelage 2 constitué, de façon en soi tout à fait classique, de carreaux jointifs et juxtaposés 3. Selon la pratique habituelle pour la pose d'un tel carrelage, on dépose sur la dalle 1 une couche épaisse 4 constituant une chape en mortier, dans laquelle les carreaux sont scellés en étant placés un par un à la surface de la chape, en les juxtaposant selon le dessin du carrelage à réaliser et les dimensions relatives de ces carreaux. De façon classique, les carreaux comportent dans leur face venant en contact avec le mortier de scellement une surface 5 non régulière et en particulier non plane, afin de faciliter le fluage du mortier dans les parties en creux ainsi présentées et solidariser parfaitement chaque carreau de la chape en assurant une parfaite horizontalité du revêtement.In Figure 1, the reference 1 designates the upper part of a reinforced or prestressed concrete slab intended in particular to constitute the floor of a dwelling house or a similar room, with placement on top of the slab of a covering of tiling 2 consisting, in itself quite classic, of contiguous and juxtaposed tiles 3. According to the usual practice for the laying of such a tiling, a thick layer 4 is deposited on the slab 1 a mortar screed, in which the tiles are sealed by being placed one by one on the surface of the screed, juxtaposing them according to the design of the tiling to be produced and the relative dimensions of these tiles. Conventionally, the tiles have in their face coming into contact with the sealing mortar an uneven and in particular non-planar surface 5, in order to facilitate the creep of the mortar in the hollow parts thus presented and perfectly secure each tile of the screed ensuring perfect horizontality of the coating.

On constate cependant, pour les raisons déjà précisées, que si le retrait du béton de la dalle 1 n'est pas achevé de façon pratiquement complète, se produit à l'interface entre le carrelage 2 et la chape de mortier 4, des contraintes de cisaillement qui sont d'autant plus importantes que l'épaisseur de la chape est plus faible et surtout que les efforts de compression créés dans la dalle de béton consécutivement au retrait de ce dernier, sont plus grands. Or, selon les nécessités de la construction, il n'est pas toujours possible de réserver au-dessus de la dalle une hauteur de seuil suffisante pour la mise en place d'une chape épaisse. En outre, dans un souci de rentabilité de l'opération, il est préférable de procéder à la mise en place du carrelage en utilisant une technique de collage des carreaux, ceci d'autant plus que les dimensions de ces derniers sont elles-mêmes importantes. Dans ces conditions, les contraintes de cisaillement se produisent à l'interface 6 entre la chape et le carrelage 2 et deviennent telles qu'elles dépassent la résistance du mortier de collage utilisé dans une telle technique, en produisant inéluctablement des soulèvements ou fissures du carrelage qui se décolle du mortier, la libération des contraintes pouvant en outre s'accompagner d'un bruit d'explosion particulièrement gênant.However, it is noted, for the reasons already specified, that if the removal of the concrete from the slab 1 is not completed in a substantially complete manner, occurs at the interface between the tiling 2 and the mortar screed 4, constraints of shear which are all the more important as the thickness of the screed is lower and especially that the compressive forces created in the concrete slab following the withdrawal of the latter, are greater. However, depending on the requirements of the construction, it is not always possible to reserve above the slab a threshold height sufficient for the installation of a thick screed. In addition, for the sake of profitability of the operation, it is preferable to proceed with the installation of the tiling using a technique of gluing the tiles, all the more so since the dimensions of the latter are themselves important. . Under these conditions, the shear stresses occur at the interface 6 between the screed and the tiling 2 and become such that they exceed the resistance of the bonding mortar used in such a technique, inevitably producing uplifts or cracks in the tiling. which comes off the mortar, the release of stresses which can also be accompanied by a particularly annoying explosion noise.

Conformément à l'invention, on réalise la mise en place du carrelage sur la dalle de béton en interposant entre eux une sous-couche résiliente 7, sur laquelle les carreaux 3 peuvent être directement collés selon la technique habituelle, et dont les Figures 2 et 3 illustrent respectivement deux variantes de réalisation.According to the invention, the tiling is carried out on the concrete slab by interposing between them a resilient underlay 7, on which the tiles 3 can be directly bonded according to the usual technique, and of which Figures 2 and 3 respectively illustrate two alternative embodiments.

Dans l'exemple illustré sur la Figure 2, la sous-couche résiliente 7 est constituée par un matériau bitumineux 8 et notamment un bitume fluxé approprié, présenté en plaques ou en rouleaux et qui peut être ainsi directement mis en place sur la dalle de béton 1. Avantageusement, la couche de bitume comporte dans sa surface dirigée vers le carrelage un revêtement 9 d'un granulé minéral, du genre diorite, quartzite, silice ou autre, permettant un bon accrochage sur la couche d'une faible épaisseur 10 d'un mortier de collage classique, sur laquelle les carreaux 3 du carrelage 2 sont ensuite disposés, conformément à la pratique habituelle. De préférence également, la sous-couche 7 comporte, sous la couche de bitume 8, un revêtement adhésif 11 qui facilite la mise en place sur la dalle de béton 1 et la solidarisation avec celle-ci de la couche déposée. De façon habituelle, le revêtement adhésif peut être protégé par un film plastique (non représenté) en polyéthylène ou en papier siliconé, ce film étant retiré avant la mise en place de la couche de bitume sur la dalle.In the example illustrated in FIG. 2, the resilient sub-layer 7 is constituted by a bituminous material 8 and in particular an appropriate fluxed bitumen, presented in plates or in rolls and which can thus be directly placed on the concrete slab 1. Advantageously, the bitumen layer comprises in its surface directed towards the tiling a coating 9 of a mineral granule, of the diorite, quartzite, silica or other kind, allowing good adhesion on the thin layer 10 of a conventional adhesive mortar, on which the tiles 3 of the tile 2 are then arranged, in accordance with usual practice. Preferably also, the sub-layer 7 comprises, under the bitumen layer 8, an adhesive coating 11 which facilitates the placing on the concrete slab 1 and the joining with the latter of the deposited layer. Usually, the adhesive coating can be protected by a plastic film (not shown) made of polyethylene or silicone paper, this film being removed before the bitumen layer is placed on the slab.

Dans la variante illustrée sur la Figure 3, la sous-couche 7 est constituée par une épaisseur 12 d'un mortier de collage souple au sein de laquelle est dispersée une quantité appropriée d'une résine polymérisable, notamment du genre copolymère acrylovinylique, à laquelle est en outre ajoutée un certaine quantité de ciment, ce dernier contribuant d'une part à l'absorption de l'eau excédentaire dans la sous-couche par hydratation du ciment, et également à la fixation du carrelage. En effet, la pose de ce dernier à l'aide de la seule résine, poserait un problème de l'évacuation de l'eau d'émulsion qui resterait prisonnière entre le support et le carrelage et ne pourrait s'évacuer qu'au bout d'un temps très long, non compatible avec les contraintes de mise en oeuvre habituelles.In the variant illustrated in Figure 3, the sub-layer 7 consists of a thickness 12 of a flexible bonding mortar within which is dispersed an appropriate quantity of a polymerizable resin, in particular of the acrylovinyl copolymer type, to which is also added a certain amount of cement, the latter contributing on the one hand to the absorption of excess water in the underlay by hydration of the cement, and also to the fixing of the tiling. Indeed, the installation of the latter using only resin, would pose a problem of the evacuation of the emulsion water which would remain trapped between the support and the tiling and could not be evacuated until the end. a very long time, not compatible with the usual implementation constraints.

On réalise ainsi une sous-couche résiliente permettant la pose facile et sûre d'un carrelage sur une dalle de béton, dont les caractéristiques permettent d'affaiblir de façon significative, voire d'éliminer les contraintes de cisaillement à l'interface entre ce carrelage et la sous-couche, et par suite de s'affranchir des inconvénients qui résultent d'un retrait non définitif du béton. Une telle sous-couche est d'un prix de revient réduit et présente une grande facilité d'emploi en même temps qu'elle permet de fixer le carrelage par le procédé de collage plus rapide et plus efficace, surtout lorsque la dimension des carreaux devient importante.A resilient underlay is thus produced allowing the easy and safe installation of a tile on a concrete slab, the characteristics of which make it possible to significantly weaken or even eliminate the shear stresses at the interface between this tile. and the undercoat, and consequently to overcome the disadvantages which result from an indefinite withdrawal of the concrete. Such an undercoat has a reduced cost price and is very easy to use at the same time as it makes it possible to fix the tiles using the faster and more efficient gluing process, especially when the size of the tiles becomes large.

Claims (5)

  1. Connecting substrate capable of being arranged, in particular, between a concrete or prestressed concrete slab or base and a covering surface formed by the joined juxtaposed tiles of tiling or the like, consisting of a bituminous material (8) on which there is arranged a thin layer (10) of an adhesive mortar, on which the tiling (2) is then placed directly, characterised in that the bituminous material is a fluxed bitumen having a low modulus of elasticity capable of forming a breakage or weakened region for the transmission of stresses from the slab (1) to the tiling (2) and is covered on its face receiving the thin layer of adhesive mortar with a dispersion of mineral pellets (9) of the diorite, quartzite, silica or similar type.
  2. Connecting substrate according to claim 1, characterised in that the fluxed bitumen (8) contains, in its face coming into contact with the concrete slab (1), a thin adhesive layer (11) facilitating its connection to the surface of the slab.
  3. Connecting substrate according to claim 2, characterised in that the thin adhesive layer (11) is covered with a non-adhesive protective film of polyethylene-type plastic or of silicone-coated paper capable of being removed from the adhesive layer before application of the substrate of bituminous material to the concrete slab.
  4. Connecting substrate capable of being arranged, in particular, between a concrete or prestressed concrete slab or base and a covering surface formed by the joined juxtaposed tiles of tiling or the like, consisting of a flexible adhesive mortar (12) incorporating an emulsion of a polymerisable resin, characterised in that the resin contains, in part, cement allowing the absorption of supernatant water in the substrate by a hydration reaction.
  5. Connecting substrate according to claim 4, characterised in that the resin is an acrylovinyl copolymer.
EP91401646A 1990-06-25 1991-06-18 Underlayer to lay slabs or tiling Expired - Lifetime EP0463933B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9007950 1990-06-25
FR9007950A FR2663663B1 (en) 1990-06-25 1990-06-25 UNDERCOAT FOR LAYING TILES OR TILES.

Publications (2)

Publication Number Publication Date
EP0463933A1 EP0463933A1 (en) 1992-01-02
EP0463933B1 true EP0463933B1 (en) 1995-03-29

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EP91401646A Expired - Lifetime EP0463933B1 (en) 1990-06-25 1991-06-18 Underlayer to lay slabs or tiling

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EP (1) EP0463933B1 (en)
AT (1) ATE120513T1 (en)
DE (2) DE69108459T2 (en)
ES (1) ES2027941T3 (en)
FR (1) FR2663663B1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2776691B1 (en) * 1998-03-25 2000-06-16 Miodrag Novakovic COVERING PANELS, ESPECIALLY FLOOR, AND COATING FORMED BY SUCH PANELS
FR2795114B1 (en) * 1999-06-17 2003-03-28 Axter METHOD OF LAYING ON A SUPPORT OF A COATING IN THE FORM OF PLATES
WO2016091879A1 (en) * 2014-12-11 2016-06-16 Tarkett Gdl Multilayer floor covering with sheet-type sensor
CN110005169A (en) * 2019-04-12 2019-07-12 中国启源工程设计研究院有限公司 A kind of cracking resistance process with stressed seamless terrace

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB445811A (en) * 1935-03-29 1936-04-20 Richard Lattorf An improved method of surfacing floors, walls, roofs and other structures
FR2378918A1 (en) * 1977-01-26 1978-08-25 Servais Jean Lining concrete or cement with heat- and sound-insulating tiling etc. - with intermediate layer of rubber granulate in resin agglomerate
CH645150A5 (en) * 1982-02-18 1984-09-14 Matec Holding Tiling support element intended to be interposed between and to adhere against this tiling and its rigid support, and tiled floor comprising such elements
DE3725856A1 (en) * 1987-02-10 1988-08-18 Buchtal Gmbh FLOOR TRAINING

Also Published As

Publication number Publication date
DE463933T1 (en) 1992-04-30
EP0463933A1 (en) 1992-01-02
DE69108459T2 (en) 1995-08-10
FR2663663A1 (en) 1991-12-27
DE69108459D1 (en) 1995-05-04
FR2663663B1 (en) 1993-10-15
ES2027941T1 (en) 1992-07-01
ES2027941T3 (en) 1995-06-16
ATE120513T1 (en) 1995-04-15

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