EP2792806A1 - Prefabricated slab with ruptured thermal bridge, its manufacturing process and method of building of a floor with such a slab - Google Patents

Prefabricated slab with ruptured thermal bridge, its manufacturing process and method of building of a floor with such a slab Download PDF

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Publication number
EP2792806A1
EP2792806A1 EP14305575.4A EP14305575A EP2792806A1 EP 2792806 A1 EP2792806 A1 EP 2792806A1 EP 14305575 A EP14305575 A EP 14305575A EP 2792806 A1 EP2792806 A1 EP 2792806A1
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EP
European Patent Office
Prior art keywords
blocks
prefabricated
slab
prefabricated slab
floor
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP14305575.4A
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German (de)
French (fr)
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EP2792806B1 (en
Inventor
Pierre Ammeloot
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.)
Lesage Developpement SAS
Original Assignee
Lesage Rector
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Publication date
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Priority to PL14305575T priority Critical patent/PL2792806T3/en
Publication of EP2792806A1 publication Critical patent/EP2792806A1/en
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Publication of EP2792806B1 publication Critical patent/EP2792806B1/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B2001/7679Means preventing cold bridging at the junction of an exterior wall with an interior wall or a floor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges

Definitions

  • the present invention relates to a precast slab with thermal break made of a curable molding material, in particular concrete, for the manufacture of a floor obtained by the juxtaposition of several prefabricated slabs, said prefabricated slab having rectilinear lateral and longitudinal edges for the juxtaposition of several prefabricated slabs and delimiting the circumference of the prefabricated slab.
  • the present invention also relates to a method of manufacturing a prefabricated slab with a thermal break comprising a casting step in a mold of a curable molding material, for example concrete.
  • the present invention relates to a method of constructing a floor made of a curable molding material, for example concrete, cast on a formwork formed by the juxtaposition of several prefabricated slabs with a thermal break, said method comprising a step of laying at least one prefabricated slab and a step of casting a layer of molding material.
  • a curable molding material for example concrete
  • the invention relates to the technical field of building construction, and more specifically the construction of buildings from prefabricated elements in the factory, such as slabs intended to be conveyed to the place of construction, in particular with a view to reducing the duration of the construction. construction site.
  • a prefabricated slab is formed by pre-casting in the factory a layer of a curable hydraulic mixture, for example concrete, in a mold, also called formwork table.
  • a curable hydraulic mixture for example concrete
  • a mold also called formwork table.
  • prefabricated slabs are then juxtaposed and resting on bearing elements such as walls, beams, etc. They then make it possible both to form a formwork for the casting in place of a complementary compression slab, and also constitute the lower part of the floor.
  • Thermal breakers are conventionally used, for example in the form of polystyrene blocks which are inserted and inserted between the ends of the floor and the walls in order to achieve the isolation of the floor-wall junction to avoid the formation of a thermal bridge. .
  • the publication is known FR 2 873 727 A1 a method for limiting thermal bridges by adding blocks of insulating material during the construction of a wall and a slab.
  • Publication is also known EP 1 355 013 A1 a similar method of assembling a wall and a slab comprising between the chaining of the wall and the slab a plurality of thermal insulation blocks distributed discontinuously to improve the thermal insulation. It is well known that this floor-wall junction generates significant energy losses which must be treated to comply with the standards in force.
  • Thermal breakers having additional properties of fire resistance such as those described in the publication, are also known.
  • FR 2 854 417 A1 Such thermal breakers are also reported to be inserted between the ends of the floor and the wall. This configuration nevertheless has disadvantages, because it requires on site a step of additional and tedious installation. This expensive solution is not more satisfactory from the point of view of implementation, because it is difficult to ensure the good position in position of the thermal switches in the casting phase of the floor.
  • thermal breakers are attached to the prefabricated slab at the place of construction and are positioned by holding elements integrated into the slab. Then, one comes pouring a layer for example of concrete which then seals the thermal breakers in the floor.
  • This solution makes it possible to isolate more simply the floor-wall junction while maintaining a good mechanical resistance.
  • this solution is not completely satisfactory because there is a thermal bridge. In fact, the thermal flow passes through the thickness of the prefabricated slab or pre-slabs, and reaches the wall. In this case, the thermal breakers do not cut the thickness of the prefabricated slab, but only the thickness of the compression slab cast in place. This solution therefore guarantees only a partial break of the thermal bridge.
  • the publication GB 2,355,024 A discloses an insulating building panel that can be used as a wall or slab and having a layer of polystyrene covered with a layer of concrete.
  • the polystyrene layer has longitudinal slots and forms a mold for the concrete layer.
  • Such insulating construction panels do not guarantee the rupture of the thermal bridge over the entire thickness of the slab.
  • these require a large amount of insulating material since the insulating layer forms a single block covering the entire surface of the slab.
  • the publication EP 1 350 898 A1 discloses cellular building boards formed of a first concrete layer whose surface has a peak and hollow shape. The hollows are filled with polystyrene blocks and a second layer of concrete similar in shape to the first layer of concrete is deposited on this assembly. In this embodiment also the insulating blocks which are arranged on the entire surface of the slab use a large amount of material. In addition, such a slab must be cast on site and thermal bridges remain in the thickness of the concrete layers.
  • the present invention aims to overcome these disadvantages by providing a prefabricated slab or pre-slab to ensure the rupture of the thermal bridge at the floor-wall junction and without degrading the fire resistance characteristics of the floor obtained.
  • the invention achieves such a goal by a design and implementation simple and inexpensive respecting current standards including in terms of mechanical properties, thermal and fire resistance if necessary.
  • the invention relates to a prefabricated slab as defined in the preamble, characterized in that it comprises a plurality of first blocks of material disposed along at least one of said rectilinear lateral or longitudinal edges of said prefabricated slab and remote from said lateral or longitudinal edges on the periphery of said prefabricated slab, in that the material of said first blocks has specific properties different from those of said molding material, and in that said first blocks are integrated at least partly in the thickness of said prefabricated slab.
  • the invention advantageously makes it possible to achieve a strong reduction of the thermal bridge and, where appropriate, a fire resistance over the entire thickness of the prefabricated slab.
  • said prefabricated slab comprises at least one holding element for holding said first blocks in position.
  • said first blocks are integrally integrated in the thickness of said prefabricated slab.
  • said blocks are arranged discontinuously and are aligned substantially parallel to said edge so as to provide at least one gap for the passage of reinforcement between them.
  • the prefabricated tile comprises a plurality of second blocks of material superimposed on said first blocks of material and in that the material of said second blocks may have specific properties different from those of said molding material.
  • Said first and second blocks may be coupled at least in part to a holding element arranged to allow their superposition.
  • each holding element is superimposed on said first block and contains at least in part said second block, or said holding member embraces at least partially said first block and said second superimposed block.
  • said first and second blocks are substantially parallelepipedic.
  • Said first and / or second blocks advantageously comprise materials having thermal insulation properties and / or fire resistance properties.
  • said materials of said first blocks and / or said second blocks are selected from the group consisting of polystyrene, polyurethane, vacuum panels, rock wool, sheep wool, glass wool, concrete lightweight, wood, wood concrete, cellular concrete, silico-limestone, plaster, concrete expanded glass, perlite, pumice, porous stone, cellular glass, thermoplastic foam or a combination of these materials.
  • the invention also relates to a method of manufacturing a prefabricated slab as defined in the preamble, characterized in that it comprises a step of fixing a plurality of first blocks on the bottom of said mold along at least one said rectilinear lateral or longitudinal edges of said mold.
  • the invention also relates to a method of constructing a floor as defined in the preamble, characterized in that a plurality of second blocks are superimposed on said first blocks integrated in said prefabricated slab.
  • each second block is superimposed on a first block of said prefabricated slab by means of at least one holding element.
  • a particular feature is that the thickness of said second block is determined to be at most equal to the thickness of said casting material layer cast in said casting step.
  • the prefabricated slab 1 according to the invention is cast in a curable molding material such as concrete in the factory and allows the construction of a floor 2 in a building, as partially shown in FIG. figure 6 , by juxtaposition of several prefabricated slabs 1.
  • the Figure 1A shows a first step of construction of the prefabricated slab 1 which incorporates at least in part in its thickness a first block 3 of material near the edge 11 of the prefabricated slab 1.
  • This first block 3 is of smaller dimensions than those of the slab prefabricated 1 and is made of a thermally insulating material and / or fire resistant as needed.
  • the height h of the first block 3 is equal to the thickness of the prefabricated slab 1, while the thickness e of the block 3 is less than the length or the width of the prefabricated slab 1.
  • the block 3 is disposed at a distance d from the edge 11 and at least a portion of the periphery 12 of the prefabricated slab 1.
  • the first block 3 is integrated in the whole of the thickness of the prefabricated slab 1 so as to cross and cut.
  • This configuration advantageously makes it possible to reinforce the thermal break, without degrading the fire resistance in the thickness of the prefabricated slab 1, so as to substantially improve the thermal insulation and / or fire resistance at the floor junction. Wall.
  • the Figure 1B shows a second construction step in which the prefabricated slab 1 comprises a second block 4 of material superimposed on the first block 3.
  • This second block 4 is intended to provide thermal insulation and / or fire resistance over the entire thickness of the layer 8 of the floor 2 which will be poured on the site.
  • the combination of the first 3 and second 4 blocks thus provides these thermal insulation properties and / or fire resistance on the total thickness E of the floor-wall junction.
  • This configuration advantageously makes it possible to greatly reduce the thermal bridge located at the floor-wall junction.
  • the first and / or second blocks 3, 4 are located only on the periphery 12 of the prefabricated slab 1 and are not distributed over the entire surface of the prefabricated slab 1 as in certain embodiments of the state of the art. art, which allows to significantly limit the amount of insulating material and reduce manufacturing costs, while providing a thermal result more than optimal.
  • These blocks 3, 4 are arranged along at least one of the edges 11 of the prefabricated slab 1, in particular that which will rest on an outer bearing wall 9. In the configuration illustrated in figure 2 it is observed that the length L of the blocks 3, 4 is parallel to the edge 11 of the prefabricated slab 1. In addition, the blocks 3, 4 are aligned on the following ones and are spaced apart by a given interval 5, making it possible to pass These reinforcements 6 provide the mechanical strength at the floor-wall junction. They are usually made of steel or the like. As shown for example in figures 3 and 5 , the blocks 3, 4 are arranged along a lateral edge 11 and a longitudinal edge 11 and at a distance d from said edges 11. Of course, the four edges 11 may comprise blocks 3, 4. In addition, the thickness e of the blocks 3, 4 is included in the periphery 12 of the prefabricated slab 1 delimited by the edges 11. This configuration makes it possible to avoid report separate insulating blocks at the ends of the prefabricated slab complicating the implementation on site.
  • 4A and 4B specific holding elements 7 are arranged to couple the first 3 and second 4 blocks in a superimposed manner. This coupling makes it possible to ensure the correct and aligned positioning, and the good superposition of the first 3 and second 4 blocks.
  • the holding element 7 is more particularly superimposed on the first block of material 3 and held in position by feet 10 which enclose it laterally.
  • the holding element 7 is in the form of a box formed of a bottom and four lateral faces for receiving the second block 4. This holding element 7 can correspond to that described in the publication FR 2 861 767 B1 owned by the applicant incorporated by reference.
  • the holding element 7 may be in the form of an open frame embracing the first block 3 so as to form a belt at a portion of at least its thickness and extending in the upper part to also embrace the second block 4 so as to form a belt at least in part of its thickness.
  • the first 3 and second 4 blocks are substantially in the form of a parallelepiped. As stated above, these first 3 and second 4 blocks have thermal insulation and / or fire resistance properties. They can be made of materials such as polystyrene, polyurethane, vacuum panels, rock wool, sheep wool, glass wool, lightweight concrete, wood, wood concrete, cellular concrete, silico-limestone, plaster, expanded glass concrete, perlite, pumice stone, porous stone, glass cell, or a combination of these materials depending on the results to be achieved. They can each be made of different materials or not, to be complementary or not, integrated into a single piece or separated into two separate rooms.
  • the first blocks 3 are placed in a mold (not shown) also called a formwork table along at least one edge of the mold.
  • the first blocks 3 are fixed to the bottom of the mold for example with glue.
  • a layer of molding material is poured, for example concrete.
  • the prefabricated slab 1 shown Figure 1A which is completed by reinforcement 6 embedded and / or protruding like any other prefabricated slab.
  • the holding elements 7 will be reported on site during the installation of the prefabricated slab 1.
  • the holding elements 7 are added which are coupled to the first blocks 3 to obtain a prefabricated slab 1 already incorporating the holding elements 7 and the first blocks of material 3.
  • This configuration has the advantage to simplify the work on site by avoiding the establishment of the holding elements 7 later on the place of construction.
  • the figure 6 illustrates the method of construction of a floor 2.
  • the prefabricated slab 1 is initially placed on the end of the load-bearing walls 9.
  • the second blocks 4 to the first blocks 3.
  • any other definitive or temporary holding means may be used such as anchoring rods between the two blocks 3, 4.
  • This step makes it possible to fix the second blocks 4 on the first blocks 3 in order to make possible the step casting, without displacement or shift of the second blocks 4.
  • This consists of a layer 8 for example of concrete poured on the prefabricated slab 1 incorporating the second blocks 4.
  • the second blocks 4 are then frozen in the floor 2.
  • the thickness of the second block 4 must be determined so as to be equal to the thickness of the layer 8 of concrete cast on site so as to ensure insulation or rupture over the entire thickness E floor 2.
  • the present invention finds an industrial application in the field of construction of buildings from prefabricated elements, and more generally in the field of public works and all types of construction.

Abstract

La présente invention concerne une dalle préfabriquée (1) à rupture de pont thermique par exemple en béton pour la fabrication d'un plancher (2) comportant plusieurs premiers blocs (3) répartis le long de deux de ses bords réalisés dans un matériau différent de celui de ladite dalle préfabriquée (1) et intégrés dans l'épaisseur de ladite dalle préfabriquée (1). Des seconds blocs (4) sont superposés aux premiers blocs (3), également réalisés dans des matériaux différents, pour créer une rupture de pont thermique combinée ou non avec des propriétés de résistance au feu du plancher (2) obtenu.The present invention relates to a prefabricated slab (1) with thermal break for example made of concrete for the manufacture of a floor (2) comprising a plurality of first blocks (3) distributed along two of its edges made of a material different from that of said prefabricated slab (1) and integrated in the thickness of said prefabricated slab (1). Second blocks (4) are superimposed on the first blocks (3), also made of different materials, to create a thermal bridge break or not combined with fire resistance properties of the floor (2) obtained.

Description

Domaine technique :Technical area :

La présente invention concerne une dalle préfabriquée à rupture de pont thermique réalisée en un matériau de moulage durcissable, notamment en béton, pour la fabrication d'un plancher obtenu par la juxtaposition de plusieurs dalles préfabriquées, ladite dalle préfabriquée comportant des bords latéraux et longitudinaux rectilignes en vue de la juxtaposition de plusieurs dalles préfabriquées et délimitant le pourtour de la dalle préfabriquée.The present invention relates to a precast slab with thermal break made of a curable molding material, in particular concrete, for the manufacture of a floor obtained by the juxtaposition of several prefabricated slabs, said prefabricated slab having rectilinear lateral and longitudinal edges for the juxtaposition of several prefabricated slabs and delimiting the circumference of the prefabricated slab.

La présente invention concerne également un procédé de fabrication d'une dalle préfabriquée à rupture de pont thermique comportant une étape de coulage dans un moule d'un matériau de moulage durcissable, par exemple du béton.The present invention also relates to a method of manufacturing a prefabricated slab with a thermal break comprising a casting step in a mold of a curable molding material, for example concrete.

Enfin, la présente invention concerne un procédé de construction d'un plancher en un matériau de moulage durcissable par exemple du béton, coulé sur un coffrage formé par la juxtaposition de plusieurs dalles préfabriquées à rupture de pont thermique, ledit procédé comportant une étape de pose d'au moins une dalle préfabriquée et une étape de coulage d'une couche de matériau de moulage.Finally, the present invention relates to a method of constructing a floor made of a curable molding material, for example concrete, cast on a formwork formed by the juxtaposition of several prefabricated slabs with a thermal break, said method comprising a step of laying at least one prefabricated slab and a step of casting a layer of molding material.

Technique antérieure :Prior art:

L'invention concerne le domaine technique de la construction de bâtiments, et plus spécifiquement la construction de bâtiments à partir d'éléments préfabriqués en usine, tels que des prédalles destinées à être acheminées sur le lieu de construction en vue notamment de réduire la durée du chantier.The invention relates to the technical field of building construction, and more specifically the construction of buildings from prefabricated elements in the factory, such as slabs intended to be conveyed to the place of construction, in particular with a view to reducing the duration of the construction. construction site.

Usuellement, une dalle préfabriquée, appelée également prédalle, est formée par coulage préalable en usine d'une couche d'un mélange hydraulique durcissable, par exemple du béton, dans un moule, aussi appelé table de coffrage. Plusieurs dalles préfabriquées sont ensuite juxtaposées et posées en appui sur des éléments porteurs tels que des murs, des poutres, etc. Elles permettent alors à la fois de former un coffrage en vue du coulage en place d'une dalle de compression complémentaire, et constituent également la partie inférieure du plancher. On utilise classiquement des rupteurs thermiques, par exemple sous la forme de blocs de polystyrène qui sont rapportés et insérés entre les extrémités du plancher et les murs afin de réaliser l'isolation de la jonction plancher-mur pour éviter la formation d'un pont thermique. A cet effet, on connaît de la publication FR 2 873 727 A1 un procédé permettant de limiter les ponts thermiques grâce à l'ajout de blocs de matériau isolant lors de l'édification d'un mur et d'une dalle. On connaît également de la publication EP 1 355 013 A1 un procédé similaire d'assemblage d'un mur et d'une dalle comportant entre le chaînage du mur et de la dalle une pluralité de blocs d'isolant thermique répartis de façon discontinue pour améliorer l'isolation thermique. Il est bien connu que cette jonction plancher-mur génère d'importantes déperditions d'énergie qui doivent être traitées pour respecter les normes en vigueur. On connait également des rupteurs thermiques ayant des propriétés supplémentaires de résistance au feu, tels que ceux décrits dans la publication FR 2 854 417 A1 . De tels rupteurs thermiques sont également rapportés pour être insérés entre les extrémités du plancher et le mur. Cette configuration présente néanmoins des inconvénients, car elle nécessite sur le chantier une étape de pose supplémentaire et fastidieuse. Cette solution onéreuse n'est pas plus satisfaisante du point de vue de la mise en oeuvre, car il est difficile d'assurer la bonne tenue en position des rupteurs thermiques en phase de coulage du plancher.Usually, a prefabricated slab, also called pre-slab, is formed by pre-casting in the factory a layer of a curable hydraulic mixture, for example concrete, in a mold, also called formwork table. Several prefabricated slabs are then juxtaposed and resting on bearing elements such as walls, beams, etc. They then make it possible both to form a formwork for the casting in place of a complementary compression slab, and also constitute the lower part of the floor. Thermal breakers are conventionally used, for example in the form of polystyrene blocks which are inserted and inserted between the ends of the floor and the walls in order to achieve the isolation of the floor-wall junction to avoid the formation of a thermal bridge. . For this purpose, the publication is known FR 2 873 727 A1 a method for limiting thermal bridges by adding blocks of insulating material during the construction of a wall and a slab. Publication is also known EP 1 355 013 A1 a similar method of assembling a wall and a slab comprising between the chaining of the wall and the slab a plurality of thermal insulation blocks distributed discontinuously to improve the thermal insulation. It is well known that this floor-wall junction generates significant energy losses which must be treated to comply with the standards in force. Thermal breakers having additional properties of fire resistance, such as those described in the publication, are also known. FR 2 854 417 A1 . Such thermal breakers are also reported to be inserted between the ends of the floor and the wall. This configuration nevertheless has disadvantages, because it requires on site a step of additional and tedious installation. This expensive solution is not more satisfactory from the point of view of implementation, because it is difficult to ensure the good position in position of the thermal switches in the casting phase of the floor.

L'on connaît également par la publication FR 2 861 767 B1 appartenant à la demanderesse, des dalles préfabriquées pour plancher en béton qui comporte le long d'au moins un de ses bords des rupteurs thermiques. Les rupteurs thermiques sont rapportés sur la dalle préfabriquée sur le lieu de construction et sont positionnés par des éléments de maintien intégrés dans la dalle. Puis, l'on vient couler une couche par exemple de béton qui scelle alors les rupteurs thermiques dans le plancher. Cette solution permet d'isoler plus simplement la jonction plancher-mur en conservant une bonne résistance mécanique. Cependant, du point de vue de l'isolation thermique, cette solution n'est pas totalement satisfaisante, car il subsiste un pont thermique. En effet, le flux thermique transite dans l'épaisseur de la dalle préfabriquée ou prédalle, et atteint le mur. Dans ce cas, les rupteurs thermiques ne coupent pas l'épaisseur de la dalle préfabriquée, mais uniquement l'épaisseur de la dalle de compression coulée en place. Cette solution ne garantit donc qu'une rupture partielle du pont thermique.It is also known from the publication FR 2 861 767 B1 owned by the plaintiff, prefabricated slabs for concrete floors that include at least one of its edges thermal breakers. The thermal breakers are attached to the prefabricated slab at the place of construction and are positioned by holding elements integrated into the slab. Then, one comes pouring a layer for example of concrete which then seals the thermal breakers in the floor. This solution makes it possible to isolate more simply the floor-wall junction while maintaining a good mechanical resistance. However, from the point of view of thermal insulation, this solution is not completely satisfactory because there is a thermal bridge. In fact, the thermal flow passes through the thickness of the prefabricated slab or pre-slabs, and reaches the wall. In this case, the thermal breakers do not cut the thickness of the prefabricated slab, but only the thickness of the compression slab cast in place. This solution therefore guarantees only a partial break of the thermal bridge.

La publication GB 2 355 024 A décrit un panneau de construction isolant pouvant être utilisé en tant que mur ou dalle et comportant une couche de polystyrène recouverte d'une couche de béton. La couche de polystyrène comporte des créneaux longitudinaux et forme un moule pour la couche de béton. De tels panneaux de construction isolants ne garantissent pas la rupture du pont thermique sur toute l'épaisseur de la dalle. En outre, ceux-ci nécessitent une grande quantité de matière isolante puisque la couche d'isolant forme un unique bloc recouvrant la totalité de la surface de la dalle.The publication GB 2,355,024 A discloses an insulating building panel that can be used as a wall or slab and having a layer of polystyrene covered with a layer of concrete. The polystyrene layer has longitudinal slots and forms a mold for the concrete layer. Such insulating construction panels do not guarantee the rupture of the thermal bridge over the entire thickness of the slab. In addition, these require a large amount of insulating material since the insulating layer forms a single block covering the entire surface of the slab.

La publication EP 1 350 898 A1 décrit des plaques de construction alvéolaires formées d'une première couche de béton dont la surface présente une forme en pics et en creux. Les creux sont remplis par des blocs en polystyrène puis une seconde couche de béton de forme similaire à la première couche de béton est déposée sur cet assemblage. Dans cette réalisation également les blocs isolants qui sont disposés sur toute la surface de la dalle utilisent une grande quantité de matière. En outre, une telle dalle doit être coulée sur place et des ponts thermiques subsistent dans l'épaisseur des couches de béton.The publication EP 1 350 898 A1 discloses cellular building boards formed of a first concrete layer whose surface has a peak and hollow shape. The hollows are filled with polystyrene blocks and a second layer of concrete similar in shape to the first layer of concrete is deposited on this assembly. In this embodiment also the insulating blocks which are arranged on the entire surface of the slab use a large amount of material. In addition, such a slab must be cast on site and thermal bridges remain in the thickness of the concrete layers.

Pour toutes ces raisons, les solutions connues actuellement ne sont pas satisfaisantes.For all these reasons, the currently known solutions are not satisfactory.

Exposé de l'invention :Presentation of the invention

La présente invention vise à pallier ces inconvénients en proposant une dalle préfabriquée ou prédalle permettant d'assurer la rupture du pont thermique au niveau de la jonction plancher-mur et ce, sans dégrader les caractéristiques de résistance au feu du plancher obtenu. L'invention permet d'atteindre un tel but par une conception et une mise en oeuvre simple et peu onéreuse respectant les normes actuelles notamment en terme de propriétés mécaniques, thermiques et de résistance au feu si besoin.The present invention aims to overcome these disadvantages by providing a prefabricated slab or pre-slab to ensure the rupture of the thermal bridge at the floor-wall junction and without degrading the fire resistance characteristics of the floor obtained. The invention achieves such a goal by a design and implementation simple and inexpensive respecting current standards including in terms of mechanical properties, thermal and fire resistance if necessary.

Dans ce but, l'invention concerne une dalle préfabriquée telle que définie en préambule, caractérisée en ce qu'elle comporte une pluralité de premiers blocs de matériau disposée le long d'au moins un desdits bords latéraux ou longitudinaux rectilignes de ladite dalle préfabriquée et à distance desdits bords latéraux ou longitudinaux sur le pourtour de la dite dalle préfabriquée, en ce que le matériau desdits premiers blocs a des propriétés spécifiques différentes de celles dudit matériau de moulage, et en ce que lesdits premiers blocs sont intégrés au moins en partie dans l'épaisseur de ladite dalle préfabriquée.For this purpose, the invention relates to a prefabricated slab as defined in the preamble, characterized in that it comprises a plurality of first blocks of material disposed along at least one of said rectilinear lateral or longitudinal edges of said prefabricated slab and remote from said lateral or longitudinal edges on the periphery of said prefabricated slab, in that the material of said first blocks has specific properties different from those of said molding material, and in that said first blocks are integrated at least partly in the thickness of said prefabricated slab.

De cette façon et en fonction des propriétés du matériau desdits premiers blocs, l'invention permet avantageusement d'atteindre une forte réduction du pont thermique et, le cas échéant une résistance au feu sur la totalité de l'épaisseur de la dalle préfabriquée.In this way and as a function of the properties of the material of said first blocks, the invention advantageously makes it possible to achieve a strong reduction of the thermal bridge and, where appropriate, a fire resistance over the entire thickness of the prefabricated slab.

Dans une variante selon l'invention, ladite dalle préfabriquée comporte au moins un élément de maintien pour maintenir en position lesdits premiers blocs.In a variant according to the invention, said prefabricated slab comprises at least one holding element for holding said first blocks in position.

Dans une forme de réalisation préférée, lesdits premiers blocs sont intégrés en totalité dans l'épaisseur de ladite dalle préfabriquée.In a preferred embodiment, said first blocks are integrally integrated in the thickness of said prefabricated slab.

Une autre particularité consiste en ce que lesdits blocs sont disposés de façon discontinue et sont alignés sensiblement parallèlement audit bord afin de ménager entre eux au moins un intervalle pour le passage d'armatures.Another feature is that said blocks are arranged discontinuously and are aligned substantially parallel to said edge so as to provide at least one gap for the passage of reinforcement between them.

Dans la forme de réalisation préférée, la dalle préfabriquée comporte une pluralité de seconds blocs de matériau superposés auxdits premiers blocs de matériau et en ce que le matériau desdits seconds blocs peut avoir des propriétés spécifiques différentes de celles dudit matériau de moulage.In the preferred embodiment, the prefabricated tile comprises a plurality of second blocks of material superimposed on said first blocks of material and in that the material of said second blocks may have specific properties different from those of said molding material.

Lesdits premiers et seconds blocs peuvent être couplés au moins en partie à un élément de maintien agencé pour permettre leur superposition.Said first and second blocks may be coupled at least in part to a holding element arranged to allow their superposition.

Dans ce cas, chaque élément de maintien est superposé audit premier bloc et contient au moins en partie ledit second bloc, ou ledit élément de maintien enlace au moins en partie ledit premier bloc et ledit second bloc superposés.In this case, each holding element is superimposed on said first block and contains at least in part said second block, or said holding member embraces at least partially said first block and said second superimposed block.

De manière préférentielle, lesdits premiers et seconds blocs sont sensiblement parallélépipédiques.Preferably, said first and second blocks are substantially parallelepipedic.

Lesdits premiers et/ou seconds blocs comportent avantageusement des matériaux possédant des propriétés d'isolation thermique et/ou des propriétés de résistance au feu.Said first and / or second blocks advantageously comprise materials having thermal insulation properties and / or fire resistance properties.

Dans ce cas, lesdits matériaux desdits premiers blocs et/ou desdits seconds blocs sont choisis dans le groupe comprenant du polystyrène, du polyuréthane, des panneaux sous vides, de la laine de roche, de la laine de mouton, laine de verre, du béton léger, du bois, du béton de bois, du béton cellulaire, du silico-calcaire, du plâtre, du béton de verre expansé, de la perlite, de la pierre ponce, de la pierre poreuse, du verre cellulaire, de la mousse thermoplastique ou une combinaison de ces matériaux.In this case, said materials of said first blocks and / or said second blocks are selected from the group consisting of polystyrene, polyurethane, vacuum panels, rock wool, sheep wool, glass wool, concrete lightweight, wood, wood concrete, cellular concrete, silico-limestone, plaster, concrete expanded glass, perlite, pumice, porous stone, cellular glass, thermoplastic foam or a combination of these materials.

L'invention concerne également un procédé de fabrication d'une dalle préfabriquée tel que défini en préambule, caractérisé en ce qu'il comporte une étape de fixation d'une pluralité de premiers blocs sur le fond dudit moule le long d'au moins un desdits bords latéraux ou longitudinaux rectilignes dudit moule.The invention also relates to a method of manufacturing a prefabricated slab as defined in the preamble, characterized in that it comprises a step of fixing a plurality of first blocks on the bottom of said mold along at least one said rectilinear lateral or longitudinal edges of said mold.

Selon une variante de réalisation, lors de ladite étape de fixation, on fixe préalablement sur le fond dudit moule une pluralité d'éléments de maintien agencé pour maintenir en position lesdits premiers blocs.According to an alternative embodiment, during said fixing step, is fixed beforehand on the bottom of said mold a plurality of holding elements arranged to maintain in position said first blocks.

Enfin, l'invention concerne également un procédé de construction d'un plancher tel que défini en préambule, caractérisé en ce que l'on superpose une pluralité de seconds blocs sur lesdits premiers blocs intégrés à la dite dalle préfabriquée.Finally, the invention also relates to a method of constructing a floor as defined in the preamble, characterized in that a plurality of second blocks are superimposed on said first blocks integrated in said prefabricated slab.

Selon une variante de réalisation, l'on superpose chaque second bloc sur un premier bloc de la dite dalle préfabriquée au moyen d'au moins un élément de maintien.According to an alternative embodiment, each second block is superimposed on a first block of said prefabricated slab by means of at least one holding element.

Une caractéristique particulière consiste en ce que l'on détermine l'épaisseur dudit second bloc pour qu'elle soit au plus égale à l'épaisseur de ladite couche de matériau de moulage coulée en place dans ladite étape de coulage.A particular feature is that the thickness of said second block is determined to be at most equal to the thickness of said casting material layer cast in said casting step.

Description sommaire des dessins :Brief description of the drawings:

La présente invention et ses avantages apparaîtront mieux dans la description suivante de plusieurs modes de réalisation donnés à titre d'exemple non limitatif, en référence aux dessins annexés, dans lesquels:

  • la figure 1A représente une vue en coupe d'une dalle préfabriquée avec un premier bloc intégré,
  • la figure 1B représente une vue en coupe d'une dalle préfabriquée avec un premier bloc intégré surmonté d'un second bloc,
  • la figure 2 est une vue en coupe d'un bord d'une dalle préfabriquée équipée de blocs selon la figure 1B,
  • la figure 3 est une vue en perspective de la dalle préfabriquée de la figure 2 vue de dessus sans armature,
  • les figures 4A et 4B sont des vues en perspective des premier et second blocs et leur élément de maintien, respectivement en vue éclatée et en vue assemblée,
  • la figure 5 est une vue en perspective d'une dalle préfabriquée de la figure 2, et
  • la figure 6 est une vue en perspective d'un plancher lors du coulage de la couche de béton complémentaire sur chantier.
The present invention and its advantages will appear better in the following description of several embodiments given by way of non-limiting example, with reference to the appended drawings, in which:
  • the Figure 1A represents a sectional view of a prefabricated slab with a first integrated block,
  • the Figure 1B represents a sectional view of a prefabricated slab with a first integrated block surmounted by a second block,
  • the figure 2 is a sectional view of an edge of a prefabricated slab equipped with blocks according to the Figure 1B ,
  • the figure 3 is a perspective view of the prefabricated slab of the figure 2 top view without reinforcement,
  • the Figures 4A and 4B are perspective views of the first and second blocks and their holding element, respectively exploded view and assembled view,
  • the figure 5 is a perspective view of a prefabricated slab of the figure 2 , and
  • the figure 6 is a perspective view of a floor during the pouring of the complementary concrete layer on site.

Illustrations de l'invention :Illustrations of the invention:

En référence aux figures, la dalle préfabriquée 1 selon l'invention est coulée dans un matériau de moulage durcissable tel que du béton en usine et permet la construction d'un plancher 2 dans un bâtiment, telle que représentée partiellement à la figure 6, par juxtaposition de plusieurs dalles préfabriquées 1.With reference to the figures, the prefabricated slab 1 according to the invention is cast in a curable molding material such as concrete in the factory and allows the construction of a floor 2 in a building, as partially shown in FIG. figure 6 , by juxtaposition of several prefabricated slabs 1.

La figure 1A montre une première étape de construction de la dalle préfabriquée 1 qui intègre au moins en partie dans son épaisseur un premier bloc 3 de matériau à proximité du bord 11 de la dalle préfabriquée 1. Ce premier bloc 3 est de dimensions inférieures à celles de la dalle préfabriquée 1 et est réalisé dans une matière thermiquement isolante et/ou résistante au feu en fonction des besoins. Comme le représente la figure 1A dans un exemple particulier, la hauteur h du premier bloc 3 est égale à l'épaisseur de la dalle préfabriquée 1, tandis que l'épaisseur e du bloc 3 est inférieure à la longueur ou la largeur de la dalle préfabriquée 1. De plus, le bloc 3 est disposé à une distance d du bord 11 et sur une partie au moins du pourtour 12 de la dalle préfabriquée 1. En outre, le premier bloc 3 est intégré dans la totalité de l'épaisseur de la dalle préfabriquée 1 de façon à la traverser et à la couper. Cette configuration permet avantageusement de renforcer la rupture thermique et ce, sans dégrader la résistance au feu dans l'épaisseur de la dalle préfabriquée 1, de façon à améliorer sensiblement l'isolation thermique et/ou résistance au feu au niveau de la jonction plancher-mur. Bien entendu, il est aussi possible de n'intégrer le premier bloc 3 que partiellement dans l'épaisseur de la dalle préfabriquée 1.The Figure 1A shows a first step of construction of the prefabricated slab 1 which incorporates at least in part in its thickness a first block 3 of material near the edge 11 of the prefabricated slab 1. This first block 3 is of smaller dimensions than those of the slab prefabricated 1 and is made of a thermally insulating material and / or fire resistant as needed. As represented by Figure 1A in a particular example, the height h of the first block 3 is equal to the thickness of the prefabricated slab 1, while the thickness e of the block 3 is less than the length or the width of the prefabricated slab 1. the block 3 is disposed at a distance d from the edge 11 and at least a portion of the periphery 12 of the prefabricated slab 1. In addition, the first block 3 is integrated in the whole of the thickness of the prefabricated slab 1 so as to cross and cut. This configuration advantageously makes it possible to reinforce the thermal break, without degrading the fire resistance in the thickness of the prefabricated slab 1, so as to substantially improve the thermal insulation and / or fire resistance at the floor junction. Wall. Of course, it is also possible to integrate the first block 3 only partially in the thickness of the prefabricated slab 1.

La figure 1B montre une seconde étape de construction dans laquelle la dalle préfabriquée 1 comporte un second bloc 4 de matériau superposé au premier bloc 3. Ce second bloc 4 est destiné à assurer l'isolation thermique et/ou la résistance au feu sur toute l'épaisseur de la couche 8 du plancher 2 qui sera coulée sur le chantier. La combinaison des premier 3 et second 4 blocs assure donc ces propriétés d'isolation thermique et/ou de résistance au feu sur l'épaisseur totale E de la jonction plancher-mur. Cette configuration permet avantageusement de réduire très fortement le pont thermique situé à la jonction plancher-mur. Avantageusement, les premiers et/ou seconds blocs 3, 4 sont uniquement localisés sur le pourtour 12 de la dalle préfabriquée 1 et ne sont pas répartis sur la totalité de la surface de la dalle préfabriquée 1 comme dans certaines réalisations de l'état de l'art, ce qui permet de limiter considérablement la quantité de matière isolante et de réduire les couts de fabrication, tout en offrant une résultat thermique plus qu'optimal.The Figure 1B shows a second construction step in which the prefabricated slab 1 comprises a second block 4 of material superimposed on the first block 3. This second block 4 is intended to provide thermal insulation and / or fire resistance over the entire thickness of the layer 8 of the floor 2 which will be poured on the site. The combination of the first 3 and second 4 blocks thus provides these thermal insulation properties and / or fire resistance on the total thickness E of the floor-wall junction. This configuration advantageously makes it possible to greatly reduce the thermal bridge located at the floor-wall junction. Advantageously, the first and / or second blocks 3, 4 are located only on the periphery 12 of the prefabricated slab 1 and are not distributed over the entire surface of the prefabricated slab 1 as in certain embodiments of the state of the art. art, which allows to significantly limit the amount of insulating material and reduce manufacturing costs, while providing a thermal result more than optimal.

Ces blocs 3, 4 sont disposés sur le long d'au moins un des bords 11 de la dalle préfabriquée 1, notamment celui qui reposera sur un mur porteur 9 extérieur. Dans la configuration illustrée à la figure 2, on observe que la longueur L des blocs 3, 4 est parallèle au bord 11 de la dalle préfabriquée 1. En outre, les blocs 3, 4 sont alignés sur les suivants et sont espacés d'un intervalle 5 donné, permettant de laisser passer des armatures 6. Ces armatures 6 assurent la résistance mécanique à la jonction plancher-mur. Elles sont habituellement réalisées en acier ou similaire. Comme le montre par exemple les figures 3 et 5, les blocs 3, 4 sont disposés le long d'un bord 11 latéral et d'un bord 11 longitudinal et à une distance d desdits bords 11. Bien entendu, les quatre bords 11 peuvent comporter des blocs 3, 4. En outre, l'épaisseur e des blocs 3, 4 est comprise dans le pourtour 12 de la dalle préfabriquée 1 délimitée par les bords 11. Cette configuration permet d'éviter de rapporter des blocs isolants distincts aux extrémités de la dalle préfabriquée compliquant la mise en oeuvre sur chantier.These blocks 3, 4 are arranged along at least one of the edges 11 of the prefabricated slab 1, in particular that which will rest on an outer bearing wall 9. In the configuration illustrated in figure 2 it is observed that the length L of the blocks 3, 4 is parallel to the edge 11 of the prefabricated slab 1. In addition, the blocks 3, 4 are aligned on the following ones and are spaced apart by a given interval 5, making it possible to pass These reinforcements 6 provide the mechanical strength at the floor-wall junction. They are usually made of steel or the like. As shown for example in figures 3 and 5 , the blocks 3, 4 are arranged along a lateral edge 11 and a longitudinal edge 11 and at a distance d from said edges 11. Of course, the four edges 11 may comprise blocks 3, 4. In addition, the thickness e of the blocks 3, 4 is included in the periphery 12 of the prefabricated slab 1 delimited by the edges 11. This configuration makes it possible to avoid report separate insulating blocks at the ends of the prefabricated slab complicating the implementation on site.

Dans une variante de l'invention en référence aux figures 3, 4A et 4B, des éléments de maintien 7 spécifiques sont disposés de manière à coupler les premier 3 et second 4 blocs de manière superposée. Ce couplage permet d'assurer le positionnement correct et aligné, et la bonne superposition des premier 3 et second 4 blocs. L'élément de maintien 7 est plus particulièrement superposé au premier bloc de matériau 3 et maintenu en position par des pieds 10 qui l'enserrent latéralement. L'élément de maintien 7 se présente sous la forme d'une boîte formée d'un fond et de quatre faces latérales pour recevoir le second bloc 4. Cet élément de maintien 7 peut correspondre à celui décrit dans la publication FR 2 861 767 B1 appartenant à la demanderesse incorporée par référence.In a variant of the invention with reference to Figures 3, 4A and 4B specific holding elements 7 are arranged to couple the first 3 and second 4 blocks in a superimposed manner. This coupling makes it possible to ensure the correct and aligned positioning, and the good superposition of the first 3 and second 4 blocks. The holding element 7 is more particularly superimposed on the first block of material 3 and held in position by feet 10 which enclose it laterally. The holding element 7 is in the form of a box formed of a bottom and four lateral faces for receiving the second block 4. This holding element 7 can correspond to that described in the publication FR 2 861 767 B1 owned by the applicant incorporated by reference.

Dans une autre variante, non représentée, l'élément de maintien 7 peut se présenter sous la forme d'un cadre ouvert enlaçant le premier bloc 3 de manière à former une ceinture au niveau d'une partie au moins de son épaisseur et s'étendant en partie supérieure pour enlacer également le second bloc 4 de manière à former une ceinture au moins en partie de son épaisseur.In another variant, not shown, the holding element 7 may be in the form of an open frame embracing the first block 3 so as to form a belt at a portion of at least its thickness and extending in the upper part to also embrace the second block 4 so as to form a belt at least in part of its thickness.

Les premier 3 et second 4 blocs se présentent sensiblement sous la forme d'un parallélépipède. Comme énoncé précédemment, ces premier 3 et second 4 blocs ont des propriétés d'isolation thermique et/ou de résistance au feu. Ils peuvent être réalisés dans des matières telles que du polystyrène, du polyuréthane, des panneaux sous vides, de la laine de roche, de la laine de mouton, de la laine de verre, du béton léger, du bois, du béton de bois, du béton cellulaire, du silico-calcaire, du plâtre, du béton de verre expansé, de la perlite, de la pierre ponce, de la pierre poreuse, du verre cellulaire, ou une combinaison de ces matériaux en fonction des résultats à atteindre. Ils peuvent être chacun réalisés dans des matériaux différents ou non, pour être complémentaires ou non, intégrés dans une pièce monobloc ou séparés en deux pièces distinctes.The first 3 and second 4 blocks are substantially in the form of a parallelepiped. As stated above, these first 3 and second 4 blocks have thermal insulation and / or fire resistance properties. They can be made of materials such as polystyrene, polyurethane, vacuum panels, rock wool, sheep wool, glass wool, lightweight concrete, wood, wood concrete, cellular concrete, silico-limestone, plaster, expanded glass concrete, perlite, pumice stone, porous stone, glass cell, or a combination of these materials depending on the results to be achieved. They can each be made of different materials or not, to be complementary or not, integrated into a single piece or separated into two separate rooms.

Pour réaliser une dalle préfabriquée 1 selon l'invention, on dispose dans un moule (non représenté) appelé également table de coffrage, les premiers blocs 3 le long d'au moins un bord du moule. Les premiers blocs 3 sont fixés au fond du moule par exemple avec de la colle. Puis, on vient couler une couche de matériau de moulage par exemple du béton. On obtient alors la dalle préfabriquée 1 représentée figure 1A qui est complétée par des armatures 6 noyées et/ou saillantes comme toute autre dalle préfabriquée. Dans cette variante du procédé, les éléments de maintien 7 seront rapportés sur chantier lors de la pose de la dalle préfabriquée 1.To produce a prefabricated slab 1 according to the invention, the first blocks 3 are placed in a mold (not shown) also called a formwork table along at least one edge of the mold. The first blocks 3 are fixed to the bottom of the mold for example with glue. Then, a layer of molding material is poured, for example concrete. We then obtain the prefabricated slab 1 shown Figure 1A which is completed by reinforcement 6 embedded and / or protruding like any other prefabricated slab. In this variant of the method, the holding elements 7 will be reported on site during the installation of the prefabricated slab 1.

Dans une autre variante du procédé, on ajoute les éléments de maintien 7 que l'on couple aux premiers blocs 3 pour obtenir une dalle préfabriquée 1 intégrant déjà les éléments de maintien 7 et les premiers blocs de matériau 3. Cette configuration présente l'avantage de simplifier le travail sur chantier en évitant la mise en place des éléments de maintien 7 ultérieurement sur le lieu de construction.In another variant of the method, the holding elements 7 are added which are coupled to the first blocks 3 to obtain a prefabricated slab 1 already incorporating the holding elements 7 and the first blocks of material 3. This configuration has the advantage to simplify the work on site by avoiding the establishment of the holding elements 7 later on the place of construction.

La figure 6 illustre le procédé de construction d'un plancher 2. La dalle préfabriquée 1 est dans un premier temps posée sur l'extrémité de murs porteurs 9. Puis, on vient superposer les seconds blocs 4 aux premiers blocs 3. Il est possible de coupler les premier 3 et second 4 blocs au moyen d'éléments de maintien 7, tels qu'illustrés aux figure 4A et 4B. Bien entendu, tout autre moyen de maintien définitif ou temporaire peut être utilisé tel que des tiges d'ancrage entre les deux blocs 3, 4. Cette étape permet de fixer les seconds blocs 4 sur les premiers blocs 3 afin de rendre possible l'étape de coulage, sans déplacement, ni décalage des seconds blocs 4. Celle-ci consiste en une couche 8 par exemple de béton coulée sur la dalle préfabriquée 1 intégrant les seconds blocs 4. Lors de cette étape, les seconds blocs 4 sont alors figés dans le plancher 2. En outre, l'épaisseur du second bloc 4 doit être déterminée de manière à être égale à l'épaisseur de la couche 8 de béton coulée sur chantier de manière à assurer une isolation ou rupture sur toute l'épaisseur E du plancher 2.The figure 6 illustrates the method of construction of a floor 2. The prefabricated slab 1 is initially placed on the end of the load-bearing walls 9. Then, we superpose the second blocks 4 to the first blocks 3. It is possible to couple the first 3 and second 4 blocks by means of holding elements 7, as illustrated in FIGS. Figure 4A and 4B . Of course, any other definitive or temporary holding means may be used such as anchoring rods between the two blocks 3, 4. This step makes it possible to fix the second blocks 4 on the first blocks 3 in order to make possible the step casting, without displacement or shift of the second blocks 4. This consists of a layer 8 for example of concrete poured on the prefabricated slab 1 incorporating the second blocks 4. During this step, the second blocks 4 are then frozen in the floor 2. In addition, the thickness of the second block 4 must be determined so as to be equal to the thickness of the layer 8 of concrete cast on site so as to ensure insulation or rupture over the entire thickness E floor 2.

Possibilités d'application industrielle :Possibilities of industrial application:

Il ressort clairement de cette description que l'invention permet d'atteindre les buts fixés, à savoir, une forte réduction des ponts thermiques avec possibilité d'y adjoindre de manière simple une résistance au feu au niveau de la totalité de la jonction plancher-mur.It is clear from this description that the invention achieves the goals set, namely, a strong reduction of thermal bridges with the possibility of simply adding a fire resistance at the entire floor junction. Wall.

La présente invention trouve une application industrielle dans le domaine de la construction de bâtiments à partir d'éléments préfabriqués, et plus généralement dans le domaine des travaux publics et de tout type de construction.The present invention finds an industrial application in the field of construction of buildings from prefabricated elements, and more generally in the field of public works and all types of construction.

La présente invention n'est pas limitée aux exemples de réalisation décrit mais s'étend à toute modification et variante évidentes pour un homme du métier.The present invention is not limited to the embodiments described but extends to any modification and variation obvious to a person skilled in the art.

Claims (16)

Dalle préfabriquée (1) à rupture de pont thermique réalisée en un matériau de moulage durcissable, notamment en béton, pour la fabrication d'un plancher (2) obtenu par la juxtaposition de plusieurs dalles préfabriquées (1), ladite dalle préfabriquée (1) comportant des bords (11) latéraux et longitudinaux rectilignes en vue de la juxtaposition de plusieurs dalles préfabriquées et délimitant le pourtour (12) de la dalle préfabriquée (1) caractérisée en ce qu'elle comporte une pluralité de premiers blocs (3) de matériau disposée le long d'au moins un desdits bords latéraux ou longitudinaux rectilignes de ladite dalle préfabriquée (1) et à distance (d) des dits bords (11) latéraux ou longitudinaux sur une partie au moins du pourtour (12) de la dite dalle préfabriquée (1), en ce que le matériau desdits premiers blocs (3) a des propriétés spécifiques différentes de celles dudit matériau de moulage, et en ce que lesdits premiers blocs (3) sont intégrés au moins en partie dans l'épaisseur de ladite dalle préfabriquée (1).Prefabricated slab (1) with a thermal break made of a curable molding material, in particular of concrete, for the manufacture of a floor (2) obtained by the juxtaposition of several prefabricated slabs (1), said prefabricated slab (1) having rectilinear lateral and longitudinal edges (11) for the juxtaposition of several prefabricated slabs and delimiting the periphery (12) of the prefabricated slab (1), characterized in that it comprises a plurality of first blocks (3) of material arranged along at least one of said rectilinear lateral or longitudinal edges of said prefabricated slab (1) and at a distance (d) from said lateral or longitudinal edges (11) over at least a portion of the periphery (12) of said slab prefabricated (1), in that the material of said first blocks (3) has specific properties different from those of said molding material, and in that said first blocks (3) are integrated in the less in part in the thickness of said prefabricated slab (1). Dalle préfabriquée selon la revendication 1, caractérisée en ce qu'elle comporte au moins un élément de maintien (7) agencé pour maintenir en position lesdits premiers blocs (3).Prefabricated tile according to claim 1, characterized in that it comprises at least one holding element (7) arranged to hold said first blocks (3) in position. Dalle préfabriquée l'une des revendications 1 ou 2, caractérisée en ce que lesdits premiers blocs (3) sont intégrés en totalité dans l'épaisseur de ladite dalle préfabriquée (1).Prefabricated slab of one of claims 1 or 2, characterized in that said first blocks (3) are integrally integrated in the thickness of said prefabricated slab (1). Dalle préfabriquée selon l'une quelconque des revendications précédentes, caractérisée en ce que lesdits premiers blocs (3) sont disposés de façon discontinue et, sont alignés sensiblement parallèlement audit bord (11) afin de ménager entre eux au moins un intervalle (5) pour le passage d'armatures (6).Prefabricated tile according to any one of the preceding claims, characterized in that said first blocks (3) are arranged discontinuously and are aligned substantially parallel to said edge (11) so as to provide at least one gap (5) between them the passage of reinforcement (6). Dalle préfabriquée selon l'une quelconque des revendications précédentes, caractérisée en ce qu'elle comporte une pluralité de seconds blocs (4) de matériau superposés auxdits premiers blocs de matériau (3) et en ce que le matériau desdits seconds blocs (4) a des propriétés spécifiques différentes de celles dudit matériau de moulage.Prefabricated tile according to any one of the preceding claims, characterized in that it comprises a plurality of second blocks (4) of material superimposed on said first blocks of material (3) and in that the material of said second blocks (4) has specific properties different from those of said molding material. Dalle préfabriquée selon la revendication 5, caractérisée en ce que lesdits premiers (3) et seconds (4) blocs sont couplés au moins en partie à un élément de maintien (7) agencé pour permettre leur superposition.Prefabricated tile according to claim 5, characterized in that said first (3) and second (4) blocks are coupled at least in part to a holding element (7) arranged to allow their superposition. Dalle préfabriquée selon la revendication 6, caractérisée en ce que chaque élément de maintien (7) est superposé audit premier bloc (3) pour contenir au moins en partie ledit second bloc (4).Prefabricated tile according to claim 6, characterized in that each holding element (7) is superimposed on said first block (3) to contain at least partly said second block (4). Dalle préfabriquée selon la revendication 6, caractérisée en ce que chaque élément de maintien (7) enlace au moins en partie ledit premier bloc (3) et ledit second bloc (4) superposés.Prefabricated tile according to claim 6, characterized in that each holding element (7) embraces at least partly said first block (3) and said second block (4) superimposed. Dalle préfabriquée selon l'une quelconque des revendications précédentes, caractérisée en ce que lesdits premiers (3) et seconds (4) blocs sont sensiblement parallélépipédiques.Prefabricated slab according to any one of the preceding claims, characterized in that said first (3) and second (4) blocks are substantially parallelepipedic. Dalle préfabriquée selon l'une quelconque des revendications précédentes, caractérisée en ce que lesdits premiers (3) et/ou seconds (4) blocs comportent des matériaux possédant des propriétés d'isolation thermique et/ou des propriétés de résistance au feu.Prefabricated tile according to any one of the preceding claims, characterized in that said first (3) and / or second (4) blocks comprise materials having thermal insulation properties and / or fire resistance properties. Dalle préfabriquée selon la revendication 10, caractérisée en ce que lesdits matériaux desdits premiers blocs (3) et/ou desdits seconds blocs (4) sont choisis dans le groupe comprenant du polystyrène, du polyuréthane, des panneaux sous vides, de la laine de roche, de la laine de mouton, laine de verre, du béton léger, du bois, du béton de bois, du béton cellulaire, du silico-calcaire, du plâtre, du béton de verre expansé, de la perlite, de la pierre ponce, de la pierre poreuse, du verre cellulaire, de la mousse thermoplastique ou une combinaison de ces matériaux.Prefabricated tile according to Claim 10, characterized in that the said materials of the said first blocks (3) and / or the said second blocks (4) are chosen from the group comprising polystyrene, polyurethane, vacuum panels, rockwool, sheep's wool, glass wool, lightweight concrete, wood, woodcrete, cellular concrete, silico-limestone, plaster, expanded glass concrete, perlite, pumice, porous stone, cellular glass, thermoplastic foam or a combination of these materials. Procédé de fabrication d'une dalle préfabriquée (1) à rupture de pont thermique selon l'une quelconque des revendications précédentes, comportant une étape de coulage dans un moule d'un matériau de moulage durcissable par exemple du béton, caractérisé en ce que ledit procédé comporte une étape de fixation d'une pluralité de premiers blocs (3) sur le fond dudit moule le long d'au moins un desdits bords latéraux ou longitudinaux rectilignes dudit moule.A method of manufacturing a prefabricated slab (1) with a thermal break according to any one of the preceding claims, comprising a casting step in a mold of a curable molding material, for example concrete, characterized in that said method comprises a step of fixing a plurality of first blocks (3) on the bottom of said mold along at least one of said rectilinear lateral or longitudinal edges of said mold. Procédé de fabrication d'une dalle préfabriquée (1) selon la revendication 12, caractérisé en ce que, lors de ladite étape de fixation, on fixe préalablement sur le fond dudit moule une pluralité d'éléments de maintien (7) agencés pour maintenir en position lesdits premiers blocs (3).A method of manufacturing a prefabricated slab (1) according to claim 12, characterized in that , during said fixing step, a plurality of holding elements (7) arranged to maintain position said first blocks (3). Procédé de construction d'un plancher (2) en un matériau de moulage durcissable par exemple du béton, coulé sur un coffrage formé par la juxtaposition de plusieurs dalles préfabriquées (1) à rupture de pont thermique selon l'une quelconque des revendications 1 à 11 comportant une étape de pose d'au moins une dalle préfabriquée (1) et une étape de coulage d'une couche (8) de matériau de moulage, caractérisé en ce que l'on superpose une pluralité de seconds blocs (4) sur lesdits premiers blocs (3) intégrés dans la dite dalle préfabriquée (1).Method of constructing a floor (2) made of a curable molding material, for example concrete, cast on a formwork formed by the juxtaposition of several prefabricated slabs (1) with a thermal break according to any one of claims 1 to 11 comprising a step of laying at least one prefabricated slab (1) and a step of casting a layer (8) of molding material, characterized in that a plurality of second blocks (4) are superimposed on said first blocks (3) integrated in said prefabricated slab (1). Procédé de construction d'un plancher (2) selon la revendication 14, caractérisé en ce que l'on superpose chaque second bloc (4) sur un premier bloc (3) de la dite dalle préfabriquée (1) au moyen d'au moins un élément de maintien (7).A method of constructing a floor (2) according to claim 14, characterized in that each second block (4) is superimposed on a first block (3) of said prefabricated slab (1) by means of at least a holding member (7). Procédé de construction d'un plancher (2) selon l'une quelconque des revendications 14 et 15, caractérisé en ce que l'on détermine l'épaisseur dudit second bloc (4) pour qu'elle soit au plus égale à l'épaisseur de la dite couche (8) de matériau de moulage coulée en place dans ladite étape de coulage.A method of constructing a floor (2) according to any one of claims 14 and 15, characterized in that the thickness of said second block (4) is determined so that it is at most equal to the thickness said layer (8) of molding material cast in place in said casting step.
EP14305575.4A 2013-04-17 2014-04-17 Prefabricated slab with ruptured thermal bridge, its manufacturing process and method of building of a floor with such a slab Active EP2792806B1 (en)

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FR1353499A FR3004740B1 (en) 2013-04-17 2013-04-17 PREFABRICATED THERMAL BRIDGE ROPE SLAB, METHOD OF MANUFACTURING THE SAME PREFABRICATED SLAB, AND METHOD OF CONSTRUCTING FLOOR FROM THE PREFABRICATED SLAB

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Cited By (5)

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Publication number Priority date Publication date Assignee Title
FR3075837A1 (en) * 2017-12-22 2019-06-28 Lesage Developpement METHOD OF MANUFACTURING FLOOR WITH THERMAL BRIDGE BREAK, RECEIVING SUPPORT FOR THERMAL BREAKER, AND THERMALLY BRIDGE DECK FLOOR
FR3076308A1 (en) * 2017-12-29 2019-07-05 Omnium Technique D'etudes Et De Precontrainte METHOD AND PREDALLE FOR CONSTRUCTING A THERMALLY BRIDGE DECK FLOOR
FR3076309A1 (en) * 2017-12-29 2019-07-05 Omnium Technique D'etudes Et De Precontrainte PREDALLE WITH INSULATING EDGE STRIP FOR THE CONSTRUCTION OF A THERMALLY BRIDGE DECK FLOOR
FR3096699A1 (en) * 2019-05-28 2020-12-04 Omnium Technique D’Études Et De Précontrainte - O.T.E.P. PRE-BASED CONSTRUCTION PROCESS OF A THERMAL BRIDGE BREAKAGE FLOOR
FR3132725A1 (en) 2022-02-11 2023-08-18 Lesage Developpement Floor slab with thermal break, process for manufacturing a floor and floor obtained

Families Citing this family (1)

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Publication number Priority date Publication date Assignee Title
FR3057586B1 (en) 2016-10-14 2022-07-08 Lesage Dev METHOD FOR MANUFACTURING A BALCONY AND BALCONY OBTAINED

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GB2355024A (en) 1999-09-03 2001-04-11 Roxbury Ltd Insulating building panel of polystyrene and concrete
EP1350898A1 (en) 2000-05-16 2003-10-08 Jaime Enrique Jimenez Sanchez Process for fabricating in situ a light alveolar plate, plate thus obtained and its application to the construction of houses
EP1355013A1 (en) 2002-04-19 2003-10-22 Bouygues Batiment Connection between a floor slab and a wall and insulated building comprising such a connection
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3075837A1 (en) * 2017-12-22 2019-06-28 Lesage Developpement METHOD OF MANUFACTURING FLOOR WITH THERMAL BRIDGE BREAK, RECEIVING SUPPORT FOR THERMAL BREAKER, AND THERMALLY BRIDGE DECK FLOOR
FR3076308A1 (en) * 2017-12-29 2019-07-05 Omnium Technique D'etudes Et De Precontrainte METHOD AND PREDALLE FOR CONSTRUCTING A THERMALLY BRIDGE DECK FLOOR
FR3076309A1 (en) * 2017-12-29 2019-07-05 Omnium Technique D'etudes Et De Precontrainte PREDALLE WITH INSULATING EDGE STRIP FOR THE CONSTRUCTION OF A THERMALLY BRIDGE DECK FLOOR
FR3096699A1 (en) * 2019-05-28 2020-12-04 Omnium Technique D’Études Et De Précontrainte - O.T.E.P. PRE-BASED CONSTRUCTION PROCESS OF A THERMAL BRIDGE BREAKAGE FLOOR
FR3132725A1 (en) 2022-02-11 2023-08-18 Lesage Developpement Floor slab with thermal break, process for manufacturing a floor and floor obtained

Also Published As

Publication number Publication date
FR3004740A1 (en) 2014-10-24
EP2792806B1 (en) 2017-06-28
PL2792806T3 (en) 2017-12-29
FR3004740B1 (en) 2015-09-18

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