EP0074908A1 - Building element and its application - Google Patents
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- EP0074908A1 EP0074908A1 EP82401676A EP82401676A EP0074908A1 EP 0074908 A1 EP0074908 A1 EP 0074908A1 EP 82401676 A EP82401676 A EP 82401676A EP 82401676 A EP82401676 A EP 82401676A EP 0074908 A1 EP0074908 A1 EP 0074908A1
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- channels
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
- E04C2/20—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics
- E04C2/205—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics of foamed plastics, or of plastics and foamed plastics, optionally reinforced
Definitions
- the present invention relates to a construction element and to its implementation as well as to construction elements annexed to the basic element.
- the invention relates to elements of this type and tends to remedy their drawbacks with regard to resistance to lateral forces, the production of joints and chaining, openings, adaptability to different installation problems, flexibility at the level of architect's plans, while remaining light, easy to handle by hand, usable by the greatest number and not requiring, on site, a specific technology, of a simple implementation, economical of hand d 'work and materials.
- the basic construction element according to the invention consists of a rectangular, multilayer, shuttering height block, formed of a core of light insulating material, coated with an external facing resistant to impact and weathering and of an internal facing intended to be painted or coated, and comprising recesses for the pouring of concrete, characterized in that said recesses have the form of a resile made up of internal, vertical and horizontal channels which are intertwined, embedded in the insulating core and regularly spaced, the vertical channels adjacent to the lateral banks communicating on the one hand with said lateral banks by the horizontal channels and on the other hand with gutters provided on the upper and lower banks.
- the thickness of light insulating material on either side of each channel recess is not less than 5 cm towards the outside and 4 cm towards the inside.
- the block thus produced is light and easy to handle; after its installation, pouring the concrete into the mesh provides the building with both a vertical and horizontal framework which makes it load-bearing, ensures the connection and jointing between adjacent elements as well as the resistance of the assembly to lateral forces.
- the block can be easily cut to the right of the vertical or horizontal channels, which ensures great flexibility in dimensioning both in width and in height of the walls and openings, the framing of the latter being automatically ensured.
- this block solves the problem of thermal bridges both at the vertical junctions and at the horizontal junctions.
- This arrangement removes the thermal bridges that are usually found at this location.
- the horizontal channels are of significantly smaller cross section than the vertical channels, preferably of at least half less cross section.
- corner blocks consisting of a core in the general shape of a post of rectangular section, provided with a vertical channel, comprising two vertical facings with tenon and mortise profile on two adjacent sides communicating with the vertical channel by sections of horizontal channels corresponding to those of ordinary blocks, the other two facing themselves being adjacent, being coated with either the internal facing or the external facing.
- Figures 1, 2 and 3 are three sectional views of an exemplary embodiment of the base block, Figure 1 being a section along BB of Figure 2, Figure 2 a section along AA of Figure 1 and Figure 3 a section along CC of FIG. 2.
- Figure 4 is a vertical section illustrating the connection of a basic block with a sill block and a slab of floor.
- Figure 5 is a vertical section illustrating the establishment of a floor floor by superposition of blocks.
- Figure 6 illustrates in partial horizontal section the detail of the sealing keys and grooves provided for their establishment.
- Figure 7 illustrates in vertical section the block / parapet connection.
- Figure 8 illustrates in vertical section the block connection / wooden frame.
- Figure 9 illustrates in section the block / joinery connection.
- Figure 10 illustrates in horizontal section a block / loggia.
- Figure 11 illustrates in vertical section a block / balcony.
- Figures 12, 13 and 14 are three sectional views of an alternative embodiment of the base block, Figure 12 being a section along BB of Figure 13, Figure 13 a section along AA of Figure 12 and Figure 14 a section along CC of FIG. 13.
- Figures 15 and 16 illustrate, in horizontal section, an exterior corner block and an interior corner block.
- FIG. 17 illustrates in partial horizontal section the detail of constitution of a block with multiple core, as well as the assembly of two adjacent blocks.
- Figure 18 illustrates in horizontal section the production of a split.
- the block or basic element of the invention has the shape of a rectangular panel consisting of a core 1 of insulating material (expanded polystyrene foam, polychloride of vinyl, formophenolic, or filled polyurethane or aerated concrete) coated with a resistant external facing 2 such as a layer or a film coating of cement reinforced with glass fibers, or aramid fibers, or carbon fibers and ribbed, and d '' an internal facing 3 identical to 2 or made of cardboard plaster.
- a resistant external facing 2 such as a layer or a film coating of cement reinforced with glass fibers, or aramid fibers, or carbon fibers and ribbed
- d '' an internal facing 3 identical to 2 or made of cardboard plaster.
- Such a block can have storey height dimensions, for a width of 1.20 m, a thickness of 0.25 m, the weight is of the order of 70 kg. All other width and thickness obviously varies the weight.
- this rectangular block is provided with recesses consisting of vertical 4 and horizontal 5 channels, intersecting, embedded in the core 1, regularly spaced and forming an orthogonal mesh; the vertical channels 4a, 4b, which are closest to the lateral banks, communicate on the one hand with said lateral banks by the lateral sections of the horizontal channels 5 and they communicate on the other hand with the horizontal gutters 7, 8 provided on the upper and lower banks.
- the center distance of the channels will be 30 cm and a base block will have four frames in width for seven frames in height plus two adaptation spaces, as shown.
- the dimensions in section of the channels and gutters are preferably determined so that a minimum thickness of 5 cm of insulating material remains between them and the outer wall, and 4 cm between them and the inner wall.
- the pouring of concrete into the recesses provides a framework, both vertical and horizontal, ensuring the load-bearing or self-supporting character of the assembly, the horizontal connection and jointing of the blocks as well as resistance to lateral forces.
- the basic block according to the invention thus constitutes a component for construction, meeting the objectives sought.
- this block can easily be cut to the right of the axis of channels 4 and 5, which allows, if the frame is 30 cm, to achieve all dimensions of multiple walls of 0.30 m, which gives a great flexibility in the system.
- the lower part constitutes a fall; indeed, the invention provides that the external face of the block is extended at the top by a rim 9 of the order of 15 to 20 cm high and over a thickness of the order of 5 cm, this rim being itself even terminated by a rim 10 perpendicular to the outer edge of the gutter 7; it follows, in the case of horizontal cutting, that only the upper block fraction is provided with this arrangement intended to allow the production of floor or ceiling tiles.
- the sill block 12 of FIG. 4 has the same constitution as the basic block of FIGS. 1 to 3 but a limited height, corresponding for example to a frame of 30 cm, and a length at least equal to that of a block of based. It may for example be a sectioned base block, but according to the invention, a sill block of ten frames (3 meters) or more is preferably provided, in order to provide a better seat.
- an ordinary masonry at 13 will be prepared, on which the sill block 12 will rest so that its upper part is above the natural terrain 14.
- the slab 15 is poured in one piece with the chaining 16 which s inserts into the upper gutter 7 of the sill block 12.
- the base block 11 comes to rest on the slab 15 and the sill block 12, the statement 10 coming to be inserted in the gutter 8 of the block 11 with interposition of a seal d sealing 17.
- the reinforcement 18 provides the connection between base masonry 13, sill block 12, slab 15, chaining 16 and block 11.
- FIG. 6 illustrates the lateral connection between two contiguous blocks.
- This connection is obtained by keys 21, plastic profiles of I-section, which are threaded in grooves or recesses 22 provided in the core 1 behind the neighborhoods of the internal and external facings 2 and 3.
- the keys 21 provide the alignment, sealing and prevent concrete from entering the joints during pouring.
- Grooves 22 are provided to the right of each vertical channel 4, as on the edges of the gutters 6.
- a mark 23 such as a groove or rib, makes it possible to identify from the outside the location of the axis of a channel 6 and to guide any cutting.
- the external facing 2 is ribbed at 24 in line with the axis of a channel 4 as at the edges 25, so that after cutting, each block fraction is provided on its edges, with the same ribs and grooves as a basic block.
- a rib of the same type is provided on each horizontal frame.
- the lateral edges do not include gutters 6 in the form of vertical half-channels 4 (FIGS. 1, 2, 3) but solid profiles in tenon 6a and mortise 6b of corresponding shapes .
- the horizontal channel sections 5 are separated from the vertical channels 4 by partitions 11 which are sufficiently thin to be easily destructible, but sufficient to resist the thrust of the concrete during casting, and the upper gutter 7 is separated from the vertical channels 4 by a thin and destructible partition 12, of the type of partitions 11.
- this partition is shown maintained on the median vertical channels and destroyed above the lateral vertical channels, just as the partitions separating the lateral vertical channels 4a, 4b from the lateral banks are shown as destroyed.
- the core 1 of a block as shown in FIG. 12 results from the assembly of one or more elementary cores with a single vertical channel, with the facings 2 and 3. It is thus possible to produce blocks of different widths, whole multiples of the width of the elementary core.
- the external facings of a block will have ribs 25 on their bottom vertical and horizontal edges and ribs 24 in line with the channels 5 and the joint between two elementary cores with a mark or external ribs 23 for locating, which makes it possible to cut a large block into sub multiples; the vertical cutting of a block in submultiples is therefore done at the right of the separations between elementary souls adjacent and not to the right of the vertical channels.
- the cross section of the horizontal channels 5 is much smaller than that of the vertical channels.
- their ratio is of the order of 1/4 which on the one hand saves material and on the other hand makes it possible to provide for the manufacture of blind vertical channels 26, on both sides horizontal channels 5, the channels 26 never being filled.
- blocks of angles are provided formed of an elementary core 1 with a single vertical channel 4 carrying the lateral tenon and mortise facing 6a, 6b on adjacent faces and carrying either the facing external 2 or the internal facing 3, on the two other adjacent faces (FIG. 15).
- the prefabricated system and block according to the invention adapt very easily to the installation of a prefabricated acroterion, as shown in FIG. 7, which illustrates the detail thereof.
- the acrotère 28 is placed on the slab 19, 20 overlapping the raised 10, with plastic seal 17. It is fixed by the keying steel 29 for which a reserve 30 is provided in the acrotère 28.
- FIG 8. The connection to a wooden frame is illustrated in Figure 8.
- the upper edge 9 of the blocks ( Figure 1) will for example be cut, and the frame will rest on the top chaining 31 poured into the gutter 7.
- Legs 32 anchored in the channels 4 and 6 will secure the farm 33.
- a ceiling 34 may be suspended from the frame.
- the openings will be made by cutting the blocks, preferably, but not necessarily, along the frame of the channels 4 and 5.
- the flexibility of the system is, in this respect, total.
- Metal frames 35 ( Figure 9) of current type, complementary to the joinery 36, will dress the openings and will serve as formwork for pouring concrete into the channels.
- loggia blocks (FIG. 10) provided with the external facing 2 on its two main faces and on one edge, the other edge being provided with a gutter 6 as a basic element.
- the balconies can be made with such an element or preferably with a special element (Figure 11) of decreasing thickness and with reinforced upper facing. It should be noted that only the balcony requires concrete pouring prior to its installation and handling by crane.
- Figure 18 illustrates the construction of a cross wall, for example between two apartments. It is obtained by opening inward, with a saw, a channel 4 and by placing a splitting block provided on each face with an internal facing 3. This operation can be carried out both at the level of a joint between two blocks. that in front of a channel 4 as shown in Figure 14. With such a split block, the acoustic and thermal protection between two apartments is equal to that towards the outside of the building.
Abstract
Description
La présente invention se rapporte à un élément de construction et à sa mise en oeuvre ainsi qu'aux éléments de construction annexes à l'élément de base.The present invention relates to a construction element and to its implementation as well as to construction elements annexed to the basic element.
Il est connu de réaliser des constructions au moyen d'éléments préfabriqués de hauteur d'étage. Certains d'entre eux relèvent de ce qu'il est convenu d'appeler la préfabrication lourde et présentent l'inconvénient d'être de poids élevé, nécessitant de ce fait des moyens et techniques de mises en oeuvres appropriés ; par ailleurs, ils sont généralement peu satisfaisants du point de vue de l'isolation thermique; d'autres sont légers mais ne peuvent servir qu'à la fabrication de cloisons ou de doublages à l'exclusion de la fabrication des murs porteurs ; d'autres enfin sont prévus avec des évidements verticaux permettant le coulage de poteaux de béton de nature à leur conférer un rôle porteur, tout en restant portable à la main.It is known to make constructions by means of prefabricated elements of storey height. Some of them fall under what is known as heavy prefabrication and have the disadvantage of being heavy, thereby requiring appropriate means and techniques of implementation; moreover, they are generally unsatisfactory from the point of view of thermal insulation; others are light but can only be used for the manufacture of partitions or linings, excluding the manufacture of load-bearing walls; still others are provided with vertical recesses allowing the pouring of concrete posts likely to give them a load-bearing role, while remaining portable by hand.
L'invention se rapporte à des éléments de ce type et tend à remédier à leurs inconvénients en ce qui concerne la résistance aux efforts latéraux, la réalisation des joints et des chaînages, des ouvertures, l'adaptabilité aux différents problèmes de pose, la souplesse au niveau des plans d'architecte, tout en restant légers, faciles à manutentionner à la main, utilisables par le plus grand nombre et ne nécessitant pas, sur chantier, une technologie spécifique, d'une mise en oeuvre simple, économe de main d'oeuvre et de matières. L'élément de construction de base selon l'invention est constitué par un bloc de hauteur d'étage rectangulaire, multicouche, coffrant, formé d'une âme en matériau isolant léger, revêtu d'un parement externe résistant aux chocs et aux intempéries et d'un parement interne destiné à être peint ou revêtu, et comportant des évidements pour le cou--lage de béton, caractérisé en ce que lesdits évidements ont la forme d'une résile constituée de canaux internes, verticaux et horizontaux entrecroisés, noyés dans l'âme isolante et régulièrement espacés, les canaux verticaux voisins des rives latérales communiquant d'une part avec lesdites rives latérales par les canaux horizontaux et d'autre part avec des gouttières prévues sur les rives supérieures et inférieures.The invention relates to elements of this type and tends to remedy their drawbacks with regard to resistance to lateral forces, the production of joints and chaining, openings, adaptability to different installation problems, flexibility at the level of architect's plans, while remaining light, easy to handle by hand, usable by the greatest number and not requiring, on site, a specific technology, of a simple implementation, economical of hand d 'work and materials. The basic construction element according to the invention consists of a rectangular, multilayer, shuttering height block, formed of a core of light insulating material, coated with an external facing resistant to impact and weathering and of an internal facing intended to be painted or coated, and comprising recesses for the pouring of concrete, characterized in that said recesses have the form of a resile made up of internal, vertical and horizontal channels which are intertwined, embedded in the insulating core and regularly spaced, the vertical channels adjacent to the lateral banks communicating on the one hand with said lateral banks by the horizontal channels and on the other hand with gutters provided on the upper and lower banks.
De préférence, l'épaisseur de matériau isolant léger de part et d'autre de chaque évidement canal n'est pas inférieure à 5 cm vers l'extérieur et à 4 cm vers l'intérieur.Preferably, the thickness of light insulating material on either side of each channel recess is not less than 5 cm towards the outside and 4 cm towards the inside.
Le bloc ainsi réalisé est léger et facile à manipuler ; après sa mise en place, le coulage du béton dans la résille assure au bâtiment une ossature tant verticale qu'horizontale qui le rend porteur, assure la liaison et le jointoiement entre éléments contigus ainsi que la résistance de l'ensemble aux efforts latéraux. D'autre part, le bloc peut être facilement découpé au droit des canaux verticaux ou horizontaux, ce qui assure une grande souplesse de dimensionnement tant en largeur qu'en hauteur des murs et ouvertures, l'encadrement de ces dernières étant automatiquement assurées. En outre, ce bloc résout le problème des ponts thermiques tant aux jonctions verticales qu'aux jonctions horizontales.The block thus produced is light and easy to handle; after its installation, pouring the concrete into the mesh provides the building with both a vertical and horizontal framework which makes it load-bearing, ensures the connection and jointing between adjacent elements as well as the resistance of the assembly to lateral forces. On the other hand, the block can be easily cut to the right of the vertical or horizontal channels, which ensures great flexibility in dimensioning both in width and in height of the walls and openings, the framing of the latter being automatically ensured. In addition, this block solves the problem of thermal bridges both at the vertical junctions and at the horizontal junctions.
L'invention vise également les dispositions suivantes qui, en combinaison avec les caractéristiques précédentes, lui confèrent la valeur d'un système de construction complet :
- a) Les tronçons de canaux horizontaux situés de part et d'autre d'un canal vertical sont borgnes et séparés de ce canal par une cloison mince, et facile à briser pour établir la communication entre canaux horizontaux et verticaux.
- b) La gouttière supérieure est séparée de certains au moins des canaux verticaux par une semblable cloison mince et destructible.
- c) Les rives latérales comportent des gouttières en forme de demi-canaux.
- d) En variante, les parements latéraux de l'âme d'un bloc ont un profil en section en forme de tenon et mortaise correspondants.
- e) Un bloc est composé de l'assemblage d'au moins une âme en matériau isolant léger de faible largeur à parements latéraux en tenon et mortaise, comportant un seul canal vertical et des tronçons de canaux horizontaux séparés du canal vertical par des cloisons minces, avec un parement externe commun résistant aux chocs et aux intempéries et un parement interne commun destiné à être peint et revêtu.
- f) Pour l'assemblage de deux blocs ou fractions de blocs adjacents latéralement, il est prévu, au droit de chaque canal (ou gouttière) vertical des gorges permettant l'introduction de clefs constituées par un profilé en matière plastique de section en I, tant sur la face interne que sur la face externe, entre canal et parement.
- g) Pour l'assemblage en partie haute, la face supérieure externe du bloc est prolongée, sur une certaine hauteur par un rebord lui-même terminé par un relevé situé à l'aplomb du bord externe de la gouttière supérieure.
- a) The sections of horizontal channels located on either side of a vertical channel are blind and separated from this channel by a thin partition, and easy to break to establish communication between horizontal and vertical channels.
- b) The upper gutter is separated from at least some of the vertical channels by a similar thin and destructible partition.
- c) The lateral banks have gutters in the form of half-channels.
- d) As a variant, the lateral facings of the core of a block have a sectional profile in the shape of a corresponding tenon and mortise.
- e) A block is composed of the assembly of at least one core of light insulating material of small width with lateral tenon and mortise facing, comprising a single vertical channel and sections of horizontal channels separated from the vertical channel by thin partitions , with a common external facing resistant to impact and bad weather and a common internal facing intended to be painted and coated.
- f) For the assembly of two blocks or fractions of adjacent blocks laterally, there are provided, at the level of each vertical channel (or gutter) grooves allowing the introduction of keys constituted by a plastic section of I-section, both on the internal face and on the external face, between channel and facing.
- g) For the assembly in the upper part, the external upper face of the block is extended, over a certain height by a rim itself terminated by a raised line located directly above the external edge of the upper gutter.
Ainsi est-il possible de placer ou couler un plancher qui sera relié au chaînage supérieur et servira de base à la pose d'un étage supérieur.So it is possible to place or pour a floor which will be connected to the upper chaining and will serve as a basis for laying an upper floor.
h) Pour la réalisation du soubassement, il est prévu un bloc longrine de même constitution que le bloc de base, mais- de hauteur réduite et de longueur de préférence supérieure.h) For the realization of the base, there is provided a sill block of the same constitution as the base block, but- of reduced height and preferably longer length.
Cette disposition supprime les ponts thermiques que l'on trouve habituellement à cet endroit.This arrangement removes the thermal bridges that are usually found at this location.
i) Les canaux horizontaux sont de section nettement plus faible que les canaux verticaux, de préférence de section au moins moitié moindre.i) The horizontal channels are of significantly smaller cross section than the vertical channels, preferably of at least half less cross section.
j) Des vides verticaux sont prévus dans l'âme du bloc de part et d'autre des canaux horizontaux.j) Vertical voids are provided in the core of the block on either side of the horizontal channels.
k) Pour la réalisation des angles de bâtiment, il est prévu des blocs d'angle constitués d'une âme en forme générale de poteau de section rectangulaire, muni d'un canal vertical, comportant deux parements verticaux à profil en tenon et mortaise sur deux côtés adjacents communiquant avec le canal vertical par des tronçons de canaux horizontaux correspondant avec ceux des blocs ordinaires, les deux autres parements eux-mêmes adjacents, étant revêtus soit du parement interne soit du parement externe.k) For the construction of building angles, corner blocks are provided consisting of a core in the general shape of a post of rectangular section, provided with a vertical channel, comprising two vertical facings with tenon and mortise profile on two adjacent sides communicating with the vertical channel by sections of horizontal channels corresponding to those of ordinary blocks, the other two facing themselves being adjacent, being coated with either the internal facing or the external facing.
Ces dispositions ainsi que d'autres sont décrites ci-après avec référence aux dessins annexés, sur lesquels :These and other arrangements are described below with reference to the accompanying drawings, in which:
Les figures 1, 2 et 3 sont trois vues en coupe d'un exemple de réalisation de bloc de base, la figure 1 étant une coupe selon B-B de la figure 2, la figure 2 une coupe selon A-A de la figure 1 et la figure 3 une coupe selon C-C de la figure 2.Figures 1, 2 and 3 are three sectional views of an exemplary embodiment of the base block, Figure 1 being a section along BB of Figure 2, Figure 2 a section along AA of Figure 1 and Figure 3 a section along CC of FIG. 2.
La figure 4 est une coupe verticale illustrant la liaison d'un bloc de base avec un bloc longrine et une dalle de plancher.Figure 4 is a vertical section illustrating the connection of a basic block with a sill block and a slab of floor.
La figure 5 est une coupe verticale illustrant la mise en place d'un plancher d'étage par superposition de blocs.Figure 5 is a vertical section illustrating the establishment of a floor floor by superposition of blocks.
La figure 6 illustre en coupe horizontale partielle le détail des clefs d'étanchéité et des gorges prévues pour leur mise en place.Figure 6 illustrates in partial horizontal section the detail of the sealing keys and grooves provided for their establishment.
La figure 7 illustre en coupe verticale la liaison bloc/ acrotère.Figure 7 illustrates in vertical section the block / parapet connection.
La figure 8 illustre en coupe verticale la liaison bloc/ charpente en bois.Figure 8 illustrates in vertical section the block connection / wooden frame.
La figure 9 illustre en coupe la liaison bloc/menuiserie.Figure 9 illustrates in section the block / joinery connection.
La figure 10 illustre en coupe horizontale un bloc/loggia.Figure 10 illustrates in horizontal section a block / loggia.
La figure 11 illustre en coupe verticale un bloc/balcon.Figure 11 illustrates in vertical section a block / balcony.
Les figures 12, 13 et 14 sont trois vues en coupe d'une variante de réalisation du bloc de base, la figure 12 étant une coupe selon B-B de la figure 13, la figure 13 une coupe selon A-A de la figure 12 et la figure 14 une coupe selon C-C de la figure 13.Figures 12, 13 and 14 are three sectional views of an alternative embodiment of the base block, Figure 12 being a section along BB of Figure 13, Figure 13 a section along AA of Figure 12 and Figure 14 a section along CC of FIG. 13.
Les figures 15 et 16 illustrent, en coupe horizontale, un bloc d'angle extérieur et un bloc d'angle intérieur.Figures 15 and 16 illustrate, in horizontal section, an exterior corner block and an interior corner block.
La figure 17 illustre en coupe horizontale partielle le détail de constitution d'un bloc à âme multiple, ainsi que l'assemblage de deux blocs adjacents.FIG. 17 illustrates in partial horizontal section the detail of constitution of a block with multiple core, as well as the assembly of two adjacent blocks.
La figure 18 illustre en coupe horizontale la réalisation d'un refend.Figure 18 illustrates in horizontal section the production of a split.
En se reportant aux figures 1, 2 et 3, on voit que le bloc ou élément de base de l'invention a la forme d'un panneau rectangulaire constitué d'une âme 1 en matériau isolant (mousse de polystyrène expansé, de polychlorure de vinyle, formophénolique, ou polyuréthane chargée ou béton cellulaire) revêtu d'un parement externe 2 résistant tel qu'une couche ou un enduit pelliculaire de ciment armé de fibres de verre, ou de fibres aramide , ou fibres de carbone et nervuré , et d'un parement interne 3 identique à 2 ou en plâtre cartonné. Un tel bloc peut avoir des dimensions de hauteur d'étage, pour une largeur de 1,20 m, une épaisseur de 0,25 m le poids est de l'ordre de 70 kg. Toutes autres largeur et épaisseur fait évidemment varier le poids.Referring to Figures 1, 2 and 3, we see that the block or basic element of the invention has the shape of a rectangular panel consisting of a core 1 of insulating material (expanded polystyrene foam, polychloride of vinyl, formophenolic, or filled polyurethane or aerated concrete) coated with a resistant external facing 2 such as a layer or a film coating of cement reinforced with glass fibers, or aramid fibers, or carbon fibers and ribbed, and d '' an internal facing 3 identical to 2 or made of cardboard plaster. Such a block can have storey height dimensions, for a width of 1.20 m, a thickness of 0.25 m, the weight is of the order of 70 kg. All other width and thickness obviously varies the weight.
Conformément à l'invention, ce bloc rectangulaire est muni d'évidements constitués de canaux verticaux 4 et horizontaux 5, entrecroisés, noyés dans l'âme 1, régulièrement espacés et formant une résille orthogonale ; les canaux verticaux 4a, 4b, qui sont les plus proches des rives latérales, communiquent d'une part avec lesdites rives latérales par les tronçons latéraux des canaux horizontaux 5 et ils communiquent d'autre part avec les gouttières horizontales 7, 8 prévues sur les rives supérieures et inférieures.According to the invention, this rectangular block is provided with recesses consisting of vertical 4 and horizontal 5 channels, intersecting, embedded in the core 1, regularly spaced and forming an orthogonal mesh; the
A la mise en oeuvre, une fois rapprochés les blocs adjacents, la coulée de béton dans la gouttière supérieure 7 assure le remplissage des canaux verticaux latéraux, des tronçons de canaux horizontaux joignant deux blocs adjacents ainsi que la gouttière inférieure 8. On obtient ainsi un chaînage haut et un chaînage bas reliés par des échelles de béton enjambant deux blocs adjacents.When in use, once the adjacent blocks are brought together, the concrete pouring into the
Dans l'exemple des figures 1 à 3, tous les canaux verticaux et horizontaux sont remplis de béton, ce qui donne une ossature plus lourde que dans la variante préférée des figures 12, 13 et 14, dans laquelle l'ossature est constituée par les chaînages haut et bas résultant des gouttières 7 et 8, lesdits chaînages étant reliés par des échelles de béton ci- dessus, tandis que les canaux verticaux et horizontaux médians restent vides, ce qui conduit à une économie importante, à un allègement de la construction et à une augmentation de l'isolation.In the example of FIGS. 1 to 3, all the vertical and horizontal channels are filled with concrete, which gives a heavier framework than in the preferred variant of FIGS. 12, 13 and 14, in which the framework is constituted by the top and bottom chaining resulting from
De préférence, l'entraxe des canaux sera de 30 cm et un bloc de base comportera en largeur quatre trames pour sept trames en hauteur plus deux espaces d'adaptation, comme représenté.Preferably, the center distance of the channels will be 30 cm and a base block will have four frames in width for seven frames in height plus two adaptation spaces, as shown.
Les dimensions en section des canaux et gouttières sont déterminées de préférence de telle sorte qu'il reste une épaisseur minimumde 5 cm de matériau isolant entre eux et la paroi extérieure, et 4 cm entre eux et la paroi intérieure.The dimensions in section of the channels and gutters are preferably determined so that a minimum thickness of 5 cm of insulating material remains between them and the outer wall, and 4 cm between them and the inner wall.
Lorsque plusieurs blocs sont alignés côte à côte, le coulage de béton dans les évidements (après introduction des aciers nécessités par le calcul) fournit une ossature tant verticale qu'horizontale, assurant le caractère porteur ou autoporteur de l'ensemble, la liaison horizontale et le jointoiement des blocs ainsi que la résistance aux efforts latéraux.When several blocks are aligned side by side, the pouring of concrete into the recesses (after introduction of the steels required by the calculation) provides a framework, both vertical and horizontal, ensuring the load-bearing or self-supporting character of the assembly, the horizontal connection and jointing of the blocks as well as resistance to lateral forces.
Le bloc de base selon l'invention constitue ainsi un composant pour la construction, répondant aux objectifs recherchés.The basic block according to the invention thus constitutes a component for construction, meeting the objectives sought.
En outre, ce bloc peut facilement être tronçonné au droit de l'axe des canaux 4 et 5, ce qui permet, si la trame est de 30 cm, de réaliser toutes dimensions de murs multiples de 0,30 m, ce qui donne une grande souplesse au système.In addition, this block can easily be cut to the right of the axis of
Dans le cas de découpage vertical, il n'y a pas de chute, les tronçons pouvant être tous utilisés, chaque découpe transformant un canal 4 en deux gouttières latérales 6 identiques.In the case of vertical cutting, there is no fall, the sections being able to be all used, each cutting transforming a
Dans le cas de découpage horizontal, la partie inférieure constitue une chute ; en effet, l'invention prévoit que la face externe du bloc soit prolongée en partie haute par un rebord 9 de l'ordre de 15 à 20 cm de haut et sur une épaisseur de l'ordre de 5 cm, ce rebord étant lui-même terminé par un rebord 10 à l'aplomb du bord externe de la gouttière 7 ; il en résulte, en cas de découpage horizontal, que seule la fraction de bloc supérieure est munie de cette disposition destinée à permettre la réalisation de dalles de plancher ou de plafond.In the case of horizontal cutting, the lower part constitutes a fall; indeed, the invention provides that the external face of the block is extended at the top by a
Cette réalisation est représentée figures 4 et 5. Sur ces figures, on voit un bloc de base 11 superposé à un bloc longrine (figure 4) ou à un autre bloc de base (figure 5).This embodiment is shown in Figures 4 and 5. In these figures, we see a
Le bloc longrine 12 de la figure 4 a la même constitution que le bloc de base des figures 1 à 3 mais une hauteur limitée, correspondant par exemple à une trame de 30 cm, et une longueur au moins égale à celle d'un bloc de base. Ce peut être par exemple un bloc de base tronçonné, mais selon l'invention, il est de préférence prévu un bloc longrine de dix trames (3 mètres) ou davantage, afin de réaliser une meilleure assise.The
A la construction, on préparera une maçonnerie ordinaire en 13, sur laquelle reposera le bloc longrine 12 de façon que sa partie supérieure soit au-dessus du terrain naturel 14. La dalle 15 est coulée d'un seul tenant avec le chaînage 16 qui s'insère dans la gouttière supérieure 7 du bloc longrine 12. Le bloc de base 11 vient reposer sur la dalle 15 et le bloc longrine 12, le relevé 10 venant s'insérer dans la gouttière 8 du bloc 11 avec interposition d'un joint d'étanchéité 17. Le ferraillage 18 assure la liaison entre maçonnerie de base 13, bloc longrine 12, dalle 15, chaînage 16 et bloc 11.During construction, an ordinary masonry at 13 will be prepared, on which the
Une disposition analogue se retrouve figure 5 pour la réalisation d'un plancher intermédiaire, qui peut être constitué en deux couches, une dalle ou un hourdis 19 et un béton complémentaire 20,A similar arrangement is found in Figure 5 for the production of an intermediate floor, which can be consisting of two layers, a slab or a
On remarquera que le sciage de la lèvre interne 37 de la gouttière 8 permet d'augmenter l'épaisseur du plancher de plusieurs centimètres.Note that sawing the
La figure 6 illustre la liaison latérale entre deux blocs contigus. Cette liaison est obtenue par des clefs 21, profilés plastiques de section en I, qui sont enfilées dans des gorges ou évidements 22 prévus dans l'âme 1 en arrière des voisinages des parements interne et externe 2 et 3. Les clefs 21 assurent l'alignement, l'étanchéité et empêchent le béton de pénétrer dans les joints au moment du coulage.FIG. 6 illustrates the lateral connection between two contiguous blocks. This connection is obtained by
Il est prévu des gorges 22 au droit de chaque canal vertical 4, comme sur les bords des gouttières 6.
De préférence, une marque 23 telle qu'une rainure ou nervure, permet de repérer de l'extérieur l'emplacement de l'axe d'un canal 6 et de guider un tronçonnage éventuel.Preferably, a
Le parement externe 2 est nervuré en 24 au droit de l'axe d'un canal 4 comme sur les bords 25, de sorte qu'après tronçonnage, chaque fraction de bloc se trouve pourvuesur ses tranches, des mêmes nervures et gorges qu'un bloc de base. Une nervure du même type est prévue sur chaque trame horizontale.The
Dans l'exemple des figures 12, 13 et 14, les rives latérales comportent non pas des gouttières 6 en forme de demi-canaux verticaux 4 (figures 1, 2, 3) mais des profils pleins en tenon 6a et mortaise 6b de formes correspondantes.In the example of FIGS. 12, 13 and 14, the lateral edges do not include
De plus les tronçons de canaux horizontaux 5 sont séparés des canaux verticaux 4 par des cloisons 11 suffisamment minces pour être aisément destructibles,-mais suffisantes pour résister à la poussée du béton à la coulée, et la gouttière supérieure 7 est séparée des canaux verticaux 4 par une cloison 12 mince et destructible, du type des cloisons 11.In addition, the
Dans la figure 12 cette cloison est représentée maintenue sur les canaux verticaux médians et détruite au-dessus des canaux verticaux latéraux, de même que sont représentées comme détruites les cloisons séparant les canaux verticaux latéraux 4a, 4b des rives latérales.In FIG. 12 this partition is shown maintained on the median vertical channels and destroyed above the lateral vertical channels, just as the partitions separating the lateral
Si des raisons constructives rendent utile ou nécessaire le remplissage d'un canal médian soit horizontal, soit vertical, il suffit de détruire les cloisons 11 ou 12 correspondantes au moment du montage ou avant la coulée pour que ce remplissage soit assuré.If constructive reasons make it useful or necessary to fill a median channel, either horizontal or vertical, it suffices to destroy the corresponding
De telles occurrences se présenteront par exemple pour la réalisation de linteaux ou d'ouvertures.Such occurrences will arise for example for the production of lintels or openings.
Comme on peut le voir sur le dessin, il n'est plus prévu, pour l'alignement de blocs adjacents, de gorges dans lesquelles enfiler des clavettes, du fait de l'alignement par tenon et mortaise 6a, 6b.As can be seen in the drawing, it is no longer provided, for the alignment of adjacent blocks, grooves in which to thread keys, due to the alignment by tenon and
Selon une autre disposition de l'invention, représentée figure 17, l'âme 1 d'un bloc tel que représenté figure 12 résulte de l'assemblage de une ou plusieurs âmes élémentaires à un seul canal vertical, avec les parements 2 et 3. On peut ainsi réaliser des blocs de largeurs différentes, multiples entiers de la largeur de l'âme élémentaire.According to another arrangement of the invention, shown in FIG. 17, the core 1 of a block as shown in FIG. 12 results from the assembly of one or more elementary cores with a single vertical channel, with the
Les parements externes d'un bloc comporteront des nervures 25 sur leurs bords verticaux et horizontal bas et des ner- vurations 24 au droit des canaux 5 et du joint entre deux âmes élémentaires avec une marque ou nervures externes 23 de repérage, ce qui permet de tronçonner un bloc large en sous multiples ; le tronçonnage vertical d'un bloc en sous-multiples se fait donc au droit des séparations entre âmes élémentaires adjacentes et non au droit des canaux verticaux.The external facings of a block will have
La section des canaux horizontaux 5 est bien moindre que celle des canaux verticaux. Dans l'exemple représenté, leur rapport est de l'ordre de 1/4 ce qui d'une part économise de la matière et d'autre part permet de prévoir à la fabrication des canaux verticaux aveugles 26, de part et d'autre des canaux horizontaux 5, les canaux 26 n'étant jamais remplis.The cross section of the
Pour la réalisation d'angles de bâtiment, il est prévu des blocs d'angles formés d'une âme élémentaire 1 à un seul canal vertical 4 portant les parements latéraux à tenon et mortaise 6a, 6b sur des faces adjacentes et portant soit le parement externe 2 soit le parement interne 3, sur les deux autres faces adjacentes (figure 15).For the construction of building angles, blocks of angles are provided formed of an elementary core 1 with a single
Pour les angles rentrants, il est préféré, pour une meilleure étanchéité, de prévoir une âme 1 plus volumineuse permettant de réaliser un angle rentrant revêtu de parement externe 2 (figure 16).For re-entrant angles, it is preferred, for better sealing, to provide a larger core 1 allowing a re-entrant angle coated with external facing 2 (FIG. 16).
Le système et le bloc préfabriqués selon l'invention s'adaptent très facilement à la mise en place d'une acrotère préfabriquée, ainsi que le montre la figure 7,qui en illustre le détail. L'acrotère 28 est posée sur la dalle 19, 20 en chevauchement du relevé 10, avec joint plastique 17. Elle est fixée par l'acier de clavetage 29 pour lequel une réserve 30 est prévue dans l'acrotère 28.The prefabricated system and block according to the invention adapt very easily to the installation of a prefabricated acroterion, as shown in FIG. 7, which illustrates the detail thereof. The
La liaison à une charpente en bois est illustrée figure 8. Le rebord supérieur 9 des blocs (figure 1) sera par exemple coupé, et la charpente reposera sur le chaînage haut 31 coulé dans la gouttière 7. Des pattes 32 ancrées dans les canaux 4 et 6 assureront la fixation de la ferme 33. Un plafond 34 pourra être suspendu à la charpente.The connection to a wooden frame is illustrated in Figure 8. The
Les ouvertures seront réalisées par découpage des blocs, de préférence, mais non nécessairement, selon la trame des canaux 4 et 5. La souplesse du système est, sur ce plan, totale. Des cadres métalliques 35 (figure 9) de type courant, complémentaires aux menuiseries 36, viendront habiller les ouvertures et serviront de coffrage pour la coulée du béton dans les canaux.The openings will be made by cutting the blocks, preferably, but not necessarily, along the frame of the
Pour la réalisation d'une loggia, d'un auvent, d'une cage d'escalier, etc... il est souvent nécessaire de prévoir des pans de mur venant en épi vers l'extérieur. L'invention prévoit à cette fin des blocs loggia (figure 10) munis du parement externe 2 sur ses deux faces principales et sur une tranche, l'autre tranche étant munie d'une gouttière 6 comme élément de base.For the realization of a loggia, an awning, a staircase, etc ... it is often necessary to provide sections of wall coming in spike towards the outside. To this end, the invention provides loggia blocks (FIG. 10) provided with the
Les balcons pourront être réalisés avec un tel élément ou de préférence avec un élément spécial (figure 11) d'épaisseur décroissante et à parement supérieur renforcé. Il est à noter que seul le balcon nécessite un coulage de béton préalable à sa mise en place et une manipulation à la grue.The balconies can be made with such an element or preferably with a special element (Figure 11) of decreasing thickness and with reinforced upper facing. It should be noted that only the balcony requires concrete pouring prior to its installation and handling by crane.
La réalisation d'un balcon par un bloc selon l'invention évite la formation de pont thermique,The realization of a balcony by a block according to the invention avoids the formation of thermal bridge,
La figure 18 illustre la réalisation d'un mur de refend, par exemple entre deux appartements. Il est obtenu en ouvrant vers l'intérieur, à la scie un canal 4 et en plaçant un bloc de refend muni sur chaque face d'un parement interne 3. Cette opération peut être réalisée aussi bien au droit d'un joint entre deux blocs qu'en face d'un canal 4 comme représenté figure 14. Avec un tel bloc refend, la protection acoustique et thermique entre deux appartements est égale à celle envers l'extérieur de l'immeuble.Figure 18 illustrates the construction of a cross wall, for example between two apartments. It is obtained by opening inward, with a saw, a
Il ressort de la description qui précède que le bloc selon l'invention et ses accessoires, blocs spéciaux et clefs, permet de réaliser un système de construction cohérent, simple à mettre en oeuvre, par des moyens très économiques pour des résultats de résistance et isolation très remarquables.It appears from the above description that the block according to the invention and its accessories, special blocks and keys, makes it possible to produce a coherent construction system, simple to implement, by very economical means for very remarkable resistance and insulation results.
Claims (18)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT82401676T ATE13920T1 (en) | 1981-09-16 | 1982-09-15 | COMPONENT AND ITS INSTALLATION. |
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8117452A FR2512865A1 (en) | 1981-09-16 | 1981-09-16 | Insulating wall panel as permanent form in situ concrete frame - uses clad lightweight core to form intersecting voids for beams and columns |
FR8117452 | 1981-09-16 | ||
FR8206392 | 1982-04-14 | ||
FR8206392A FR2525257A2 (en) | 1982-04-14 | 1982-04-14 | Insulating wall panel as permanent form in situ concrete frame - uses clad lightweight core to form intersecting voids for beams and columns |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0074908A1 true EP0074908A1 (en) | 1983-03-23 |
EP0074908B1 EP0074908B1 (en) | 1985-06-19 |
Family
ID=26222542
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP82401676A Expired EP0074908B1 (en) | 1981-09-16 | 1982-09-15 | Building element and its application |
Country Status (2)
Country | Link |
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EP (1) | EP0074908B1 (en) |
DE (1) | DE3264294D1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2632673A1 (en) * | 1988-06-08 | 1989-12-15 | Serre Michel | Industrialised modular element permitting the module-based construction of walls finished internally and incorporating heat and sound insulation |
EP0648304A1 (en) * | 1991-09-24 | 1995-04-19 | Building Solutions Pty. Ltd | Building panel and buildings using the panel |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1305542A (en) * | 1961-08-22 | 1962-10-05 | building element | |
GB943679A (en) * | 1962-07-24 | 1963-12-04 | Kristian Ragnvald Holst Larsen | Building unit for a concrete wall |
FR1563687A (en) * | 1967-11-06 | 1969-04-18 | ||
US3563582A (en) * | 1968-08-05 | 1971-02-16 | Grace W R & Co | Spline joint |
DE2156006A1 (en) * | 1971-11-11 | 1973-07-26 | Fred Konzuch | CONCRETE FRAMEWORK (DIAGONAL ARRANGEMENT) WITH HARD FOAM OR. LIGHTWEIGHT FORMING ELEMENTS WHICH ARE FILLING, PLASTERING AND INSULATING PARTS AT THE SAME TIME |
FR2239571A1 (en) * | 1973-08-03 | 1975-02-28 | Apollo Plastics | Modular building panel system - having foam, pref. polyurethane, cores with internal columns of cast concrete |
DE2447845A1 (en) * | 1974-10-08 | 1976-04-22 | Guenter Gubela | Lightweight foamed-plastic building panel reinforcement - comprising grid of plastic tubes |
FR2460374A1 (en) * | 1979-06-28 | 1981-01-23 | Bulte Jacques | Composite insulation blocks for structural purposes - with interconnecting holes for cast concrete reinforcement |
FR2489396A1 (en) * | 1980-08-28 | 1982-03-05 | Const Rapides Ste Indle | Prefabricated concrete panel for building - has short length horizontal circular conduits for passage of joints grout |
-
1982
- 1982-09-15 EP EP82401676A patent/EP0074908B1/en not_active Expired
- 1982-09-15 DE DE8282401676T patent/DE3264294D1/en not_active Expired
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1305542A (en) * | 1961-08-22 | 1962-10-05 | building element | |
GB943679A (en) * | 1962-07-24 | 1963-12-04 | Kristian Ragnvald Holst Larsen | Building unit for a concrete wall |
FR1563687A (en) * | 1967-11-06 | 1969-04-18 | ||
US3563582A (en) * | 1968-08-05 | 1971-02-16 | Grace W R & Co | Spline joint |
DE2156006A1 (en) * | 1971-11-11 | 1973-07-26 | Fred Konzuch | CONCRETE FRAMEWORK (DIAGONAL ARRANGEMENT) WITH HARD FOAM OR. LIGHTWEIGHT FORMING ELEMENTS WHICH ARE FILLING, PLASTERING AND INSULATING PARTS AT THE SAME TIME |
FR2239571A1 (en) * | 1973-08-03 | 1975-02-28 | Apollo Plastics | Modular building panel system - having foam, pref. polyurethane, cores with internal columns of cast concrete |
DE2447845A1 (en) * | 1974-10-08 | 1976-04-22 | Guenter Gubela | Lightweight foamed-plastic building panel reinforcement - comprising grid of plastic tubes |
FR2460374A1 (en) * | 1979-06-28 | 1981-01-23 | Bulte Jacques | Composite insulation blocks for structural purposes - with interconnecting holes for cast concrete reinforcement |
FR2489396A1 (en) * | 1980-08-28 | 1982-03-05 | Const Rapides Ste Indle | Prefabricated concrete panel for building - has short length horizontal circular conduits for passage of joints grout |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2632673A1 (en) * | 1988-06-08 | 1989-12-15 | Serre Michel | Industrialised modular element permitting the module-based construction of walls finished internally and incorporating heat and sound insulation |
EP0648304A1 (en) * | 1991-09-24 | 1995-04-19 | Building Solutions Pty. Ltd | Building panel and buildings using the panel |
EP0648304A4 (en) * | 1991-09-24 | 1996-05-22 | Building Solutions Pty Ltd | Building panel and buildings using the panel. |
Also Published As
Publication number | Publication date |
---|---|
EP0074908B1 (en) | 1985-06-19 |
DE3264294D1 (en) | 1985-07-25 |
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