FR2556387A1 - Construction element of the type made of expanded polystyrene, intended for building a wall - Google Patents
Construction element of the type made of expanded polystyrene, intended for building a wall Download PDFInfo
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- FR2556387A1 FR2556387A1 FR8319962A FR8319962A FR2556387A1 FR 2556387 A1 FR2556387 A1 FR 2556387A1 FR 8319962 A FR8319962 A FR 8319962A FR 8319962 A FR8319962 A FR 8319962A FR 2556387 A1 FR2556387 A1 FR 2556387A1
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- wall
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/40—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
- E04B2/44—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls
- E04B2/46—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
- E04B2/54—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities the walls being characterised by fillings in all cavities in order to form a wall construction
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
Description
"ELEMENT DE CONSTRUCTION"
La présente invention a pour objet un élément de construction jouant à la fois le ralle de coffrage perdu pour le coulage de béton et d'isolant phonique et thermique, du type réalisé en polystyrène expansé et formé par deux parois verticales parallèles présentant des structures d'assemblage sur leurs tranches supérieures et inférieures, et entretoisées par des cloisons intermédiaires dont les bords supérieurs et inférieurs sont échancrés, ces parois verticales et ces cloisons intermédiaires, d'un ensemble de tels éléments de construction empilés et alignés pour former an mur ou similaire, délimitant entre elles un réseau propre à recevoir du béton et son ferraillage.Ces éléments de construction font office de coffrage perdu et sont conser vés après coulage du béton pour procurer au mur ou similaire ainsi construit, des caractéristiques d'isolation thermique et phonique."ELEMENT OF CONSTRUCTION"
The present invention relates to a building element playing both the form of lost formwork for pouring concrete and sound and thermal insulation, of the type made of expanded polystyrene and formed by two parallel vertical walls having structures of assembly on their upper and lower edges, and braced by intermediate partitions whose upper and lower edges are indented, these vertical walls and these intermediate partitions, of a set of such construction elements stacked and aligned to form a wall or the like, delimiting between them a network suitable for receiving concrete and its reinforcement. These construction elements act as lost formwork and are preserved after pouring concrete to provide the wall or similar thus constructed, with thermal and sound insulation characteristics.
Les éléments connus de ce type ne sont en général pas modulables, c'est-àZdire cpu'iL n'est pas possible de les adapter, par exemple par tronçonnage, â un pas inférieur à leur longueur d'origine sans détruire les moyens de liaison entre deux éléments adjacents prévus le long des chants verticaux de leurs parois. Known elements of this type are generally not modular, that is to say, it is not possible to adapt them, for example by cutting, to a pitch less than their original length without destroying the means of connection between two adjacent elements provided along the vertical edges of their walls.
La présente invention vise à remédier à ces inconvé nient s. The present invention aims to remedy these drawbacks.
A cet effet, dans l'élément de construction qu'elle concerne et qui est du type précité, du'une part, chacune des parois présente une rangée de canaux verticaux débouchant dans ses tranches horizontales haute et basse et réparties régulièrement sur la longueur de l'élément, chaque chant latéral vertical de chaque paroi présentant un demi canal c'est-à-dire une gorge semi-cylindrique apte à loger partiellement une clé cylindrique d'assemblage, et d'autre part, chaque tranche horizontale de chaque paroi présente un profil d'assemblage complémentaire du profil de l'autre tranche de la même paroi. To this end, in the building element which it concerns and which is of the aforementioned type, on the one hand, each of the walls has a row of vertical channels opening into its high and low horizontal sections and distributed regularly over the length of the element, each vertical lateral edge of each wall having a half channel, that is to say a semi-cylindrical groove capable of partially accommodating a cylindrical assembly key, and on the other hand, each horizontal slice of each wall has an assembly profile complementary to the profile of the other edge of the same wall.
Ce profil d'assemblage est par exemple constitué par un redan de forme sinusoldale contournant les extrémités des canaux verticaux. This assembly profile is for example constituted by a step of sinusoidal shape bypassing the ends of the vertical channels.
L'élément de construction ainsi réalisé peut être tron çonné suivant les axes longitudinaux de deux canaux verticaux correspondants des deux parois, la distance séparant deux canaux adjacents d'une même paroi déterminant le pas auquel cet élément peut être adapté. The construction element thus produced can be sectioned along the longitudinal axes of two corresponding vertical channels of the two walls, the distance separating two adjacent channels from the same wall determining the pitch to which this element can be adapted.
Avantageusement, les clés d'assemblage sont des tubes cylindriques aptes à servir de canalisation d'eau ou de gaine électrique. Un gain de temps appréciable est ainsi obtenu pour l'installation en eau et en électricité lors de la construction d'une maison. Advantageously, the assembly keys are cylindrical tubes suitable for serving as a water pipe or an electrical sheath. An appreciable time saving is thus obtained for the installation of water and electricity during the construction of a house.
Les faces externes des parois peuvent être lisses et recevoir n'importe quel parement en feuille ou enduit hydraulique mince avec armature en tissu de verre. The external faces of the walls can be smooth and receive any sheet facing or thin hydraulic coating with glass fabric reinforcement.
Cependant, pour permettre l'application, sur les faces externes des murs réalisés avec ces éléments de construction, d'un enduit hydraulique épais avec armature en grillage mé- tallique ou sur leurs faces internes d'enduits en plâtre projeté ou similaires, selon une forme d'exécution particu lière de l'invention, chaque face de paroi destinée à recevoir un tel enduit présente des gorges verticales de section en queue d'aronde ou similaire. However, to allow the application, on the external faces of the walls made with these construction elements, of a thick hydraulic coating with reinforcement in wire mesh or on their internal faces of plaster sprayed or similar, according to a particular embodiment of the invention, each wall face intended to receive such a coating has vertical grooves of dovetail section or the like.
Pour permettre la réalisation de tout le coffrage d'une maison à partir de ces éléments de construction, différentes variantes sont prévues à partir de l'élément de construction de base. To allow the realization of all the formwork of a house from these construction elements, different variants are provided from the basic construction element.
I1 est ainsi prévu des éléments de ceinturage dont la paroi destinée à être placée à l'intérieur de la construction est moins haute de façon à recevoir le plancher ou le plafond, des éléments d'extréaités fermés à une extrémité par une paroi verticale, des éléments linteaux avec un fond pour former le haut de la porte ainsi que des éléments d'angles. I1 is thus provided for belt elements whose wall intended to be placed inside the construction is lower so as to receive the floor or the ceiling, end elements closed at one end by a vertical wall, lintel elements with a bottom to form the top of the door as well as corner elements.
De toute façon l'invention sera bien comprise et d'autres caractéristiques ressortiront à l'aide de la description qui suit, en référence au dessin schématique annexé, montrant à titres d'exemples non limitatifs plusieurs formes d'exécution de ces éléments de construction selon l'invention. In any case, the invention will be well understood and other characteristics will emerge with the aid of the description which follows, with reference to the appended schematic drawing, showing by way of nonlimiting examples several embodiments of these construction elements. according to the invention.
Figure 1 est une vue en perspective d'un élément de construction de base selon l'invention
Figure 2 est une vue de dessus de l'élément de construction de figure I
Figure 3 en est une vue en coupe selon 3-3 de figure 2
Figures4 et 5 sont, à échelle agrandie, des vues partielles respectivement de dessus et de dessous de l'élément de figure 1
Figure 6 est une vue similaire à figure 2 montrant un élément de ceinturage
Figure 7 est une vue en coupe selon 7-7 de figure 6
Figure 8 est une vue de dessous d'un élément linteau
Figures 9 et 10 en sont des vues en coupe respective.- ment selon 9-9 et 10- 0 de figure 8, et
Figure Il est une vue similaire à figure 1 d'un élément combiné d'angle et d'extrémité.Figure 1 is a perspective view of a basic building element according to the invention
Figure 2 is a top view of the building element of Figure I
Figure 3 is a sectional view along 3-3 of Figure 2
Figures 4 and 5 are, on an enlarged scale, partial views respectively from above and from below of the element of Figure 1
Figure 6 is a view similar to Figure 2 showing a belt element
Figure 7 is a sectional view along 7-7 of Figure 6
Figure 8 is a bottom view of a lintel element
Figures 9 and 10 are sectional views respectively according to 9-9 and 10-0 of Figure 8, and
Figure It is a view similar to Figure 1 of a combined corner and end element.
Ainsi que le montre la figure 1, un élément de construction de base (2) selon l'invention est formé de deux parois verticales (3) parallèles entretoisées par des cloisons verticales (4) intermédiaires présentant une échancrure (15) à chacune de leurs extrémités hautes et basses. As shown in Figure 1, a basic building element (2) according to the invention is formed of two vertical walls (3) parallel braced by vertical partitions (4) intermediate having a notch (15) at each of their high and low ends.
Chaque paroi verticale (3) présente deux faces l'une externe (5) c'est-à-dire tournée vers l'extérieur de l'élément, et l'autre interne (6) c'est-à-dire tournée vers l'inte- rieur de 1'élément (2), deux tranches, l'une supérieure (7), l'autre inférieure (8), ainsi que deux chants verticaux latéraux (9).Each vertical wall (3) has two faces, one external (5) that is to say facing the outside of the element, and the other internal (6) that is to say facing inside the element (2), two sections, one upper (7), the other lower (8), as well as two lateral vertical edges (9).
Des canaux verticaux cylindriques (10), régulièrement espacés, sont ménagés dans l'épaisseur de chaque paroi (3), à peu près à mi-distance de chacune de ses faces (5, 6). Cylindrical vertical channels (10), regularly spaced, are formed in the thickness of each wall (3), approximately halfway between each of its faces (5, 6).
Chaque canal (10) débouche dans les deux tranches supérieure (7) et inférieure (8) de la paroi (3) considérée, et est apte à recevoir une clé cylindrique d'assemblage, ou de préférence, un tybe cylindrique comme par exemple un tube électrique type "IRO", permettant le passage de fils électriques ou de canalisations, ce qui procure un gain de temps appréciable lors de l'installation électrique ou hydraulique du bâtiment. Each channel (10) opens into the two upper (7) and lower (8) sections of the wall (3) considered, and is capable of receiving a cylindrical assembly key, or preferably, a cylindrical tybe such as for example a "IRO" type electric tube, allowing the passage of electrical wires or pipes, which saves appreciable time during the electrical or hydraulic installation of the building.
Chaque chant latéral (9) de chaque paroi (3) présente un demi canal (11), c'est-à-dire une gorge semi-cylindrique, de sorte que deux éléments de construction (2) peuvent être assemblés bout-à-bout, une clé ou un tube cylindrique monté dans les deux gorges ou demi-canaux (11) se correspondant des deux éléments (2) constituant le joint d'assemblage vertical de ces deux éléments. Each side edge (9) of each wall (3) has a half channel (11), that is to say a semi-cylindrical groove, so that two construction elements (2) can be assembled end-to-end. end, a key or a cylindrical tube mounted in the two grooves or half-channels (11) corresponding to the two elements (2) constituting the joint for vertical assembly of these two elements.
Ce joint d'assemblage assure la solidarisation de deux éléments de construction montés bout-à-bout ainsi que la reprise des efforts dus à la poussée du béton lors du coulage des murs. Chaque élément de construction (2) peut être tronçonné transversalement suivant les axes longitudinaux de deux canaux (10) correspondants de ses deux parois (3), pour être adapté aux dimensions de la construction à réaliser. This joint assembly ensures the joining of two construction elements mounted end-to-end as well as the recovery of forces due to the thrust of the concrete during the pouring of the walls. Each construction element (2) can be cut transversely along the longitudinal axes of two corresponding channels (10) of its two walls (3), to be adapted to the dimensions of the construction to be produced.
La distance entre deux canaux verticaux (10), qui est de 100 me dans l'exemple du dessin, détermine le pas d'assemblage de deux éléments de construction. The distance between two vertical channels (10), which is 100 me in the example of the drawing, determines the pitch of assembly of two construction elements.
Bien entendu plus le pas de ces éléments (2), c'està-dire la distance entre deux canaux (10), est petit, plus ces éléments seront facilement modulables. Ces éléments de construction (2) peuvent aussi être tronçonnés en biais, c'est-à-dire selon les axes de deux canaux (10) décalés l'un par rapport à l'autre de ses deux parois (3) pour réaliser un angle. Of course, the smaller the pitch of these elements (2), that is to say the distance between two channels (10), the more these elements will be easily modular. These construction elements (2) can also be cut at an angle, that is to say along the axes of two channels (10) offset from each other by its two walls (3) to produce a angle.
Des redans (12, 13) de forme sinusoidale et contournant les extrémités des canaux verticaux (10) sont formés sur chaque tranche respectivement supérieure (7) et inférieure (8) de chaque paroi (3) de chaque élément de base (2). Ces redans (12, 13) ont des formes complémentaires de façon à permettre I'assemblage par empilage de ces éléments de construction (2), cet assemblage étant réalisé par embottement des redans (12) de la partie supérieure d'un élément avec les redans (13) de la partie inférieure de l'autre élément. Pour faciliter cet embottement des redans (12, 13), des chanfreins (14) sont prévus sur leurs faces respectivement supérieure et inférieure (cf figures 4 et 5). Steps (12, 13) of sinusoidal shape and bypassing the ends of the vertical channels (10) are formed on each respectively upper (7) and lower (8) edge of each wall (3) of each base element (2). These steps (12, 13) have complementary shapes so as to allow the assembly by stacking of these construction elements (2), this assembly being carried out by embedding the steps (12) of the upper part of an element with the steps (13) of the lower part of the other element. To facilitate this embedding of the steps (12, 13), chamfers (14) are provided on their upper and lower faces respectively (see Figures 4 and 5).
Pour former un mur, ou similaire, ces éléments de construction (2) sont empilés et/ou alignés, à l'aide des redans sinusoidaux (12, 13) et des canaux verticaux (10, 11). To form a wall, or the like, these construction elements (2) are stacked and / or aligned, using sinusoidal steps (12, 13) and vertical channels (10, 11).
Des fers à béton sont introduits dans les vides ménagés par ces éléments et notamment dans les échancrures (15) des cloisons (4) et dans les vides entre ces cloisons, de façon à former un réseau quadrillé, apte à recevoir le béton. Concrete bars are introduced into the voids provided by these elements and in particular in the notches (15) of the partitions (4) and in the voids between these partitions, so as to form a grid network, capable of receiving the concrete.
Le béton est ensuite coule dans le vide à l'intérieur de ces éléments (a) lui servant de coffrage, afin de constituer l'ossature porteuse du mur. The concrete is then poured into a vacuum inside these elements (a) serving as formwork, in order to constitute the load-bearing framework of the wall.
Les éléments de construction (2), réalisés de préférence en polystyrène de haute densité et de coefficient dtisolation thermique particulièrement bas et égal à 0,30, sont conservés après le coulage du béton et procurent à la construction une isolation thermique et phonique particulièrement avantageuse, et sans ponts thermiques
Ces éléments de construction (2) sont en outre particulièrement faciles et rapides à mettre en oeuvre.The construction elements (2), preferably made of high density polystyrene and with a particularly low thermal insulation coefficient equal to 0.30, are preserved after the concrete has been poured and provide the construction with particularly advantageous thermal and sound insulation, and without thermal bridges
These construction elements (2) are also particularly easy and quick to implement.
Sur chaque face externe (5) de chaque paroi verticale (3) sont ménagées des gorges verticales (16) de section en queue d'aronde (comme montré à la figure 2). On each outer face (5) of each vertical wall (3) are provided vertical grooves (16) of dovetail section (as shown in Figure 2).
Ces gorges (16) favorisent l'accrochage d'enduits épais extérieurs, de type dit "Miplacol" ainsi que d'enduits intérieurs en plâtre projeté ou de panneaux de finition par exemple de type placoplbtren. These grooves (16) favor the attachment of thick exterior plasters, of the so-called "Miplacol" type as well as interior plaster plaster or finish panels for example of the placoplbtren type.
D'autres éléments de construction, présentant les mêmes caractéristiques que l'élément de base (2) décrit ciavant, sont formés à partir de cet élément (2). Other construction elements, having the same characteristics as the basic element (2) described above, are formed from this element (2).
Les parties identiques de ces autres éléments de cons truction sont désignées par les mêmes références. The identical parts of these other construction elements are designated by the same references.
L'élément de ceinturage (17) montré aux figures 6 et 7, possède une paroi (23) destinée à être placée à l'extérieur de la construction et identique aux parois (3) de l'élément de base (2) et une paroi interne (18) destinée à être placée à l'intérieur de la construction et de hauteur beaucoup plus petite que celle de la paroi (2) (le tiers de cette hauteur dans l'exemple du dessin). Cette paroi (18) présente sur sa tranche inférieure (19) un redan sinusoïdal similaire aux redans (13) de l'élément de base (2) pour l'emboâtement avec d'autres éléments, par contre sa tranche supérieure (20) est plane. The belt element (17) shown in Figures 6 and 7, has a wall (23) intended to be placed outside the construction and identical to the walls (3) of the base element (2) and a internal wall (18) intended to be placed inside the construction and of a height much smaller than that of the wall (2) (one third of this height in the example of the drawing). This wall (18) has on its lower edge (19) a sinusoidal step similar to the steps (13) of the base element (2) for nesting with other elements, on the other hand its upper edge (20) is plane.
Les cloisons (21), entretoisant les parois (23) et (18) de cet élément (17) sont également plus petites en hauteur que les cloisons (4) de l'élément de base (2). The partitions (21), bracing the walls (23) and (18) of this element (17) are also smaller in height than the partitions (4) of the base element (2).
Chaque cloison (21) présente notamment une partie supérieure horizontale et plane (22) venant de niveau avec la tranche supérieure (20) de la paroi interne (18). Each partition (21) has in particular a horizontal and flat upper part (22) coming in level with the upper edge (20) of the internal wall (18).
Cette partie plane (22) ainsi que la tranche supérieure rus (20) de la paroi (18) forment une surface horizontale continue destinée à recevoir le plancher haut (plafond) ou bas de la construction. This flat part (22) as well as the upper edge rus (20) of the wall (18) form a continuous horizontal surface intended to receive the high floor (ceiling) or bottom of the construction.
L'élément de ceinturage (17) ainsi réalisé permet d'éliminer totalement les ponts thermiques au niveau des planchers ou plafonds. Les traits mixtes doubles sur la figure 6 indiquent les possibilités de tronçonnage en oblique d'un élément de ceinturage (17). The belt element (17) thus produced makes it possible to completely eliminate thermal bridges at the level of floors or ceilings. The double dashed lines in FIG. 6 indicate the possibilities of cutting obliquely of a belt element (17).
L'élément linteau (24) montré aux figures 8, 9 et 10, présente deux parties, une partie (25) destinée à être emboitée avec d'autres éléments de construction (2) et une partie (26), beaucoup plus longue que la partie (25) et présentant un fond (27). Cette partie (26) est destinée à former le dessus de la porte. Un linteau est formé par deux éléments linteaux (24), sectionnés à la dimension utile et assemblés l'un à l'autre par collage bout-à-bout de leurs parties (26). The lintel element (24) shown in FIGS. 8, 9 and 10 has two parts, a part (25) intended to be fitted with other construction elements (2) and a part (26), much longer than the part (25) and having a bottom (27). This part (26) is intended to form the top of the door. A lintel is formed by two lintel elements (24), sectioned to the useful dimension and assembled together by end-to-end bonding of their parts (26).
La partie (25) de l'élément linteau (24) présente à peu près les mêmes caractéristiques que l'élément de base (2). The part (25) of the lintel element (24) has roughly the same characteristics as the base element (2).
Les cloisons entretoises (28) de cette partie (25) sont cependant moins hautes que celles (4) de l'élément (2) afin de permettre le passage de fers à bétons. The spacer partitions (28) of this part (25) are however lower than those (4) of the element (2) in order to allow the passage of concrete irons.
Le fond (27) de la partie (26) forme avec les parois (3) un caniveau pour le passage des fers du béton et du béton lui-même. Des nervures (29) sont prévues entre le fond (27) et chaque paroi (3) de cette partie (26) pour renforcer l'élément linteau (24), les cloisons (4) entretoises étant supprimées dans cette partie (26). The bottom (27) of the part (26) forms with the walls (3) a channel for the passage of the irons of the concrete and of the concrete itself. Ribs (29) are provided between the bottom (27) and each wall (3) of this part (26) to reinforce the lintel element (24), the partitions (4) spacers being eliminated in this part (26).
L'élément linteau (24) présente des redans d'assemblage sinusoidaux (12) à l'extrémité supérieure de ses deux parties (25) et (26) sur les tranches supérieures de leurs parois (3), et des redans (13) seulement à l'extrémité inférieure de sa partie (25) sur les tranches inférieures de ses parois (3). Des redans (13) sont également prévus à l'extrémité inférieure de la jonction des deux parties (25) et (26), perpendiculairement à leurs parois verticales (3). The lintel element (24) has sinusoidal assembly steps (12) at the upper end of its two parts (25) and (26) on the upper edges of their walls (3), and steps (13) only at the lower end of its part (25) on the lower edges of its walls (3). Steps (13) are also provided at the lower end of the junction of the two parts (25) and (26), perpendicular to their vertical walls (3).
Des gorges (16) de section en queue d'aronde, sont prévues tout autour du linteau, c'est-à-dire sur les faces externes (5) de ses parois (3) et sur son fond (27) pour permettre l'accrochage d'enduits. Grooves (16) of dovetail section are provided all around the lintel, that is to say on the external faces (5) of its walls (3) and on its bottom (27) to allow the '' hanging of plasters.
La figure 11 montre un élément de construction combinant un élément d'extrémité (30) et un élément d'angle (31). L'élément d'extrémité (30) est formé par un élément de base (2) présentant une paroi d'extrémité transversale (35) reliant deux extrémités se correspondant de ses deux parois (3). Figure 11 shows a building element combining an end element (30) and a corner element (31). The end element (30) is formed by a base element (2) having a transverse end wall (35) connecting two ends corresponding to its two walls (3).
Un canal (10) est prévu au milieu de l'épaisseur de cette paroi (35), ainsi que des redans d'assemblage sinu soidaux (12, 13) sur chacune de ses tranches respectivement haute et basse, et en continuité des redans (12, 13) formés sur les tranches respectivement (7, 8) des parois (3). A channel (10) is provided in the middle of the thickness of this wall (35), as well as stepped sinus assembly steps (12, 13) on each of its upper and lower sections respectively, and in continuity with the steps ( 12, 13) formed on the edges respectively (7, 8) of the walls (3).
Des gorges (16) sont prévues sur les faces extérieures des parois (3) et (35).Grooves (16) are provided on the outer faces of the walls (3) and (35).
L'élément d'angle (31) est formé de deux parois (32) et (33) entretoisées par des cloisons (4) parallèles formant chacune un angle de 900. Un canal (10) est prévu dans l'angle intérieur de la paroi (32). The corner element (31) is formed by two walls (32) and (33) braced by partitions (4) parallel each forming an angle of 900. A channel (10) is provided in the interior corner of the wall (32).
Les caractéristiques-générales de cet élément d'angle (31) sont identiques à celles du module de base (2). The general characteristics of this corner element (31) are identical to those of the basic module (2).
Bien entendu seuls quelques exemples de variantes à partir de l'élément de base sont montrés ici à titre d'exemples non limitatifs. Il est possible de prévoir de nombreuses autres variantes de cet élément de base, telles que des éléments pilier de section horizontale carrée et présentant quatre parois, des éléments d'angle supérieur à 900, des éléments curvilignes, des éléments inverses dont les redans d'assemblage sont inversés par rapport à ceux de l'élément de base etc. Of course, only a few examples of variants from the basic element are shown here by way of nonlimiting examples. It is possible to provide many other variants of this basic element, such as pillar elements of square horizontal section and having four walls, elements of angle greater than 900, curvilinear elements, inverse elements including the steps of assembly are reversed compared to those of the base element etc.
La présente invention nlest donc pas limitée aux seules formes d'exécution décrites ci-desssus et en embrasse, au contraire, toutes les formes de réalisation mettant en oeuvre des moyens équivalents. The present invention is therefore not limited to the sole embodiments described above and embraces, on the contrary, all of the embodiments using equivalent means.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR8319962A FR2556387A1 (en) | 1983-12-08 | 1983-12-08 | Construction element of the type made of expanded polystyrene, intended for building a wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR8319962A FR2556387A1 (en) | 1983-12-08 | 1983-12-08 | Construction element of the type made of expanded polystyrene, intended for building a wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| FR2556387A1 true FR2556387A1 (en) | 1985-06-14 |
Family
ID=9295128
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| FR8319962A Withdrawn FR2556387A1 (en) | 1983-12-08 | 1983-12-08 | Construction element of the type made of expanded polystyrene, intended for building a wall |
Country Status (1)
| Country | Link |
|---|---|
| FR (1) | FR2556387A1 (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2594868A1 (en) * | 1986-01-27 | 1987-08-28 | Bernard Ste Indle Production | Prefabricated element made of expanded materials |
| EP0787861A1 (en) * | 1996-01-25 | 1997-08-06 | Valley Industries Limited | A liner |
| EP0805240A1 (en) * | 1995-01-31 | 1997-11-05 | Bodo Zschoppe | Construction set for a wall |
| US5809726A (en) * | 1996-08-21 | 1998-09-22 | Spude; Gerald T. | Foundation construction system |
| FR2813903A1 (en) | 2000-09-14 | 2002-03-15 | Georges Tcheklian | Prefabricated modular component for construction of anti-earthquake building walls comprises separate parts with two walls and junction parts constituting base on which walls are placed |
| US6698710B1 (en) | 2000-12-20 | 2004-03-02 | Portland Cement Association | System for the construction of insulated concrete structures using vertical planks and tie rails |
| GB2411413A (en) * | 2004-02-26 | 2005-08-31 | John Dalrymple | Double- and single-width building block with protrusions/recesses for registration with blocks above and below |
| WO2006136220A1 (en) * | 2005-06-20 | 2006-12-28 | Kenan Kilickaya | Earthquake-proof wall assembly |
| ITVE20090027A1 (en) * | 2009-05-27 | 2010-11-28 | Preformati Italia S R L | PANEL IN LOW DENSITY POLYMER MATERIAL SELF-SUPPORTING FOR THE CONSTRUCTION OF WALLS AND ITS PROCEDURE. |
| EP2410101A1 (en) | 2010-07-22 | 2012-01-25 | Euromac 2 (Societe A Responsabilite Limitee) | Insulating formwork block |
| CN113152777A (en) * | 2021-04-23 | 2021-07-23 | 安徽省建筑科学研究设计院 | Fabricated concrete brick based on machine-made sand material and preparation method thereof |
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|---|---|---|---|---|
| US1441362A (en) * | 1921-03-22 | 1923-01-09 | John A Malcolm | Building block |
| FR922988A (en) * | 1946-02-28 | 1947-06-24 | Improvements to elements for the construction of buildings | |
| DE940729C (en) * | 1949-06-25 | 1956-03-22 | Carlo Francesco Pastore | Hollow block composed of individual parts |
| FR1211247A (en) * | 1957-12-17 | 1960-03-15 | prefabricated elements for buildings | |
| FR1242517A (en) * | 1959-11-30 | 1960-09-30 | Improvements to construction processes | |
| FR1274931A (en) * | 1960-07-04 | 1961-11-03 | Entpr Rouzaud Et Fils | Improvements to prefabricated masonry blocks |
| DE2103094A1 (en) * | 1971-01-23 | 1972-07-27 | Hoyer, Ernst, 8481 Ullersricht | Grid composite stone with thermal insulation layer |
| DE2151704A1 (en) * | 1971-10-18 | 1973-04-26 | Walter Ergenzinger | COMPONENT MADE FROM PRESSED LIGHTWEIGHT MATERIAL |
| FR2172579A5 (en) * | 1972-02-18 | 1973-09-28 | Normandie Monolithes | |
| AT327465B (en) * | 1973-11-13 | 1976-02-10 | Kranzinger Josef Ing | Masonry made from hollow blocks |
| FR2410711A1 (en) * | 1977-11-30 | 1979-06-29 | Schroeder Jean | Cavity building block of insulating material - has voids filled with in-situ poured concrete and lining of e.g. terracotta on outer major faces |
-
1983
- 1983-12-08 FR FR8319962A patent/FR2556387A1/en not_active Withdrawn
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1441362A (en) * | 1921-03-22 | 1923-01-09 | John A Malcolm | Building block |
| FR922988A (en) * | 1946-02-28 | 1947-06-24 | Improvements to elements for the construction of buildings | |
| DE940729C (en) * | 1949-06-25 | 1956-03-22 | Carlo Francesco Pastore | Hollow block composed of individual parts |
| FR1211247A (en) * | 1957-12-17 | 1960-03-15 | prefabricated elements for buildings | |
| FR1242517A (en) * | 1959-11-30 | 1960-09-30 | Improvements to construction processes | |
| FR1274931A (en) * | 1960-07-04 | 1961-11-03 | Entpr Rouzaud Et Fils | Improvements to prefabricated masonry blocks |
| DE2103094A1 (en) * | 1971-01-23 | 1972-07-27 | Hoyer, Ernst, 8481 Ullersricht | Grid composite stone with thermal insulation layer |
| DE2151704A1 (en) * | 1971-10-18 | 1973-04-26 | Walter Ergenzinger | COMPONENT MADE FROM PRESSED LIGHTWEIGHT MATERIAL |
| FR2172579A5 (en) * | 1972-02-18 | 1973-09-28 | Normandie Monolithes | |
| AT327465B (en) * | 1973-11-13 | 1976-02-10 | Kranzinger Josef Ing | Masonry made from hollow blocks |
| FR2410711A1 (en) * | 1977-11-30 | 1979-06-29 | Schroeder Jean | Cavity building block of insulating material - has voids filled with in-situ poured concrete and lining of e.g. terracotta on outer major faces |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2594868A1 (en) * | 1986-01-27 | 1987-08-28 | Bernard Ste Indle Production | Prefabricated element made of expanded materials |
| EP0805240A1 (en) * | 1995-01-31 | 1997-11-05 | Bodo Zschoppe | Construction set for a wall |
| EP0787861A1 (en) * | 1996-01-25 | 1997-08-06 | Valley Industries Limited | A liner |
| US5809726A (en) * | 1996-08-21 | 1998-09-22 | Spude; Gerald T. | Foundation construction system |
| FR2813903A1 (en) | 2000-09-14 | 2002-03-15 | Georges Tcheklian | Prefabricated modular component for construction of anti-earthquake building walls comprises separate parts with two walls and junction parts constituting base on which walls are placed |
| US6698710B1 (en) | 2000-12-20 | 2004-03-02 | Portland Cement Association | System for the construction of insulated concrete structures using vertical planks and tie rails |
| GB2411413A (en) * | 2004-02-26 | 2005-08-31 | John Dalrymple | Double- and single-width building block with protrusions/recesses for registration with blocks above and below |
| GB2411413B (en) * | 2004-02-26 | 2009-07-15 | John Dalrymple | Building construction using blocks |
| WO2006136220A1 (en) * | 2005-06-20 | 2006-12-28 | Kenan Kilickaya | Earthquake-proof wall assembly |
| ITVE20090027A1 (en) * | 2009-05-27 | 2010-11-28 | Preformati Italia S R L | PANEL IN LOW DENSITY POLYMER MATERIAL SELF-SUPPORTING FOR THE CONSTRUCTION OF WALLS AND ITS PROCEDURE. |
| EP2410101A1 (en) | 2010-07-22 | 2012-01-25 | Euromac 2 (Societe A Responsabilite Limitee) | Insulating formwork block |
| WO2012010773A1 (en) | 2010-07-22 | 2012-01-26 | EUROMAC 2 (Société à Responsabilité Limitée) | Insulating formwork block |
| US8984827B2 (en) | 2010-07-22 | 2015-03-24 | Euromac 2 | Insulating formwork block |
| CN113152777A (en) * | 2021-04-23 | 2021-07-23 | 安徽省建筑科学研究设计院 | Fabricated concrete brick based on machine-made sand material and preparation method thereof |
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| CA | Change of address | ||
| ST | Notification of lapse |