EP0041044A1 - Hexagonal structures - Google Patents

Hexagonal structures Download PDF

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Publication number
EP0041044A1
EP0041044A1 EP19810810182 EP81810182A EP0041044A1 EP 0041044 A1 EP0041044 A1 EP 0041044A1 EP 19810810182 EP19810810182 EP 19810810182 EP 81810182 A EP81810182 A EP 81810182A EP 0041044 A1 EP0041044 A1 EP 0041044A1
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EP
European Patent Office
Prior art keywords
elements
structures
structures according
noise
unitary
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Granted
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EP19810810182
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German (de)
French (fr)
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EP0041044B1 (en
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Hermann Jenni
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Individual
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Priority claimed from CH408980A external-priority patent/CH636155A5/en
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Priority to AT81810182T priority Critical patent/ATE11066T1/en
Publication of EP0041044A1 publication Critical patent/EP0041044A1/en
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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
    • E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
    • E04C1/395—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra for claustra, fences, planting walls, e.g. sound-absorbing
    • 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
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/36—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by transversely-placed strip material, e.g. honeycomb panels
    • E04C2/365—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by transversely-placed strip material, e.g. honeycomb panels by honeycomb structures

Definitions

  • the present invention relates to a system of hexagonal structures for multiple use.
  • the purpose of the present invention is to allow the easy realization of rational constructions, using materials economically and in particular avoiding formwork and concrete pouring operations on the site, or the .transport of bulky and unwieldy elements.
  • FIG. 1 The structure illustrated in FIG. 1 in perspective is a hexagonal structure formed by unitary elements 1, 2 assembled to each other and resting on a base 3 and between two end walls 4, 5.
  • Each flat part of a unitary element constitutes the wall separating two adjacent cells.
  • the two parts of a unitary element 1 belong to three adjacent cells while the three parts of a unitary element 2 belong to four adjacent cells.
  • elements 1, 2 are made of reinforced concrete.
  • element 2 also made of reinforced concrete illustrated in FIG. 4.
  • the element comprises reinforcements 9 preventing it from breaking along its edges.
  • the assembly formations here consist of projections 10 (tenons) respectively of the hollows 11 (mortises) in the form of pyramids situated on the edges 12 respectively 13 of the element 2.
  • This assembly method can be done dry or using a binder or glue.
  • the elements of the structure can be made of plastic, agglomerated wood, fiber cement or metal, and the structure obtained can be used for storage, in particular as a bottle.
  • the assembly formations can be formed by grooves and tongues, staples, rivets, etc.
  • Figure 5 is a perspective view of a piece of structure. aaa, bb, ccc, ee, fff, hhh, are unitary elements.
  • Figure 6 includes a front view and a cross section of the structure.
  • the third type of hexagonal structure according to the present invention is said: rhombohedral structure. It completes the series of hexagonal-based structures. Its object, still by means of elements stackable in a small volume, a structure made of closed hexagonal cells juxtaposed, all the consecutive walls of which form angles of 120 °. The transmission of forces, through and in a construction made according to this type of structure, therefore takes place under the best conditions of resistance of the materials which can thus be used as economically as possible.
  • this third type of structure is to allow the easy realization of multiple constructions such as viaducts, dikes, light and rigid rafts for foundation in very bad ground, floating caissons, silos and tanks, even satellite platform built in orbit, etc. of practically unlimited dimensions, in particular by avoiding formwork and concrete pouring operations on the site, or the transport of bulky and unwieldy elements.
  • FIG 11 is a perspective view of a piece of structure.
  • AAAAA, BBBBBB, CCCCCC, DDDDDD, are whole unit elements.
  • Figure 12 is a whole unit element.
  • Figure 13 shows the flat development of a unitary element in the case of laminated and folded material.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Dampers (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

1. Structures formed by hexagonal cells made merely by unitary elements (2) comprising flat portions and making an angle of 120 degrees between them, the said elements constituting walls which are common to several adjacent cells, characterized in that the said elements (2) are formed of three plan portions of which a central portion makes with the two end portions, which are located in two parallel plans, angles of 120 degrees and that the said elements are located in such a manner as to form angles of 120 degrees between them, the end edges resting on the edges limiting the central portion of an adjacent element.

Description

La présente invention a pour objet un système de structures hexagonales à usage multiple.The present invention relates to a system of hexagonal structures for multiple use.

Trois types de structures sont développés à partir de la présente invention, tous trois se distinguent par l'application du même principe : la décomposition de la structure en éléments empilables sous un faible volume pour le transport de l'usine de production au chantier de construction.Three types of structures are developed from the present invention, all three are distinguished by the application of the same principle: the decomposition of the structure into stackable elements in a small volume for transport from the production plant to the construction site .

Le but de la présente invention est de permettre la réalisation aisée de constructions rationnelles, utilisant les matériaux économiquement et évitant notamment des opérations de coffrage et de coulée de béton sur le chantier, ou le .transport d'éléments encombrants et peu maniables.The purpose of the present invention is to allow the easy realization of rational constructions, using materials economically and in particular avoiding formwork and concrete pouring operations on the site, or the .transport of bulky and unwieldy elements.

Le premier type de structure hexagonale selon la présente invention est dit : structure alvéolaire. Il se distingue par le fait qu'il comporte des éléments unitaires constituant chacun au moins une paroi de trois alvéoles hexagonales adjacentes, par le fait que ces éléments unitaires sont empilables et par le fait qu'ils comportent des formations d' assemblage permettant de les fixer les uns aux autres dans leur position de service assemblée pour créer ladite structure.The first type of hexagonal structure according to the present invention is said: alveolar structure. It is distinguished by the fact that it comprises unitary elements each constituting at least one wall of three adjacent hexagonal cells, by the fact that these unitary elements are stackable and by the fact that they comprise assembly formations enabling them to be assembled. fix to each other in their assembled service position to create said structure.

Ce type alvéolaire permet notamment la constitution de structures de rangement, telle un bouteiller, ou une structure de soutènement particulièrement utile pour la réalisation de talus anti-bruit raides, ou encore des claustras ou brise-soleils très décoratifs.This cellular type allows in particular the constitution of storage structures, such as a bottle, or a support structure particularly useful for the realization of steep anti-noise slopes, or even very decorative claustras or sunshades.

Ce premier type de structure selon l'invention est exposé ci-après plus en détail à l'aide de dessins représentant seulement un mode d'exécution.

  • La figure 1 est une vue en perspective d'une structure.
  • La figure 2 en est une coupe transversale à plus grande échelle.
  • Les figures 3 et 4 illustrent deux éléments unitaires formant ce type de structure.
This first type of structure according to the invention is explained below in more detail with the aid of drawings representing only one embodiment.
  • Figure 1 is a perspective view of a structure.
  • Figure 2 is a cross section on a larger scale.
  • Figures 3 and 4 illustrate two unit elements forming this type of structure.

La structure illustrée à la figure 1 en perspective est une structure hexagonale formée d'éléments unitaires 1, 2 assemblés les uns aux autres et reposant sur une semelle 3 et entre deux murs d'extrémités 4, 5.The structure illustrated in FIG. 1 in perspective is a hexagonal structure formed by unitary elements 1, 2 assembled to each other and resting on a base 3 and between two end walls 4, 5.

Cette structure hexagonale occupant un grand volume est réalisée par l'assemblage de deux types d'éléments unitaires 1, 2. Les éléments unitaires 1, utilisés au début et à la fin de la structure, comportent deux parties planes formant entre-elles un angle de 120° tandis que les éléments 2 comportent trois parties formant également entre-elles des angles de 120°, les deux parties extrèmes étant situées dans des plans parallèles.This hexagonal structure occupying a large volume is produced by the assembly of two types of unit elements 1, 2. The unit elements 1, used at the beginning and at the end of the structure, have two flat parts forming an angle between them. of 120 ° while the elements 2 have three parts also forming between them angles of 120 °, the two extreme parts being located in parallel planes.

Ces éléments unitaires 1, 2 sont donc facilement empilables pour leur transport et dans cette position empilée occupent une fraction seulement, environ un sixième dans le cas d' une exécution en béton, du volume de ce type de structure montée.These unitary elements 1, 2 are therefore easily stackable for their transport and in this stacked position occupy only a fraction, approximately one sixth in the case of a concrete version, of the volume of this type of mounted structure.

Chaque partie plane d'un élément unitaire constitue la paroi séparant deux alvéoles adjacentes. De plus les deux parties d'un élément unitaire 1 appartiennent à trois alvéoles adjacentes tandis que les trois parties d'un élément unitaire 2 appartiennent à quatre alvéoles adjacentes.Each flat part of a unitary element constitutes the wall separating two adjacent cells. In addition, the two parts of a unitary element 1 belong to three adjacent cells while the three parts of a unitary element 2 belong to four adjacent cells.

La structure illustrée à la figure 1 repose sur une semelle 3 et est limitée latéralement par des parois 4, 5 en béton. La semelle 3 peut être horizontale ou inclinée et les murs latéraux 4, 5 verticaux ou obliques.The structure illustrated in Figure 1 rests on a base 3 and is laterally limited by walls 4, 5 of concrete. The sole 3 can be horizontal or inclined and the side walls 4, 5 vertical or oblique.

Une telle structure peut constituer un mur de soutènement anti-bruit comme illustré en coupe à la figure 2.Such a structure can constitute an anti-noise retaining wall as illustrated in section in FIG. 2.

La semelle 3 est inclinée vers l'arrière et les éléments 1, 2 sont empilés pour former les alvéoles. La terre 6 est maintenue à l'arrière de cette structure et prend sa pente naturelle, environ 30°, à l'intérieur des alvéoles. On peut ainsi réaliser un mur de soutènement ou anti-bruit beaucoup plus raide que les 30° de la pente naturelle. Ainsi, on peut pour une hauteur donnée utiliser bien moins de terrain tout en améliorant l'angle d'interception par rapport à la source du bruit qui, d'autre part est capté et amorti dans les alvéoles. Ces dernières, partiellement remplies de terre, peuvent recevoir des végétaux ce qui est important pour intégrer de telles structures dans le paysage et absorber le bruit.The sole 3 is inclined backwards and the elements 1, 2 are stacked to form the cells. The earth 6 is maintained at the rear of this structure and takes its natural slope, around 30 °, inside the cells. It is thus possible to make a retaining or noise barrier wall much steeper than the 30 ° of the natural slope. Thus, for a given height, it is possible to use much less ground while improving the interception angle with respect to the source of the noise which, on the other hand, is picked up and damped in the cells. The latter, partially filled with soil, can receive plants which is important for integrating such structures into the landscape and absorbing noise.

Dans la réalisation de murs de soutènement ou anti-bruit les éléments 1, 2 sont réalisés en béton armé.In the construction of retaining or anti-noise walls, elements 1, 2 are made of reinforced concrete.

Dans la figure 2 on a montré que des éléments superposés 2, peuvent être décalés pour augmenter la raideur du mur de soutènement. Dans ce cas des éléments plus étroits 2' sont utilisés pour empêcher la terre de ruisseler. On arrive par cet artifice à réaliser des talus ayant une face frontale pratiquement verticale.In Figure 2 it has been shown that superimposed elements 2 can be offset to increase the stiffness of the retaining wall. In this case, narrower elements 2 'are used to prevent the earth from running off. We arrive by this device to make embankments with a practically vertical front face.

Ces éléments 1, 2 comportent des formations d'assemblage qui peuvent être constituées par des trous 7 et des tiges noyées 8 (figure 3) ou des douilles noyées et des boulons. Il est évident que d'autres formations d'assemblage peuvent être envisagées.These elements 1, 2 comprise assembly formations which can be constituted by holes 7 and sunken rods 8 (FIG. 3) or sunken bushings and bolts. It is obvious that other assembly formations can be envisaged.

C'est le cas de l'élément 2, également en béton armé illustré à la figure 4. Dans cette exécution, l'élément comporte des renforts 9 évitant une rupture de celui-ci le long de ses arêtes.This is the case of element 2, also made of reinforced concrete illustrated in FIG. 4. In this embodiment, the element comprises reinforcements 9 preventing it from breaking along its edges.

Les formations d'assemblage sont ici constituées par des saillies 10 (tenons) respectivement des creusures 11 (mortaises) en forme de pyramides situées sur les tranches 12 respectivement 13 de l'élément 2. Lors de l'assemblage de deux éléments les formations mâles s'engagent dans les formations femelles et fixent les éléments. Ce mode d'assemblage peut se faire à sec ou à l'aide d'un liant ou d' une colle.The assembly formations here consist of projections 10 (tenons) respectively of the hollows 11 (mortises) in the form of pyramids situated on the edges 12 respectively 13 of the element 2. During the assembly of two elements the male formations engage in female formations and fix the elements. This assembly method can be done dry or using a binder or glue.

Dans une autre application, les éléments de la structure peuvent être en matière plastique, en agloméré de bois, en fibro-ciment ou en métal, et la structure obtenue peut être utilisée comme rangement, notamment comme bouteiller. Dans ce cas les formations d'assemblage peuvent être formées par des rainures et des languettes, des agrafages, rivetages, etc.In another application, the elements of the structure can be made of plastic, agglomerated wood, fiber cement or metal, and the structure obtained can be used for storage, in particular as a bottle. In this case the assembly formations can be formed by grooves and tongues, staples, rivets, etc.

Le deuxième type de structure selon la présente invention est dit : structure nid d'abeilles. En application du même principe: décomposition en éléments empilables sous un faible volume, il a pour objet une structure alvéolaire double-face, semblable à la structure hexagonale des cellules dans un rayon d'abeilles avec sa cloison médiane, pouvant notamment constituer des écrans anti-bruit en . béton d'une hauteur importante sans nécessiter des fondations excessives, des voûtes ou des coupoles légères et d'une grande portée, des huisseries métalliques ou d'autres matières, planes, cylindriques ou émisphériques, notamment portes de hangar d'aviation, écluses, etc., qui, en raison de leurs dimensions, doivent être assemblées sur place.The second type of structure according to the present invention is said: honeycomb structure. In application of the same principle: decomposition into stackable elements under a small volume, it has for its object a double-sided honeycomb structure, similar to the hexagonal structure of the cells in a honeycomb with its median partition, being able in particular to constitute anti screens -noise in. concrete of significant height without the need for excessive foundations, light vaults or domes and a large span, metal frames or other materials, flat, cylindrical or peripheral, in particular aircraft hangar doors, locks, etc., which, due to their dimensions, must be assembled on site.

Le type de structure nid d'abeilles selon la présente invention est une structure hexagonale semblable à la structure des cellules dans un rayon d'abeilles. Elle se distingue par le fait qu'elle comporte des éléments unitaires constituant chacun deux fois une paroi commune à deux alvéoles adjacentes, de part et d'autre de la cloison médiane, plus une part proportionnelle de cette cloisan fermant le fond des alvéoles.The type of honeycomb structure according to the present invention is a hexagonal structure similar to the structure of cells in a honeycomb. It is distinguished by the fact that it comprises unitary elements each constituting twice a wall common to two adjacent cells, on either side of the central partition, plus a proportional part of this partition closing the bottom of the cells.

Elle se distingue également par le fait que ces éléments sont empilables et qu'ils comportent des formations d'assemblage permettant de les fixer les uns aux autres pour créer ladite structure.It is also distinguished by the fact that these elements are stackable and that they comprise assembly formations making it possible to fix them to each other to create said structure.

Ce second type de structure selon l'invention est exposé ci-après plus en détail à l'aide de dessins représentant seulement un mode d'exécution.This second type of structure according to the invention is explained below in more detail with the aid of drawings representing only one embodiment.

La figure 5 est une vue en perspective d'un morceau de structure. aaa, bb, ccc, ee, fff, hhh, sont des éléments unitaires.Figure 5 is a perspective view of a piece of structure. aaa, bb, ccc, ee, fff, hhh, are unitary elements.

La figure 6 comporte une vue de face et une coupe transversale de la structure.Figure 6 includes a front view and a cross section of the structure.

La figure 7 illustre en perspective un élément unitaire formant la structure tandis que les figures 8 et 9 représentent des demi-éléments de finition pour le raccordement avec des surfaces rectilignes.Figure 7 illustrates in perspective a unitary element forming the structure while Figures 8 and 9 show half-finishing elements for connection with rectilinear surfaces.

Les éléments entiers figure 7 comportent trois parties planes qui, dans le cas d'une structure plane ou de faible courbure forment entre elles des angles de 120°, les deux parties extrêmes étant situées dans des plans paralléles. L' angle de 1200 est celui qui donne la meilleure répartition des efforts, mais le système fonctionne aussi avec des angles quelque peu différents.The whole elements in FIG. 7 have three planar parts which, in the case of a planar structure or of slight curvature form between them angles of 120 °, the two end parts being located in parallel planes. The angle of 120 0 is the one which gives the best distribution of the forces, but the system also works with somewhat different angles.

Ces éléments unitaires sont donc facilement empilables pour leur transport et, dans cette position empilée, occupent une fraction seulement - dans le cas d'une exécution en béton armé environ un cinquième - du volume de ce type de structure montée.These unitary elements are therefore easily stackable for their transport and, in this stacked position, occupy only a fraction - in the case of a reinforced concrete execution approximately one fifth - of the volume of this type of mounted structure.

Lorsque la structure est de faible courbure, les mêmes éléments que pour la structure plane peuvent être employés, ce qui réduit la game de fabrication. La courbure est alors obtenue en faisant varier l'épaisseur du liant dans les joints au moyen de cales calibrées et disposées conformément au calcul trigonométrique. Figure 10.When the structure is of small curvature, the same elements as for the planar structure can be used, which reduces the manufacturing clearance. The curvature is then obtained by varying the thickness of the binder in the joints by means of calibrated shims and arranged in accordance with the trigonometric calculation. Figure 10.

Lorsque la courbure doit être plus prononcée, des éléments spéciaux doivent être employés. La game des éléments spéciaux peut toutefois être restreinte, toutes les courbures intermédiaires pouvant être réalisées au moyen de cales ou par la combinaison d'éléments divers de la game.When the curvature needs to be more pronounced, special elements should be used. The play of the special elements can however be restricted, all the intermediate curvatures being able to be carried out by means of shims or by the combination of various elements of the game.

Dans le cas de structures réalisées en métal ou en matière plastique, l'élasticité du matériau et les modes de fixation des éléments les uns aux autres permettent pratiquement de réaliser toutes les courbures utiles au moyen d'un seul type d'éléments.In the case of structures made of metal or plastic, the elasticity of the material and the methods of fixing the elements to each other allow practically all the useful curvatures to be achieved by means of a single type of element.

Le troisième type de structure hexagonale selon la présente invention est dit : structure rhomboédrique. Il parachève la série des structures à-base hexagonale. Il a pour objet, toujours au moyen d'éléments empilables sous un faible volume, une structure faite de cellules hexagonales fermées juxtaposées dont toutes les parois consécutives forment entre elles des angles de 120°. La transmission des efforts, à travers et dans une construction faite selon ce type de structure, se fait donc dans les meilleures conditions de résistance des matériaux qui peuvent ainsi être mis en oeuvre le plus économiquement possible.The third type of hexagonal structure according to the present invention is said: rhombohedral structure. It completes the series of hexagonal-based structures. Its object, still by means of elements stackable in a small volume, a structure made of closed hexagonal cells juxtaposed, all the consecutive walls of which form angles of 120 °. The transmission of forces, through and in a construction made according to this type of structure, therefore takes place under the best conditions of resistance of the materials which can thus be used as economically as possible.

Une construction faite selon ce type de structure peut se développer dans l'espace selon six axes principaux, orthogonaux deux à deux, et 6 axes secondaires, soit dans 24 directions différentes.A construction made according to this type of structure can develop in space along six main axes, orthogonal two by two, and 6 secondary axes, or in 24 different directions.

Le but de ce troisième type de structure selon la présente invention est de permettre la réalisation aisée de constructions multiples telles que viaducs, digues, radiers légers et rigides pour fondation en très mauvais terrain, caissons flottants, silos et citernes, voire plate-forme satellite construite en orbite, etc. de dimensions pratiquement illimitées, en évitant notamment des opérations de coffrage et de coulée de béton sur le chantier, ou le transport d'éléments encombrants et peu maniables.The purpose of this third type of structure according to the present invention is to allow the easy realization of multiple constructions such as viaducts, dikes, light and rigid rafts for foundation in very bad ground, floating caissons, silos and tanks, even satellite platform built in orbit, etc. of practically unlimited dimensions, in particular by avoiding formwork and concrete pouring operations on the site, or the transport of bulky and unwieldy elements.

La structure de type rhomboédrique selon la présente invention est une structure hexagonale constituée de cellules fermées comportant douze faces, parallèles deux à deux, chaque face formant avec celles qui la jouxtent des angles de 120°.The rhombohedral type structure according to the present invention is a hexagonal structure made up of closed cells comprising twelve faces, parallel two by two, each face forming with those which adjoin it angles of 120 °.

Elle se distingue par le fait qu'elle comporte des éléments unitaires, composés de six parties planes en forme de losanges, constituant chacun trois et quatre parois consécutives de deux cellules juxtaposées plus cinq fois une paroi appartenant à cinq autres cellules contigUes, soit: douze parois par élément entier ou six fois deux faces.It is distinguished by the fact that it comprises unitary elements, composed of six plane parts in the form of diamonds, each constituting three and four consecutive walls of two cells juxtaposed plus five times a wall belonging to five other contiguous cells, that is to say: twelve walls per whole element or six times two faces.

Elle se distingue elle aussi par le fait que ces éléments sont empilables et qu'ils comportent des formations d'assemblage permettant de les fixer les uns aux autres pour créer ladite structure.It is also distinguished by the fact that these elements are stackable and that they comprise assembly formations making it possible to fix them to each other to create said structure.

Ce troisième type de structure, le plus élaboré selon lt invention, est exposé ci-après plus en détail à l'aide de dessins représentant seulement un mode d'exécution. Pour une représentation claire on a choisi un mode d'exécution en matériau laminé plié assemblé par soudure.This third type of structure, the more developed according to t invention is explained below in more detail using drawings representing only one embodiment. For a clear representation we chose an embodiment in folded laminated material assembled by welding.

La figure 11 est une vue en perspective d'un morceau de structure. AAAAA, BBBBBB, CCCCCC, DDDDDD, sont des éléments unitaires entiers.Figure 11 is a perspective view of a piece of structure. AAAAA, BBBBBB, CCCCCC, DDDDDD, are whole unit elements.

La figure 12 est un élément unitaire entier.Figure 12 is a whole unit element.

La figure 13 montre le développement à plat d'un élément unitaire dans le cas de réalisation en matériau laminé et plié.Figure 13 shows the flat development of a unitary element in the case of laminated and folded material.

Enfin, la figure 14 représente des éléments fractionnaires de finition.Finally, Figure 14 shows fractional finishing elements.

Les éléments entiers, figure 12, comportent six parties planes de forme losangée formant entre elles des angles de 120°.The whole elements, Figure 12, have six flat parts of diamond shape forming between them angles of 120 °.

Les éléments fractionnaires de finition, figure 14, comportent respectivement cinq, quatre, deux et une parties planes de forme losangée formant entre elles des angles de 120°. Ils permettent d'arrêter la construction par des rhomboèdres fermés, sans les amorces de prolongement de la structure.The fractional finishing elements, FIG. 14, respectively comprise five, four, two and one plane parts of lozenge shape forming between them angles of 120 °. They allow construction to be stopped by closed rhombohedra, without the primers for extending the structure.

Claims (10)

1. 5tructures hexagonales selon trois types : alvéolaire, nid d'abeilles, rhombohédrique, caractérisées par le fait qu'elles comportent des éléments unitaires constituant des parois communes à plusieurs cellules adjacentes.1. 5 hexagonal structures according to three types: alveolar, honeycomb, rhombohedral, characterized by the fact that they comprise unitary elements constituting walls common to several adjacent cells. 2. Structures selon la revendication 1, caractérisées par le fait qu'elles comportent plusieurs types d'éléments unitaires, ou d'éléments fractionnaires, ceux destinés à la construction de structures planes, ou de faible courbure avec interposition de cales calibrées, telles que murs anti-bruit, dalles nervées, voûtes et coupoles de grande portée, et ceux destinés à la construction de structures à courbure plus prononcée.2. Structures according to claim 1, characterized in that they comprise several types of unit elements, or fractional elements, those intended for the construction of flat structures, or of weak curvature with the interposition of calibrated shims, such as anti-noise walls, ribbed slabs, vaults and domes of great range, and those intended for the construction of structures with more pronounced curvature. 3. Structures selon la revendication 2, caractérisées par le fait que les parties des éléments unitaires sont planes et forment entre elles des angles en principe de 120°, (exceptionnellement des angles différents).3. Structures according to claim 2, characterized in that the parts of the unitary elements are plane and form between them angles in principle of 120 °, (exceptionally different angles). 4. Structures selon l'une des revendications précédentes, caractérisée par le fait que les éléments sont en béton, ou autre aglomérés, armés ou non, et qu'ils comportent des renforts le long de leurs arêtes.4. Structures according to one of the preceding claims, characterized in that the elements are made of concrete, or other agglomerated, reinforced or not, and that they include reinforcements along their edges. 5. Structures selon l'une des revendications précédentes caractérisées par le fait que les éléments unitaires sont en métal, ou en matière plastique, laminés et pliés, ou moulés ou matricés en profilé et tronçonnés.5. Structures according to one of the preceding claims, characterized in that the unitary elements are made of metal, or plastic, laminated and folded, or molded or stamped in profile and sectioned. 6. structures selon la revendication 4, caractérisées par le fait que les formations d'assemblage sont constituées par des creusures (mortaises), respectivement des saillies (tenons), en forme de pyramides ou de troncs de cônes, situées sur les tranches des éléments, ou (et) par des douilles taraudées noyées dans les tranches et des boulons vissés dans ces douilles à travers les arêtes renforcées.6. structures according to claim 4, characterized in that the assembly formations consist of hollows (mortises), respectively projections (tenons), in the form of pyramids or trunks of cones, located on the edges of the elements , or (and) by threaded sockets embedded in the slices and bolts screwed into these sockets through the reinforced edges. 7. Structures selon la revendication 5, caractérisées par le fait que les formations d'assemblage sont constituées par des rainures, respectivement des languettes, ou des onglets agrafés, vissés, rivetés ou soudés.7. Structures according to claim 5, characterized in that the assembly formations are constituted by grooves, respectively tongues, or stapled, screwed, riveted or welded tabs. 8. Utilisation des structures selon la revendication 1, pour la construction d'ouvrages anti-bruit, avec ou sans application d'un enduit destiné à améliorer le coefficient de réduction de la propagation du bruit.8. Use of the structures according to claim 1, for the construction of anti-noise structures, with or without application of a coating intended to improve the coefficient of reduction of the propagation of noise. 9.Utilisation des structures selon la revendication 1, pour la réalisation d'ouvrages de génie civil faisant appel aux propriétés de légéreté et de rigidité desdites structures, tels que voûtes, coupoles, dalles nervées, viaducs, digues, radiers pour fondations en mauvais terrain, caissons flottants, silos et citernes, etc.9.Use of the structures according to claim 1, for the production of civil engineering works using the properties of lightness and rigidity of said structures, such as arches, domes, ribbed slabs, viaducts, dikes, rafts for foundations in bad ground , floating caissons, silos and tanks, etc. 10. Utilisation des structures selon la revendication 1, pour la réalisation d'ouvrages de serrurerie et constructions métalliques, tels que structures de rangement (bouteiller), huisseries métalliques ou d'autres matières, planes, cylindriques ou émisphériques (portes de hangars d'aviation, écluses, etc) capteurs solaires, stations orbitales, etc.10. Use of the structures according to claim 1, for the production of locksmith works and metal constructions, such as storage structures (bottling), door frames of metal or other materials, flat, cylindrical or peripheral (doors of hangars). aviation, locks, etc.) solar collectors, orbital stations, etc.
EP19810810182 1980-05-27 1981-05-12 Hexagonal structures Expired EP0041044B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81810182T ATE11066T1 (en) 1980-05-27 1981-05-12 HEXAGONAL STRUCTURES.

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
CH4089/80 1980-05-27
CH408980A CH636155A5 (en) 1980-05-27 1980-05-27 Cellular structure
CH647080 1980-08-28
CH6470/80 1980-08-28

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EP0041044A1 true EP0041044A1 (en) 1981-12-02
EP0041044B1 EP0041044B1 (en) 1985-01-02

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EP19810810182 Expired EP0041044B1 (en) 1980-05-27 1981-05-12 Hexagonal structures

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EP (1) EP0041044B1 (en)
DE (1) DE3168015D1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3031994A1 (en) * 2014-12-08 2016-06-15 Svoboda Piotr Slebioda Fire resistant structural panel with a pir core
CN108118828A (en) * 2017-12-20 2018-06-05 安徽绿原新型环保材料有限公司 A kind of cellular board and its installation method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB601957A (en) * 1944-04-17 1948-05-18 Leslie Sturmer Jacobson Sheet construction
DE2359977A1 (en) * 1973-12-01 1975-06-12 Axel Stelter Hexagonal space-unit concrete honeycomb building system - with units comprising three similar honeycomb element producing statically favourable triple-hinging
DE2737322A1 (en) * 1976-08-18 1978-02-23 Roman Buschor Ornamental brick for garden wall - comprises two arms forming lattice with adjacent similar bricks and corrugated to fit together
DE2646875A1 (en) * 1976-10-16 1978-10-19 Alfred Horn WALL FOR BORDERING LANDS OR STREETS

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB601957A (en) * 1944-04-17 1948-05-18 Leslie Sturmer Jacobson Sheet construction
DE2359977A1 (en) * 1973-12-01 1975-06-12 Axel Stelter Hexagonal space-unit concrete honeycomb building system - with units comprising three similar honeycomb element producing statically favourable triple-hinging
DE2737322A1 (en) * 1976-08-18 1978-02-23 Roman Buschor Ornamental brick for garden wall - comprises two arms forming lattice with adjacent similar bricks and corrugated to fit together
DE2646875A1 (en) * 1976-10-16 1978-10-19 Alfred Horn WALL FOR BORDERING LANDS OR STREETS

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3031994A1 (en) * 2014-12-08 2016-06-15 Svoboda Piotr Slebioda Fire resistant structural panel with a pir core
CN108118828A (en) * 2017-12-20 2018-06-05 安徽绿原新型环保材料有限公司 A kind of cellular board and its installation method

Also Published As

Publication number Publication date
EP0041044B1 (en) 1985-01-02
DE3168015D1 (en) 1985-02-14

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