EP0041044B1 - Sechseckige Bauwerke - Google Patents

Sechseckige Bauwerke Download PDF

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Publication number
EP0041044B1
EP0041044B1 EP19810810182 EP81810182A EP0041044B1 EP 0041044 B1 EP0041044 B1 EP 0041044B1 EP 19810810182 EP19810810182 EP 19810810182 EP 81810182 A EP81810182 A EP 81810182A EP 0041044 B1 EP0041044 B1 EP 0041044B1
Authority
EP
European Patent Office
Prior art keywords
elements
structures
fact
angles
structures according
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
EP19810810182
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English (en)
French (fr)
Other versions
EP0041044A1 (de
Inventor
Hermann Jenni
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from CH408980A external-priority patent/CH636155A5/fr
Application filed by Individual filed Critical Individual
Priority to AT81810182T priority Critical patent/ATE11066T1/de
Publication of EP0041044A1 publication Critical patent/EP0041044A1/de
Application granted granted Critical
Publication of EP0041044B1 publication Critical patent/EP0041044B1/de
Expired legal-status Critical Current

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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 subject of the present invention is a system of structures formed by cells with a hexagonal cross section constituted essentially by unitary elements comprising planar parts and forming an angle of 120 ° between them, said elements constituting walls common to several adjacent cells.
  • the object of the present invention is to allow the easy realization of the structures formed by cells with a hexagonal section and to increase the stability of these.
  • honeycomb structure The first type of hexagonal structure according to the present invention, called honeycomb structure, is characterized in claim 1.
  • unit elements each constituting at least one wall of three adjacent hexagonal cells, by the fact that these unit elements are stackable in a small volume and by the fact that they comprise formations of assembly for fixing them to each other in their assembled service position to create said structure.
  • This alveolar 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 embankments, or very decorative claustras or sunbreakers.
  • honeycomb structure The second type of structure according to the present invention, called honeycomb structure, is characterized in claim 2.
  • the third type of hexagonal structure according to the present invention is characterized in claim 3.
  • the rhombohedral structure completes the series of structures with a hexagonal section. It has for 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 ° between them. 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 implemented as economically as possible.
  • a construction made according to this type of structure can develop in space along six main axes, orthogonal two by two, and six secondary axes, or in twenty-four different directions.
  • this third type of living room structure of the present invention is to allow the easy realization of multiple constructions such as: viaducts, dikes, light and rigid rafts for foundations in very bad ground, floating caissons, silos and tanks, or even platform satellite 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.
  • This type of structure is distinguished by the fact that it comprises unitary elements composed of six flat diamond-shaped parts each constituting three and four consecutive walls of two cells juxtaposed plus five times a wall belonging to five other contiguous cells, namely: twelve walls per element or six times two faces, ie a complete cell per element.
  • the fractional finishing elements comprise respectively five, four, two and a plane part 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.
  • the honeycomb 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 flange 3 and between two end walls 4, 5.
  • This hexagonal structure occupying a large volume is produced by the assembly of two types of unitary elements 1,2.
  • the unitary elements 1, used at the beginning and at the end of the structure comprise two plane parts forming between them an angle of 120 ° while the elements 2, comprise three parts also forming between them angles of 120 °, the two end parts being located in parallel planes.
  • unit 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.
  • 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.
  • the structure illustrated in Figure 1 rests on a base 3, and is laterally limited by walls 4, 5, made of concrete.
  • the sole 3, can be horizontal or inclined and the side walls 4, 5, vertical or oblique.
  • Such a structure can constitute an anti-noise retaining wall as illustrated in section in FIG. 2.
  • 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 create a retaining or anti-noise 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.
  • retaining walls or anti-noise elements 1, 2 are made of concrete, possibly reinforced.
  • the superimposed elements 2 can be offset to increase the stiffness of the retaining wall.
  • narrower elements 2 ' are used to prevent the earth from running off.
  • These elements 1, 2 include assembly formations which can be constituted by holes 7, and embedded rods 8, (FIG. 3) or embedded sleeves and bolts. It is obvious that other assembling formations can be envisaged.
  • the element also made of 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 recesses 11, (mortises) in the form of pyramids located 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.
  • the honeycomb structure illustrated in perspective in FIG. 5 is also a structure with a hexagonal section.
  • decomposition into stackable elements under a small volume it has for its object a double-sided honeycomb structure, similar to the hexagonal structure of cells in a honeycomb with its median partition, being able in particular to constitute anti screens -noise in concrete of a significant height without requiring excessive foundations, arches or light 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 size, must be assembled on site.
  • honeycomb structure is a structure similar to the structure of hexagonal cells in a honeycomb. It is distinguished by the fact that it comprises unitary elements each killing 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. 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.

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

Claims (10)

1. Bauwerke, welche aus hexagonalen Zellen gebildet sind, die im wesentlichen aus Einheitselementen (2) bestehen, die ebene Teile aufweisen, die zwischen sich einen Winkel von 120° einschließen, wobei die Einheitselemente mehreren benachbarten Zellen gemeinsame Wände bilden, dadurch gekennzeichnet, daß die Einheitselemente (2) von drei ebenen Teilen gebildet sind, von welchen ein mittlerer Teil mit den zwei in zwei zueinander parallelen Ebenen liegenden Endteilen Winkel von 120° einschließen und daß die Einheitselemente solcherart angeordnet sind, daß zwischen ihnen Winkel von 120° gebildet werden, wobei sich die Endkanten auf den den mittleren Teil begrenzenden Kanten eines angrenzenden Einheitselementes abstützen.
2. Bauwerke nach dem Oberbegriff des Anspruches 1, dadurch gekennzeichnet, daß die Einheitselemente (Fig. 7) von drei ebenen Teilen gebildet sind, von welchen ein mittlerer Teil mit den zwei in zwei zueiannder parallelen Ebenen liegenden Endteilen Winkel von 120° einschließen, wobei der mittlere Teil ein Parallelogramm mit stumpfen Winkeln von 109°30' ist und die Endteile Vierecke sind, deren an die stumpfen Winkel des mittleren Parallelogramms anschließende Winkel ebenfalls 109°30' betragen und daß die Einheitselemente in drei Richtungen zu 120° solcherart angeordnet sind, daß die stumpfen Winkel der Parallelogramme von drei aneinandergrenzenden Einheitselementen einen gemeinsamen Scheitel besitzen.
3. Bauwerke nach dem Oberbegriff des Anspruches 1, worin die ebenen Teile die Form von Rhomben besitzen, dadurch gekennzeichnet, daß die Einheitselemente (Figuren 12, 13) von sechs Rhomben (1, 2, 3, 4, 5, 6) gebildet sind, welche lediglich eine einzige Seite mit einem anderen Rhombus gemeinsam haben und von welchen vier am Umfang befindliche Rhomben (2, 3, 4, 5) an die Seiten eines mittleren Rhombus (1) angrenzen, wobei die einander gegenüberliegenden Rhomben (2, 3 und 4, 5) zur selben Seite des mittleren Rhombus hin geneigt sind und wobei ein sechster Rhombus (6) mit einem am Umfang befindlichen Rhombus (5) eine Kante gemeinsam hat und die Spitze eines seiner spitzen Winkel gemeinsam ist mit der Spitze eines spitzen Winkels des mittleren Rhombus (1), und daß die Einheitselemente solcherart angeordnet sind, daß geschlossene Zellen erhalten werden, welche zwölf paarweise zueinander parallele rautenförmige Seitenflächen besitzen.
4. Bauwerke nach den Ansprüchen 1 und 2, dadurch gekennzeichnet, daß sie mehrere Arten von Einheitselementen oder Unterelementen, u. zw. solche für die Errichtung von ebenen Bauwerken oder unter Zwischenschaltung von kalibrierten Zwischenstücken schwach gekrümmten Bauwerken, wie Schallschluckmauern, gerippten Böden, Gewölben und Kuppeln großer Tragfähigkeit, und solche für die Errichtung von stärker gekrümmten Bauwerken aufweisen.
5. Bauwerke nach irgendeinem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Einheitselemente aus bewehrtem oder nicht bewehrtem Beton oder anderen Agglomeraten bestehen und daß sie entlang ihrer Kanten Verstärkungen aufweisen.
6. Bauwerke nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Einheitselemente aus gewalztem und gefalteten oder aus zu langen und dann abgelängten Profilen geformten oder geschmiedeten Metall oder Kunststoff besehen.
7. Bauwerke nach Anspruch 5, dadurch gekennzeichnet, daß die Verbindungsglieder von auf den Rändern der Einheitselemente befindlichen, pyramidenförmigen oder kegelstumpfförmigen kleinen Vertiefungen (Zapfenlöcher) bzw. Vorsprüngen (Zapfen) oder (und) von in den Rändern versenkten Gewindelöchern und von in diese Gewindelöcher durch die verstärkten Kanten hindurch eingeschraubten Schraubbolzen gebildet sind.
8. Bauwerke nach Anspruch 6, dadurch gekennzeichnet, daß die Verbindungsglieder von Nuten bzw. von Federn oder von angehakten, angeschraubten, angenieteten oder angeschweißten Falzen gebildet sind.
9. Verwendung von Bauwerken nach einem der Ansprüche 1 bis 3, für die Errichtung von Schalldämmgebilden zusammen mit oder ohne einem Überzug zum Verbessern des Reduktionskoeffizienten für die Schallausbreitung oder zum Errichten von Konstruktionen des Ingenieurbauwesen, beispielsweise Gewölben, Kuppeln, gerippten Böden, Viadukten, Dämmen, Betten für Fundamente in schlechtem Gelände, Schwimmkästen, Silos und Zisternen usw., bei welchen geringes Gewicht und Steifigkeit der Konstruktion erforderlich ist.
10. Verwendung von Bauwerken nach einem der Ansprüche 1 bis 3, für die Errichtung von ebenen, zylindrischen oder halbkugelförmigen Schlossereierzeugnissen und Metallkonstruktionen, z. B. Gestellen (Flaschenständer), Türeinfassungen (Türen für Flugzeughangars, Schleusentore usw.) aus Metall oder anderen Materialien, Sonnenkollektoren, Orbitalstationen usw.
EP19810810182 1980-05-27 1981-05-12 Sechseckige Bauwerke Expired EP0041044B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81810182T ATE11066T1 (de) 1980-05-27 1981-05-12 Sechseckige bauwerke.

Applications Claiming Priority (4)

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

Publications (2)

Publication Number Publication Date
EP0041044A1 EP0041044A1 (de) 1981-12-02
EP0041044B1 true EP0041044B1 (de) 1985-01-02

Family

ID=25694621

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19810810182 Expired EP0041044B1 (de) 1980-05-27 1981-05-12 Sechseckige Bauwerke

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EP (1) EP0041044B1 (de)
DE (1) DE3168015D1 (de)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3031994A1 (de) * 2014-12-08 2016-06-15 Svoboda Piotr Slebioda Feuerbeständige bauplatte mit pir-kern
CN108118828A (zh) * 2017-12-20 2018-06-05 安徽绿原新型环保材料有限公司 一种蜂窝墙板及其安装方法

Family Cites Families (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 (de) * 1973-12-01 1975-06-12 Axel Stelter Wabenelement-bausystem
CH606680A5 (de) * 1976-08-18 1978-11-15 Roman Buschor
DE2646875C3 (de) * 1976-10-16 1981-08-13 Horn, Alfred, Campione d'Italia Mauer zur Begrenzung von Grundstücken oder Straßen

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Publication number Publication date
DE3168015D1 (en) 1985-02-14
EP0041044A1 (de) 1981-12-02

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