EP0231724A1 - Structure and set of accessories for realizing the same - Google Patents

Structure and set of accessories for realizing the same Download PDF

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Publication number
EP0231724A1
EP0231724A1 EP86810060A EP86810060A EP0231724A1 EP 0231724 A1 EP0231724 A1 EP 0231724A1 EP 86810060 A EP86810060 A EP 86810060A EP 86810060 A EP86810060 A EP 86810060A EP 0231724 A1 EP0231724 A1 EP 0231724A1
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EP
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Prior art keywords
components
elements
coupling
holes
disc
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EP86810060A
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German (de)
French (fr)
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EP0231724B1 (en
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Willi Steiner
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Individual
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Individual
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Priority to AT86810060T priority Critical patent/ATE57402T1/en
Priority to EP86810060A priority patent/EP0231724B1/en
Priority to DE8686810060T priority patent/DE3674911D1/en
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0216—Cribbing walls

Definitions

  • the present invention relates to a structure, in particular a support structure, with similar, pre-fabricated components which are stacked on top of one another and which engage in one another transversely to their stacking direction and are coupled to one another at the points of engagement.
  • a structure is known from EP-PS 0 006 828.
  • the components of this known structure are star-shaped, and in one embodiment they are provided with shallow recesses in the interlocking points, in which special coupling elements engage.
  • a certain disadvantage of this known embodiment is that difficulties arise in the manufacture of the components with the shallow depressions, particularly when the elements are being shaped, and that there is a risk of damage due to excessive edge pressure in the structure.
  • the aim of the present invention is to provide corresponding structures by means of components of simpler shape and less risk of damage.
  • This goal is achieved in that coupling or bearing elements are inserted between the components, which are made of a different material than the components, and which have a disc which absorbs the pressure in the stacking direction and pins which engage in holes in the components.
  • These coupling elements made of a suitable material, in particular plastic, allow edge pressure between the components, which are preferably made of concrete, to be avoided and thus damage to the same.
  • the material of the coupling elements should, however, be so strong that their washer and their pegs engaging holes in the components reliably transmit thrust forces and result in a stable coupling between the components without needing to have the same recesses.
  • the components can thus have flat flat sides, which considerably simplifies their manufacture.
  • 1 to 3 consists of flat, straight concrete elements 1, each having a hole 2 at the ends. 2 and 3, the building has a front and an egg NEN rear stack of parallel components 1, and these stacks are coupled together by elements 1 running at right angles to the longitudinal direction of the building.
  • elements 1 running at right angles to the longitudinal direction of the building.
  • FIG. 4 at the coupling points at which the elements 1 engage one another transversely to the stacking direction, one element in the longitudinal direction, one element in the transverse direction 1, then another element 1 in the opposite longitudinal direction, then one after the other a disk-shaped spacer element 3 with a similar through hole 4, then again a longitudinal element 1, a transverse element 1, an opposite longitudinal element 1 and then again a spacer element 3.
  • the transverse elements 1 lie at an appropriate mutual distance.
  • the lower end of the stack rests on a local concrete foundation or gravel bed in order to achieve a particularly stable foundation.
  • the backfilling of the supporting structure is also indicated by a dotted line 5.
  • the mutual coupling of the components 1 and spacer elements 3 against lateral displacement in the stack takes place by means of coupling elements 6, which according to FIG. 5 have a slide 7, which support the components and spacer elements at a suitable distance of, for example, 3 mm from one another and are arranged symmetrically to the disk 7 have hollow pins 8.
  • the coupling elements 6 are made in one piece from plastic, for example from the plastic known under the name COPOLYMER.
  • the disc 7 of the coupling elements has grooved or ribbed surfaces.
  • This ribbing of the disc surfaces improves the friction between this disc and the adjacent flat flat sides of the components 1 and the spacer elements 3, and on the other hand this ribbing of the disc surfaces sets the highest possible specific pressures that can arise from a certain inclination of the components and / or spacer elements , down.
  • FIG. 6 shows a plan view of a possible embodiment variant of a retaining wall made from the components according to FIGS. 1 to 4.
  • the elements are arranged in a zigzag shape, with the mutual vertical distance between the elements being able to be achieved by suitable spacer elements, spacer elements also being present whose axial length exceeds the thickness of the components 1.
  • Fig. 7 shows a double wall of building elements 1 and suitable spacing elements, not shown, where necessary. As indicated to a certain extent in FIG. 7, this wall could be created in part from elements which have a coupled length of the elements 1 and a hole 2 each at the ends and in the middle.
  • FIG. 8 shows a noise protection wall made of elements 1. Also in this case, two elements 1 arranged one behind the other in the same direction could be replaced by an element of double length. In this case, the vertical distances would have to be ensured by suitable spacer elements 3.
  • FIGS. 9 and 10 show a further embodiment of the components and the building created with them.
  • the components 11 are angular or V-shaped, each with a through hole 12 at the ends of the legs and at the top. As shown in FIG. 10, the components 11 are stacked at the desired intervals by means of spacer elements 3 on the front side and by means of spacer elements 13 approximately three times as high. Coupling elements 6 according to FIG. 5, not shown, are used in FIGS. 9 and 10.
  • V-shaped structural elements 11 according to FIG. 9 show further possible uses of the V-shaped structural elements 11 according to FIG. 9 for the construction of structures in various types of aesthetic design on the visible side and various types of strength.
  • the manufacture of the individual components 1 and 11 is particularly simple because the flat sides of these elements are flat. It is also particularly easy to form a reinforcement. Since the shaping of the elements presents no problems, one is also free to use a concrete or cement mixture that is particularly suitable in terms of strength. Other forms of the components are possible, but the elements 1 described above and shown in the drawing have the advantage of being particularly simple and light in weight, while the components 11 are particularly favorable due to their three-point support with regard to the structural integrity and stability of the structure.
  • the through holes of the components 1 and 11 and the coupling elements 6 allow the coupling or anchoring rods to be pushed through all coupling points of the structure.
  • the anchor rods can be driven into the ground to anchor the structure.
  • the coupling or bearing elements thanks to the choice of their material, which can preferably be somewhat softer than the concrete of the components, and the surface design of the disk 7, at the same time form supports for the components, which lead to damage to the edge pressures thereof avoid, which are hard enough to safely transmit shear forces acting between the components.
  • plastic e.g. a metal suitable in terms of mechanical properties and weather resistance can also be used.
  • Coupling or bearing elements 6 can be provided, the pins of which fit into the holes of the components 1 and spacing elements 3 practically without play, in order to achieve the best possible stability of the stack.
  • coupling or bearing elements 6 can also be provided, the pins of which with considerable play of up to 1 cm into the holes of the construction and spacer elements grip so that these elements can be stacked with a step-like, lateral offset in order to give the supporting structure an inclination or a suit without the elements themselves being inclined.
  • the spacer elements 3 can also be polygonal, preferably octagonal, and the ends of the components can accordingly not be rounded but polygonal.

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  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Fencing (AREA)
  • Floor Finish (AREA)
  • Road Signs Or Road Markings (AREA)
  • Buffer Packaging (AREA)

Abstract

1. A structure of prefabricated construction elements (1) of the same kind which are stacked to form a space lattice and which interlock transversely with respect to the stacking direction, said elements (1) having flat supporting surfaces and holes (2) in which connecting plugs (8) engage and between which disks (7) are inserted, said disks (7) consisting of a softer material than that of the construction elements, characterized in that connecting elements (6) in one piece, comprising a disk (7) and a plug (8) are provided, the plugs (8) of which extend in the holes (2) of the construction elements (1) with some clearance, and in that spacing elements (3) of the same thickness as the construction elements and having flat supporting surfaces are provided which are interposed between construction elements (1) at the intersections of the space lattice.

Description

Die vorliegende Erfindung betrifft ein Bauwerk, insbesondere Stützbauwerk, mit gleichartigen, aufeinandergeschichteten vorfabrizierten Bauelementen, die quer zu ihrer Stapelrich­tung ineinandergreifen und an den ineinandergreifenden Stel­len miteinander gekuppelt sind. Ein solches Bauwerk ist be­kannt aus der EP-PS 0 006 828. Die Bauelemente dieses bekann­ten Bauwerks sind sternförmig ausgebildet, und in einer Aus­führungsform sind sie an den ineinandergreifenden Stellen mit flachen Vertiefungen versehen, in welche besondere Kupplungs­elemente eingreifen. Ein gewisser Nachteil dieser bekannten Ausführung besteht darin, dass bei der Herstellung der Bau­elemente mit den flachen Vertiefungen Schwierigkeiten, beson­ders beim Ausformen der Elemente auftreten, und dass die Ge­fahr der Beschädigung durch zu hohe Kantenpressung im Bauwerk besteht.The present invention relates to a structure, in particular a support structure, with similar, pre-fabricated components which are stacked on top of one another and which engage in one another transversely to their stacking direction and are coupled to one another at the points of engagement. Such a structure is known from EP-PS 0 006 828. The components of this known structure are star-shaped, and in one embodiment they are provided with shallow recesses in the interlocking points, in which special coupling elements engage. A certain disadvantage of this known embodiment is that difficulties arise in the manufacture of the components with the shallow depressions, particularly when the elements are being shaped, and that there is a risk of damage due to excessive edge pressure in the structure.

Es ist das Ziel vorliegender Erfindung, entsprechende Bauwerke mittels Bauelementen einfacherer Form und geringerer Gefahr der Beschädigung vorzusehen. Dieses Ziel wird dadurch er­reicht, dass zwischen die Bauelemente Kupplungs- oder Lager­elemente eingelegt sind, die aus einem anderen Material als die Bauelemente bestehen, und die eine den Druck in Stapel­richtung aufnehmende Scheibe sowie in Löcher der Bauelemente eingreifende Zapfen aufweisen. Diese Kupplungselemente aus einem geeigneten Material, insbesondere Kunststoff, gestatten Kantenpressung zwischen den vorzugsweise aus Beton bestehen­den Bauelementen und damit Beschädigungen derselben zu ver­meiden. Das Material der Kupplungselemente soll aber so fest sein, dass deren Scheibe und deren in Löcher der Bauelemente eingreifende Zapfen Schubkräfte sicher übertragen und eine stabile Kupplungs zwischen den Bauelementen ergeben, ohne dass dieselben Vertiefungen aufzuweisen brauchen. Die Bauelemente können somit ebene Flachseiten aufweisen, was ihre Herstel­lung erheblich vereinfacht. Dank den höheren zulässigen Drük­ken an den ineinandergreifenden Kupplungsstellen der Bauele­mente können höhere Stützmauern bis über 5 m Höhe erstellt werden als mit den oben erwähnten bekannten Elementen. Es ist ausserdem möglich, die Bauelemente nicht nur in ihrer Ober­flächengestaltung, sondern auch in ihrer generellen Form zu vereinfachen. Während beim erwähnten bekannten Bauwerk stern­förmige Grundelemente verhältnismässig hohen Gewichts vorhan­den waren, kann das erfindungsgemässe Bauwerk ausschliesslich aus geraden, stabförmigen Bauelementen erstellt werden, was allerdings nicht ausschliesst, dass auch andere Bauelemente verwendet werden können.The aim of the present invention is to provide corresponding structures by means of components of simpler shape and less risk of damage. This goal is achieved in that coupling or bearing elements are inserted between the components, which are made of a different material than the components, and which have a disc which absorbs the pressure in the stacking direction and pins which engage in holes in the components. These coupling elements made of a suitable material, in particular plastic, allow edge pressure between the components, which are preferably made of concrete, to be avoided and thus damage to the same. The material of the coupling elements should, however, be so strong that their washer and their pegs engaging holes in the components reliably transmit thrust forces and result in a stable coupling between the components without needing to have the same recesses. The components can thus have flat flat sides, which considerably simplifies their manufacture. Thanks to the higher permissible pressures at the interlocking coupling points of the components, higher retaining walls up to a height of 5 m can be built are known as with the above-mentioned elements. It is also possible to simplify the components not only in their surface design, but also in their general form. While star-shaped basic elements were present in the known building of comparatively high weight, the building according to the invention can be created exclusively from straight, rod-shaped components, which, however, does not rule out that other components can also be used.

Die Erfindung wird nun anhand verschiedener Ausführungsbei­spiele näher erläutert.

  • Fig. 1 zeigt ein Stützbauwerk in Vorderansicht,
  • Fig. 2 zeigt ein Draufsicht, und
  • Fig. 3 zeigt einen Schnitt nach Linie III-III in Fig. 1.
  • Fig. 4 zeigt einen vergrösserten Teilschnitt durch überein­anderliegende Kupplungsstellen des Bauwerks,
  • Fig. 5 zeigt ein Kupplungselement in natürlicher Grösse,
  • Fig. 6 und 7 zeigen Ausführungsvarianten des Stützbauwerks,
  • Fig. 8 zeigt eine Draufsicht auf eine Lärmschutzwand,
  • Fig. 9 zeigt eine Draufsicht auf ein weiteres Bauwerk,
  • Fig. 10 zeigt einen Schnitt durch das Bauwerk nach Fig. 9, und
  • Fig. 11 bis 13 zeigen Ausführungsvarianten des Bauwerks.
The invention will now be explained in more detail using various exemplary embodiments.
  • 1 shows a support structure in front view,
  • Fig. 2 shows a plan view, and
  • Fig. 3 shows a section along line III-III in Fig. 1st
  • 4 shows an enlarged partial section through superimposed coupling points of the structure,
  • 5 shows a coupling element in natural size,
  • 6 and 7 show variants of the support structure,
  • 8 shows a top view of a noise barrier,
  • 9 shows a plan view of a further structure,
  • Fig. 10 shows a section through the structure of FIG. 9, and
  • 11 to 13 show design variants of the building.

Das Bauwerk nach Fig. 1 bis 3 besteht aus flachen, geraden Betonelementen 1, die an den Enden je ein Loch 2 aufweisen. Das Bauwerk weist gemäss Fig. 2 und 3 einen vorderen und ei­ nen hinteren Stapel von parallelen Bauelementen 1 auf, und diese Stapel sind durch rechtwinklig zur Längsrichtung des Bauwerks verlaufende Elemente 1 miteinander gekuppelt. Wie insbesondere auch aus Fig. 4 ersichtlich, liegen an den Kupp­lungsstellen, an welchen die Elemente 1 quer zur Stapelrich­tung ineinandergreifen, nacheinander je ein in Längsrichtung verlaufendes Element, ein in Querrichtung laufendes Element 1, dann wieder ein in entgegengesetzter Längsrichtung verlau­fendes Element 1, dann ein scheibenförmiges Distanzelement 3 mit einem gleichartigen durchgehenden Loch 4, dann wieder ein in Längsrichtung verlaufendes Element 1, ein in Querrichtung verlaufendes Element 1, ein in entgegengesetzter Längsrich­tung verlaufendes Element 1 und dann wieder ein Distanzele­ment 3 vorgesehen. In dieser Weise wird ein Bauwerk erzielt, in welchem die quer verlaufenden Elemente 1 in angemessenem gegenseitigem Abstand liegen. Das untere Ende des Stapels ruht gemäss Fig. 3 auf einem Ortsbeton-Fundament oder Kies­bett, um eine besonders stabile Fundierung zu erzielen. In Fig. 3 ist ebenfalls durch eine punktierte Linie 5 die Hin­terfüllung des Stützbauwerks angedeutet.1 to 3 consists of flat, straight concrete elements 1, each having a hole 2 at the ends. 2 and 3, the building has a front and an egg NEN rear stack of parallel components 1, and these stacks are coupled together by elements 1 running at right angles to the longitudinal direction of the building. As can also be seen in particular from FIG. 4, at the coupling points at which the elements 1 engage one another transversely to the stacking direction, one element in the longitudinal direction, one element in the transverse direction 1, then another element 1 in the opposite longitudinal direction, then one after the other a disk-shaped spacer element 3 with a similar through hole 4, then again a longitudinal element 1, a transverse element 1, an opposite longitudinal element 1 and then again a spacer element 3. In this way, a structure is achieved in which the transverse elements 1 lie at an appropriate mutual distance. According to FIG. 3, the lower end of the stack rests on a local concrete foundation or gravel bed in order to achieve a particularly stable foundation. In Fig. 3, the backfilling of the supporting structure is also indicated by a dotted line 5.

Die gegenseitige Kupplung der Bauelemente 1 und Distanzele­mente 3 gegen seitliche Verschiebung im Stapel erfolgt mit­tels Kupplungselementen 6, welche gemäss Fig. 5 eine Schiebe 7 aufweisen, welche die Bauelemente und Distanzelemente in einem geeigneten Abstand von beispielsweise 3 mm voneinander stützen und symmetrisch zur Scheibe 7 angeordnete hohle Zap­fen 8 aufweisen. Die Kupplungselemente 6 sind einteilig aus Kunststoff hergestellt, beispielsweise aus dem unter der Be­zeichnung COPOLYMER bekannten Kunststoff. Die Scheibe 7 der Kupplungselemente weist gerillte bzw. gerippte Flächen auf. Diese Rippung der Scheibenoberflächen verbessert einerseits die Reibung zwischen dieser Scheibe und den anliegenden, ebe­nen Flachseiten der Bauelemente 1 und der Distanzelemente 3, und anderseits setzt diese Rippung der Scheibenflächen die höchstmöglichen spezifischen Drücke, die durch eine gewisse Schiefstellung der Bauelemente und/oder Distanzelemente ent­stehen können, herab.The mutual coupling of the components 1 and spacer elements 3 against lateral displacement in the stack takes place by means of coupling elements 6, which according to FIG. 5 have a slide 7, which support the components and spacer elements at a suitable distance of, for example, 3 mm from one another and are arranged symmetrically to the disk 7 have hollow pins 8. The coupling elements 6 are made in one piece from plastic, for example from the plastic known under the name COPOLYMER. The disc 7 of the coupling elements has grooved or ribbed surfaces. This ribbing of the disc surfaces improves the friction between this disc and the adjacent flat flat sides of the components 1 and the spacer elements 3, and on the other hand this ribbing of the disc surfaces sets the highest possible specific pressures that can arise from a certain inclination of the components and / or spacer elements , down.

Fig. 6 zeigt eine Draufsicht auf eine mögliche Ausführungs­variante einer aus den Bauelementen gemäss Fig. 1 bis 4 her­gestellten Stützmauer. Die Elemente sind in diesem Falle zickzack-förmig angeordnet, wobei die gegenseitige Vertikal­distanz zwischen den Elementen durch geeignete Distanzelemen­te erreicht werden kann, wobei auch Distanzelemente vorhanden sein können, deren axiale Länge die Dicke der Bauelemente 1 übertrifft.FIG. 6 shows a plan view of a possible embodiment variant of a retaining wall made from the components according to FIGS. 1 to 4. In this case, the elements are arranged in a zigzag shape, with the mutual vertical distance between the elements being able to be achieved by suitable spacer elements, spacer elements also being present whose axial length exceeds the thickness of the components 1.

Fig. 7 zeigt eine Doppelmauer aus Bauelementen 1 und nicht dargestellten geeigneten Distanzelementen, wo erforderlich. Wie Fig. 7 gewissermassen andeutet, könnte diese Mauer teils aus Elementen erstellt werden, welche koppelte Länge der Ele­mente 1 und je ein Loch 2 an den Enden und in der Mitte auf­weisen.Fig. 7 shows a double wall of building elements 1 and suitable spacing elements, not shown, where necessary. As indicated to a certain extent in FIG. 7, this wall could be created in part from elements which have a coupled length of the elements 1 and a hole 2 each at the ends and in the middle.

Fig. 8 zeigt eine Lärmschutzwand aus Elementen 1. Auch in diesem Falle könnten je zwei in gleicher Richtung hinterein­ander angeordnete Elemente 1 durch ein Element doppelter Län­ge ersetzt werden. Die vertikalen Abstände müssten in diesem Falle durch geeignete Distanzelemente 3 sichergestellt wer­den.8 shows a noise protection wall made of elements 1. Also in this case, two elements 1 arranged one behind the other in the same direction could be replaced by an element of double length. In this case, the vertical distances would have to be ensured by suitable spacer elements 3.

Die Fig. 9 und 10 zeigen ein weiteres Ausführungsbeispiel der Bauelemente und des damit erstellten Bauwerks. Die Bauelemen­te 11 sind winkelförmig oder V-förmig mit je einem durchge­henden Loch 12 an den Enden der Schenkel und an der Spitze ausgeführt. Wie Fig. 10 zeigt, sind die Bauelemente 11 mit­tels Distanzelementen 3 auf der Vorderseite und mittels Di­stanzelementen 13 etwa dreifacher Höhe in den gewünschten Ab­ständen gestapelt. Es werden in den Fig. 9 und 10 nicht dar­gestellte Kupplungselemente 6 gemäss Fig. 5 verwendet.9 and 10 show a further embodiment of the components and the building created with them. The components 11 are angular or V-shaped, each with a through hole 12 at the ends of the legs and at the top. As shown in FIG. 10, the components 11 are stacked at the desired intervals by means of spacer elements 3 on the front side and by means of spacer elements 13 approximately three times as high. Coupling elements 6 according to FIG. 5, not shown, are used in FIGS. 9 and 10.

Die Fig. 11 bis 13 zeigen weitere Anwendungsmöglichkeiten der V-förmigen Bauelemente 11 gemäss Fig. 9 zur Erstellung von Bauwerken in verschiedenartiger ästhetischer Gestaltung auf der Sichtseite und verschiedenartiger Festigkeit.11 to 13 show further possible uses of the V-shaped structural elements 11 according to FIG. 9 for the construction of structures in various types of aesthetic design on the visible side and various types of strength.

Wie bereits erwähnt, ist die Herstellung der einzelnen Bau­elemente 1 bzw. 11 besonders einfach, weil die Flachseiten dieser Elemente eben gestaltet sind. Es ist hierbei auch be­sonders einfach, eine Armierung einzuformen. Da das Ausfor­men der Elemente keine Probleme bietet, ist man auch frei in der Verwendung eines bezüglich Festigkeit besonders geeigne­ten Beton- oder Zementgemisches. Es sind andere Formen der Bauelemente möglich, doch weisen die oben beschriebenen und in der Zeichnung dargestellten Elemente 1 den Vorteil beson­derer Einfachheit und geringen Gewichts auf, während die Bau­elemente 11 infolge ihrer Dreipunkt-Auflage besonders günstig sind bezüglich statischer Bestimmtheit und Stabilität des Bauwerks.As already mentioned, the manufacture of the individual components 1 and 11 is particularly simple because the flat sides of these elements are flat. It is also particularly easy to form a reinforcement. Since the shaping of the elements presents no problems, one is also free to use a concrete or cement mixture that is particularly suitable in terms of strength. Other forms of the components are possible, but the elements 1 described above and shown in the drawing have the advantage of being particularly simple and light in weight, while the components 11 are particularly favorable due to their three-point support with regard to the structural integrity and stability of the structure.

Die durchgehenden Löcher der Bauelemente 1 bzw. 11 und der Kupplungselemente 6 erlauben das Durchstecken von Kupplungs- oder Verankerungsstangen durch alle Kupplungsstellen des Bau­werks. Die Ankerstangen können dabei in den Boden eingetrie­ben sein um das Bauwerk zu verankern.The through holes of the components 1 and 11 and the coupling elements 6 allow the coupling or anchoring rods to be pushed through all coupling points of the structure. The anchor rods can be driven into the ground to anchor the structure.

Wie erwähnt ist es wichtig, dass die Kupplungs- oder Lager­elemente dank der Wahl ihres Materials, das vorzugsweise et­was weicher als der Beton der Bauelemente sein kann, und durch die Oberflächengestaltung der Scheibe 7 zugleich Aufla­ger für die Bauelemente bilden, welche zu Beschädigungen der­selben führende Kantenpressungen vermeiden, die aber doch hart genug sind, um zwischen den Bauelementen wirkende Schub­kräfte sicher zu übertragen. Anstelle von Kunststoff könnte z.B. auch ein bezüglich mechanischer Eigenschaften und Witte­rungsbeständigkeit geeignetes Metall verwendet werden.As mentioned, it is important that the coupling or bearing elements, thanks to the choice of their material, which can preferably be somewhat softer than the concrete of the components, and the surface design of the disk 7, at the same time form supports for the components, which lead to damage to the edge pressures thereof avoid, which are hard enough to safely transmit shear forces acting between the components. Instead of plastic, e.g. a metal suitable in terms of mechanical properties and weather resistance can also be used.

Es können Kupplungs- oder Lagerelemente 6 vorgesehen sein, deren Zapfen praktisch spielfrei in die Löcher der Bauelemen­te 1 und Distanzelemente 3 passen, um eine möglichst gute Stabilität des Stapels zu erzielen. Es können jedoch auch Kupplungs- oder Lagerelemente 6 vorgesehen sein, deren Zapfen mit erheblichem Spiel von bis zu 1 cm in die Löcher der Bau- und Distanzelemente greifen, damit diese Elemente mit trep­penartiger, seitlicher Versetzung gestapelt werden können, um dem Stützbauwerk eine Neigung, bzw. einen Anzug zu geben, ohne dass die Elemente selbst geneigt sind. Um etwas andere ästhetische Effekte zu erzielen, können die Distanzelemente 3 auch vieleckig, vorzugsweise achteckig ausgeführt sein, und die Enden der Bauelemente können entsprechend nicht gerundet sondern vieleckig gestaltet sein.Coupling or bearing elements 6 can be provided, the pins of which fit into the holes of the components 1 and spacing elements 3 practically without play, in order to achieve the best possible stability of the stack. However, coupling or bearing elements 6 can also be provided, the pins of which with considerable play of up to 1 cm into the holes of the construction and spacer elements grip so that these elements can be stacked with a step-like, lateral offset in order to give the supporting structure an inclination or a suit without the elements themselves being inclined. In order to achieve somewhat different aesthetic effects, the spacer elements 3 can also be polygonal, preferably octagonal, and the ends of the components can accordingly not be rounded but polygonal.

Claims (12)

1. Bauwerk mit gleichartigen, aufeinandergeschichteten vor­fabrizierten Bauelementen, die quer zu ihrer Stapelrichtung ineinandergreifen und an den ineinandergreifenden Stellen miteinander gekuppelt sind, dadurch gekennzeichnet, dass zwi­schen die Bauelemente (1, 11) Kupplungs- oder Lagerelemente (6) eingelegt sind, die aus einem anderen Material als die Bauelemente bestehen, und die eine den Druck in Stapelrich­tung aufnehmende Scheibe sowie in Löcher (2, 12) der Bauele­mente eingreifende Zapfen (8) aufweisen.1. Building with similar, stacked prefabricated components that interlock transversely to their stacking direction and are coupled to each other at the interlocking points, characterized in that between the components (1, 11) coupling or bearing elements (6) are inserted, which consist of a different material than the components, and which have a disc which absorbs the pressure in the stacking direction and pins (8) which engage in holes (2, 12) in the components. 2. Bauwerk nach Anspruch 1, dadurch gekennzeichnet, dass die Scheibe (7) des Kupplungselementes (6) aufgerauht, z.B. ge­rillt ist.2. Structure according to claim 1, characterized in that the disc (7) of the coupling element (6) is roughened, e.g. is grooved. 3. Bauwerk nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Kupplungselemente (6) eine in Achsrichtung durchge­hende Oeffnung aufweisen, durch die Kupplungs- oder Ankerstä­be durchragen können.3. Structure according to claim 1 or 2, characterized in that the coupling elements (6) have a continuous opening in the axial direction through which coupling or anchor rods can protrude. 4. Bauwerk nach einem der Ansprüche 1 - 3, dadurch gekenn­zeichnet, dass gerade, stabförmige Bauelemente (1) mit je ei­nem Loch (2) an ihrem Ende vorgesehen sind.4. Building according to one of claims 1-3, characterized in that straight, rod-shaped components (1) are provided with a hole (2) at each end. 5. Bauwerk nach einem der Ansprüche 1 - 3, dadurch gekenn­zeichnet, dass V-förmige Bauelemente (11) vorgesehen sind, die mit den Enden ihrer Schenkel und/oder mit ihrer Spitze ineinandergreifen.5. Building according to one of claims 1-3, characterized in that V-shaped components (11) are provided which interlock with the ends of their legs and / or with their tips. 6. Bauwerk nach einem der Ansprüche 1 - 5, dadurch gekenn­zeichnet, dass Distanzelemente (3, 13) mit einer Zapfen von Kupplungselementen aufnehmenden Bohrung zwischen ineinander­greifende Teil von Bauelementen (1, 11) eingesetzt sind.6. Building according to one of claims 1-5, characterized in that spacer elements (3, 13) with a pin of coupling elements receiving bore between interlocking part of components (1, 11) are used. 7. Satz von Zubehör zur Erstellung von Bauwerken, mit stapel­baren, vorfabrizierten Bauelementen die an mindestens zwei Stellen Löcher aufweisen, dadurch gekennzeichnet, dass Kupp­ lungs- oder Lagerelemente (6) aus einem anderen Material als dasjenige der Bauelemente vorgesehen sind, die an den ge­nannten Stellen eine zwischen gestapelte Bauelemente (1, 11) legbare Scheibe (7) und in die Löcher (2, 12) der Bauelemen­te (1, 11) einführbare Zapfen (8) aufweisen.7. Set of accessories for creating structures, with stackable, prefabricated components that have holes in at least two places, characterized in that coupling tion or storage elements (6) made of a different material than that of the components are provided which have a disc (7) which can be placed between stacked components (1, 11) and in the holes (2, 12) of the components (1 , 11) have insertable pins (8). 8. Satz nach Anspruch 7, dadurch gekennzeichnet, dass die Bauelemente aus Beton und die Kupplungselemente (6) aus Kunststoff bestehen.8. Set according to claim 7, characterized in that the components are made of concrete and the coupling elements (6) made of plastic. 9. Satz nach Anspruch 7 oder 8, dadurch gekennzeichnet, dass die Bauelemente (1, 11) ebene stapelbare Flachseiten aufwei­sen.9. Set according to claim 7 or 8, characterized in that the components (1, 11) have flat stackable flat sides. 10. Satz nach einem der Ansprüche 7 - 9, dadurch gekennzeich­net, dass die Scheibe (7) der Kupplungselemente (6) gerauhte, z.B. gerippte Flächen aufweist.10. Set according to one of claims 7-9, characterized in that the disc (7) of the coupling elements (6) roughened, e.g. has ribbed surfaces. 11. Satz nach einem der Ansprüche 7 bis 10, dadurch gekenn­zeichnet, dass Kupplungs- oder Lagerelemente (6) vorhanden sind, deren Zapfen (8) geringeren Durchmesser aufweisen als die Löcher (2, 12) der Bauelemente, derart, dass die Bauele­mente mit gegenseitiger seitlicher Versetzung gestapelt wer­den können.11. Set according to one of claims 7 to 10, characterized in that coupling or bearing elements (6) are present, the pins (8) have a smaller diameter than the holes (2, 12) of the components, such that the components with mutual lateral displacement can be stacked. 12. Satz nach einem der Ansprüche 7 bis 11, dadurch gekenn­zeichnet, dass kreisförmige oder vieleckige Distanzelemente (3) vorgesehen sind.12. Set according to one of claims 7 to 11, characterized in that circular or polygonal spacer elements (3) are provided.
EP86810060A 1986-02-05 1986-02-05 Structure and set of accessories for realizing the same Expired - Lifetime EP0231724B1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
AT86810060T ATE57402T1 (en) 1986-02-05 1986-02-05 BUILDING AND SET OF ACCESSORIES TO CREATE THE SAME.
EP86810060A EP0231724B1 (en) 1986-02-05 1986-02-05 Structure and set of accessories for realizing the same
DE8686810060T DE3674911D1 (en) 1986-02-05 1986-02-05 CONSTRUCTION AND SET OF ACCESSORIES TO CREATE THE SAME.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP86810060A EP0231724B1 (en) 1986-02-05 1986-02-05 Structure and set of accessories for realizing the same

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EP0231724A1 true EP0231724A1 (en) 1987-08-12
EP0231724B1 EP0231724B1 (en) 1990-10-10

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EP86810060A Expired - Lifetime EP0231724B1 (en) 1986-02-05 1986-02-05 Structure and set of accessories for realizing the same

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EP (1) EP0231724B1 (en)
AT (1) ATE57402T1 (en)
DE (1) DE3674911D1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202006007519U1 (en) * 2006-05-11 2007-09-13 Bodensohn, Karl Heinz Room lattice wall for use as backfillable and greenable supporting and noise protection walls

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR818547A (en) * 1936-11-05 1937-09-28 Defensive work
US2149957A (en) * 1938-05-16 1939-03-07 Orley H Dawson Cribbing
US3537687A (en) * 1967-09-25 1970-11-03 Philip Adelman Garden fence and wall
DE2414202A1 (en) * 1974-03-25 1975-10-16 Hoetzel Beton Gmbh Concrete brick for banks, shores, etc. - has interlocking continuous connection elements
CH589757A5 (en) * 1974-10-08 1977-07-15 Jaecklin Felix Paul Box retaining wall for embankment protection - has crossed beams forming flexible assembly with smooth appearance
FR2343088A1 (en) * 1976-03-02 1977-09-30 Pastorello Jean Louis Concrete reinforcement grid for coastal defence or embankments - has long grid resistant to horizontal forces and made from bars and pins
DE2826324A1 (en) * 1978-06-16 1979-12-20 Erwin Harlander Retaining wall made of prefabricated concrete beams - has stacked beam and connector assembly filled with granular material

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR818547A (en) * 1936-11-05 1937-09-28 Defensive work
US2149957A (en) * 1938-05-16 1939-03-07 Orley H Dawson Cribbing
US3537687A (en) * 1967-09-25 1970-11-03 Philip Adelman Garden fence and wall
DE2414202A1 (en) * 1974-03-25 1975-10-16 Hoetzel Beton Gmbh Concrete brick for banks, shores, etc. - has interlocking continuous connection elements
CH589757A5 (en) * 1974-10-08 1977-07-15 Jaecklin Felix Paul Box retaining wall for embankment protection - has crossed beams forming flexible assembly with smooth appearance
FR2343088A1 (en) * 1976-03-02 1977-09-30 Pastorello Jean Louis Concrete reinforcement grid for coastal defence or embankments - has long grid resistant to horizontal forces and made from bars and pins
DE2826324A1 (en) * 1978-06-16 1979-12-20 Erwin Harlander Retaining wall made of prefabricated concrete beams - has stacked beam and connector assembly filled with granular material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202006007519U1 (en) * 2006-05-11 2007-09-13 Bodensohn, Karl Heinz Room lattice wall for use as backfillable and greenable supporting and noise protection walls

Also Published As

Publication number Publication date
EP0231724B1 (en) 1990-10-10
ATE57402T1 (en) 1990-10-15
DE3674911D1 (en) 1990-11-15

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