EP0058731B1 - Wall composed of a plurality of construction elements - Google Patents

Wall composed of a plurality of construction elements Download PDF

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Publication number
EP0058731B1
EP0058731B1 EP81101221A EP81101221A EP0058731B1 EP 0058731 B1 EP0058731 B1 EP 0058731B1 EP 81101221 A EP81101221 A EP 81101221A EP 81101221 A EP81101221 A EP 81101221A EP 0058731 B1 EP0058731 B1 EP 0058731B1
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EP
European Patent Office
Prior art keywords
walls
longitudinal
construction elements
wall
cross bracing
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EP81101221A
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German (de)
French (fr)
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EP0058731A1 (en
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Paul Francis Boller
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Individual
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Individual
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Priority to AT81101221T priority Critical patent/ATE14462T1/en
Priority to EP81101221A priority patent/EP0058731B1/en
Priority to DE8181101221T priority patent/DE3171442D1/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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/02—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise
    • E01F8/021—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise with integral support structure

Definitions

  • the present invention relates to a plantable element wall composed of a plurality of structural elements for the erection of retaining walls or rock cladding.
  • Each component has at least two parallel crossbeams, each with an upward and downward bearing surface, which lie in two mutually parallel planes, with two parallel beams that are parallel to one another and are oriented at right angles to the crossbeams and lie between the planes the crossbeams are made from one piece.
  • box walls have the disadvantage that when constructing berms, due to the force dissipation by the individual support cams, special engineering work is required for the static calculation of the crossbeams underneath, which leads to additional costs in planning and reinforcement. Furthermore, the horizontal forces are introduced into the foundations via the frame to the cross beam cam. Special engineering work is also required for the static verification of these frames. This in turn leads to additional costs in planning and reinforcement. In addition, the height of the wall is limited because the cams of the lowest elements can no longer absorb the forces that arise.
  • Box elements the longitudinal wall of which is arranged at right angles to the cross members, are known from French Patent 2 409 351 for the erection of retaining walls.
  • Such supporting walls are characterized in that in each case is a box member on two underlying namely end side to rest on end face, such that a single, imperforate wall is formed which is designated as such hardly be more than p flanzbar.
  • the object of the present invention is to create a plantable element wall composed of a large number of structural elements for the erection of retaining walls or rock cladding, it being possible to create berms of any size without additional reinforcements being necessary and without further, static individual calculations must be carried out because the force is not optimally applied to the foundations by means of support cams, but by means of crossbeam washers. Thus, higher walls should also be able to be built.
  • Plants should be able to thrive optimally through a sufficiently dimensioned distance between the reinforced concrete elements, which leads to a good, sound-absorbing effect.
  • each component has an open frame, is made from one piece, consists of only one longitudinal wall and at least two cross member walls, the longitudinal wall extending beyond the two cross member walls and with the entire surface of the cross member walls upwards and downwards has directed support surfaces, such that the element wall is composed of components of two design modifications, the cross member walls in the components of the first design modification running perpendicularly to the longitudinal walls in the side view and in the components of the second design modification the longitudinal walls in the side view at an angle of inclination (a ) are arranged to the cross member walls and that the components of the two design modifications are alternately placed one above the other with longitudinally offset longitudinal walls.
  • the element wall can also be composed of a single basic type of building elements in such a way that the longitudinal walls of two building elements lying one above the other are offset, i.e. H. run on opposite sides of the element wall, the longitudinal walls being inclined in such a way that their upper edge is oriented further forward than their lower edge.
  • FIG. 1 A first modification of a component is shown in FIG. 1.
  • the Bauele element is open-framed and consists of a longitudinal wall 5 and two perpendicularly arranged cross member walls 6, 6 ', the longitudinal wall 5 in 5' and 5 "going beyond the two cross member walls 6 and 6 'and the longitudinal wall 5 facing the cross member walls 6 and 6 'at an angle of inclination (a).
  • the cross member walls 6 and 6' each have an upward surface 7, 7 'and a downward surface 8, 8', which lie in a parallel plane.
  • FIG. 1 A second, known embodiment modification of a component is shown in FIG.
  • the component consists of a longitudinal wall 1 and at least two transverse support walls 2, 2 'perpendicular to it, the longitudinal wall 1 in 1' and in 1 "extending beyond the two transverse support walls 2, 2 '.
  • the longitudinal wall 1 and the two transverse support walls 2, 2 'each have an upward-facing surface 3, 4, 4', and a downward-facing contact surface, which lie in two parallel planes.
  • FIGS. 1 and 2 can be arranged as such alternately and alternately combined, depending on the type of element wall to be erected.
  • the components according to FIG. 1 are arranged in an alternating construction according to FIG. 3 and result in a free-standing soundproof wall.
  • the component according to FIG. 1 with a longitudinal wall 5 arranged at an angle of inclination (a), which is oriented towards the rear, is first placed.
  • An analog component is placed on the two cross member walls 6, 6 'of the first component, but reversed, in such a way that the longitudinal wall 5 arranged at an angle of inclination comes to lie facing forward.
  • the next component is again placed like the bottom one in the same position on the two cross member walls 6, 6 'of the one below and in an alternating arrangement the soundproofing wall is built up to the desired height in this way.
  • FIG. 4 The partial construction of a retaining wall is shown in Fig. 4.
  • a component according to FIG. 2 is first placed on the foundation 9 such that the longitudinal wall 1 comes to lie forward.
  • a component according to FIG. 1 is then placed on the two crossmember walls in such a way that the longitudinal wall 5 arranged at the angle of inclination (a) comes to the rear.
  • a component according to FIG. 2 is then placed on the component according to FIG. 1, the longitudinal wall 1 coming to the front. This combination in alternating wall construction can be continued until the desired height of the retaining wall is reached.
  • Figures 5 and 6 show cross sections through a free-standing, plantable soundproofing wall and through a plantable retaining wall.
  • the plantable embankment is designated 10. How the filled-up earth material 11 is distributed in the element wall can be seen in FIGS. 5 and 6.
  • the individual components are anchored to one another in a known manner.
  • the resulting cavities in the element wall are filled with soil and can then be planted.
  • the individual components can be arranged in a berm-like manner, offset backwards.
  • the component set is also characterized in that the manufacturing costs can be significantly reduced compared to known designs.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Architecture (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Finishing Walls (AREA)
  • Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)

Abstract

1. Plant-holding wall composed of a plurality of construction elements to erect supporting walls or rock linings with each element open-framed, constructed of one piece and consisting only of one longitudinal wall (1, 5) and of a minimum of two cross bracing walls (2, 2'; 6, 6'), the longitudinal wall extending beyond the two cross bracing walls dispaying the entire surface of the cross bracing walls upward and the support surfaces pointing downward, characterized by the sectional wall being composed of construction elements of two design versions where, with the construction elements of the first design version, the cross bracing walls (2, 2') in a side elevation run vertical to the longitudinal walls (1) and, for the construction elements of the second design version, the longitudinal walls (5) in a side elevation being arranged at a angle of inclination (alpha) to the cross bracing walls (6, 6') and by the construction elements of the two design versions being superimposed alternatingly with longitudinal walls (1, 5) staggered.

Description

Vorliegende Erfindung betrifft eine aus einer Vielzahl von Bauelementen zusammengesetzte, bepflanzbare Elementmauer zur Errichtung von Stützmauern oder Felsverkleidungen.The present invention relates to a plantable element wall composed of a plurality of structural elements for the erection of retaining walls or rock cladding.

Gemäss der deutschen Patentschrift 2 646 020 ist ein Bauelementesatz.zur Herstellung von Kastenmauern bekannt. Jedes Bauelement weist mindestens zwei parallele Querbalken mit je einer nach oben und nach unten gerichteten Auflagefläche auf, welche in zwei zueinander parallelen Ebenen liegen, wobei zwei unter sich parallele,-zu den Querbalken rechtwinklig orientierte und zwischen den Ebenen liegende Längsbalken vorhanden sind, die mit den Querbalken aus einem Stück gefertigt sind.According to German patent specification 2 646 020, a set of components for the production of box walls is known. Each component has at least two parallel crossbeams, each with an upward and downward bearing surface, which lie in two mutually parallel planes, with two parallel beams that are parallel to one another and are oriented at right angles to the crossbeams and lie between the planes the crossbeams are made from one piece.

Solche Kastenmauern haben den Nachteil, dass beim Errichten von Bermen, infolge der Kraftableitung durch die einzelnen Auflagernocken, spezielle Ingenieurarbeiten für die statische Berechnung der darunterliegenden Querträger erforderlich sind, was zu Mehrkosten bei Planung und Armierung führt. Ferner erfolgt die Einleitung der Horizontalkräfte in die Fundamente über den Rahmen zum Querträgernocken. Für den statischen Nachweis dieser Rahmen sind ebenfalls spezielle Ingenieurarbeiten notwendig. Dies führt wiederum zu Mehrkosten in Planung und Armierung. Ausserdem ist die Höhe der Mauer begrenzt, weil .die Nocken der untersten Elemente die auftretenden Kräfte nicht mehr aufnehmen können.Such box walls have the disadvantage that when constructing berms, due to the force dissipation by the individual support cams, special engineering work is required for the static calculation of the crossbeams underneath, which leads to additional costs in planning and reinforcement. Furthermore, the horizontal forces are introduced into the foundations via the frame to the cross beam cam. Special engineering work is also required for the static verification of these frames. This in turn leads to additional costs in planning and reinforcement. In addition, the height of the wall is limited because the cams of the lowest elements can no longer absorb the forces that arise.

Ein weiterer Nachteil ist auch darin zu erblikken, dass solche Kastenmauern relativ schwer zu bepflanzen sind, weil der Abstand zwischen den Stahlbetonelementen für einen idealen Pflanzenwuchs zu klein ist. Von einer'schalldämmenden Wirkung kann insbesonders in den ersten Jahren nicht gesprochen werden.Another disadvantage can be seen in the fact that such box walls are relatively difficult to plant because the distance between the reinforced concrete elements is too small for ideal plant growth. In the first few years, in particular, there was no sound-absorbing effect.

Kastenelemente, deren Längswand rechtwinklig zu den Querträgern angeordnet ist, sind durch die französische Patentschrift 2 409 351 für die Errichtung von Stützmauern bekannt. Solche Stützmauern sind dadurch gekennzeichnet, dass jeweils ein Kastenelement auf zwei darunterliegenden und zwar Stirnseite auf Stirnseite zu ruhen kommt, derart, dass eine einzige, undurchbrochene Wand entsteht, die als solche kaum mehr als bepflanzbar zu bezeichnen ist.Box elements, the longitudinal wall of which is arranged at right angles to the cross members, are known from French Patent 2 409 351 for the erection of retaining walls. Such supporting walls are characterized in that in each case is a box member on two underlying namely end side to rest on end face, such that a single, imperforate wall is formed which is designated as such hardly be more than p flanzbar.

Der Nachteil einer solchen Stützmauer ist darin zu erblicken, dass die vorfabrizierten Kastenelemente in dieser Art und ohne jegliche Verankerung kaum einem Erddruck standhalten können, wie dies bei praktischen Beispielen aufgezeigt werden konnte.The disadvantage of such a retaining wall can be seen in the fact that the prefabricated box elements can hardly withstand earth pressure in this way and without any anchoring, as could be shown in practical examples.

Die vorliegende Erfindung stellt sich die Aufgabe, aus einer Vielzahl von Bauelementen zusammengesetzte, bepflanzbare Elementmauer zur Errichtung von Stützmauern oder Felsverkleidungen zu schaffen, wobei es möglich sein soll, beliebig grosse Bermen zu erstellen, ohne dass Zusatzarmierungen notwendig sind und ohne dass weitere, statische Einzelberechnungen durchgeführt werden müssen, weil die Krafteinleitung in die Fundamente nicht durch Auflagernocken, sondern durch Querträgerscheiben statisch optimal erfolgt. Somit sollen auch höhere Mauern erstellt werden können.The object of the present invention is to create a plantable element wall composed of a large number of structural elements for the erection of retaining walls or rock cladding, it being possible to create berms of any size without additional reinforcements being necessary and without further, static individual calculations must be carried out because the force is not optimally applied to the foundations by means of support cams, but by means of crossbeam washers. Thus, higher walls should also be able to be built.

Durch genügend dimensionierten Abstand zwischen den Stahlbetonelementen sollen Pflanzen optimal gedeihen können, was zu einer guten, schalldämmenden Wirkung führt.Plants should be able to thrive optimally through a sufficiently dimensioned distance between the reinforced concrete elements, which leads to a good, sound-absorbing effect.

Erfindungsgemäss wird diese Aufgabe dadurch gelöst, dass jedes Bauelement offenrahmig, aus einem Stück gefertigt, aus lediglich einer Längswand und aus mindestens zwei Querträgerwänden besteht, wobei die Längswand über die beiden Querträgerwände hinausgeht und wobei die gesamte Oberfläche der Querträgerwände nach oben, sowie auch nach unten gerichtete Auflagerflächen aufweist, derart, dass die Elementmauer aus Bauelementen zweier Ausführungsmodifikationen zusammengesetzt ist, wobei bei den Bauelementen der ersten Ausführungsmodifikation die Querträgerwände in der Seitenansicht senkrecht zu den Längswänden verlaufen und bei den Bauelementen der zweiten Ausführungsmodifikation die Längswände in der Seitenansicht in einem Neigungswinkel (a) zu den Querträgerwänden angeordnet sind und dass die Bauelemente der beiden Ausführungsmodifikationen jeweils alternierend mit seitenversetzt angeordneten Längswänden übereinandergesetzt sind. Die Elementmauer kann gemäss Patentanspruch 2 auch aus einem einzigen Grundtyp von Bauelementen derart zusammengesetzt sein, dass die Längswände zweier übereinanderliegender Bauelemente seitenversetzt, d. h. auf entgegengesetzten Seiten der Elementmauer verlaufen, wobei die Längswände derart geneigt sind, dass ihr oberer Rand weiter vorne orientiert ist als ihr unterer Rand.According to the invention, this object is achieved in that each component has an open frame, is made from one piece, consists of only one longitudinal wall and at least two cross member walls, the longitudinal wall extending beyond the two cross member walls and with the entire surface of the cross member walls upwards and downwards has directed support surfaces, such that the element wall is composed of components of two design modifications, the cross member walls in the components of the first design modification running perpendicularly to the longitudinal walls in the side view and in the components of the second design modification the longitudinal walls in the side view at an angle of inclination (a ) are arranged to the cross member walls and that the components of the two design modifications are alternately placed one above the other with longitudinally offset longitudinal walls. According to claim 2, the element wall can also be composed of a single basic type of building elements in such a way that the longitudinal walls of two building elements lying one above the other are offset, i.e. H. run on opposite sides of the element wall, the longitudinal walls being inclined in such a way that their upper edge is oriented further forward than their lower edge.

Bis anhin war die kombinierte und alternierende Erstellungsweise mit Bauelementen, deren eine Längswand in einem Neigungswinkel (a) zu den Querträgerwänden steht, nicht bekannt. Durch diese Kombination können nun zusätzlich zu den bepflanzbaren Stützmauern und Felsverkleidungen freistehende und bepflanzbare Schallschutzwände erstellt werden, die preisgünstig sind und wirklich schalldämmend wirken.Until now, the combined and alternating method of construction with components whose one longitudinal wall is at an angle of inclination (a) to the cross member walls was not known. Thanks to this combination, in addition to the plantable retaining walls and rock cladding, free-standing and plantable soundproof walls can now be created, which are inexpensive and really sound-absorbing.

Anhand der beiliegenden, schematischen Zeichnungen wird die Erfindung beispielsweise erörtert.The invention is discussed, for example, with reference to the accompanying schematic drawings.

Es zeigen:

  • Fig. 1 eine perspektivische Ansicht einer Ausführungsmodifikation eines Bauelementes,
  • Fig. 2 eine Draufsicht auf eine andere Ausführungsmodifikation eines Bauelementes,
  • Fig. 3 eine perspektivische Ansicht von fünf alternierend aufeinanderliegenden Bauelementen gemäss Fig. 1,
  • Fig. 4 eine perspektivische Ansicht einer Kombination von fünf aufeinanderliegenden Bauelementen gemäss den Fig. 1 und 2,
  • Fig. 5 einen Querschnitt mitten durch eine Schallschutzwand gemäss den Fig. 3 und 1,
  • Fig. 6 einen Querschnitt mitten durch eine Stützmauer gemäss den Fig. 4, 1 und 2.
Show it:
  • 1 is a perspective view of an embodiment modification of a component,
  • 2 shows a plan view of another embodiment modification of a component,
  • 3 is a perspective view of five alternately superposed components according to FIG. 1,
  • 4 shows a perspective view of a combination of five superimposed components according to FIGS. 1 and 2,
  • 5 shows a cross section through the middle of a soundproofing wall according to FIGS. 3 and 1,
  • 6 shows a cross section through the middle of a retaining wall according to FIGS. 4, 1 and 2.

Eine erste Ausführungsmodifikation eines Bauelementes wird in Fig. 1 gezeigt. Das Bauelement ist offenrahmig und besteht aus einer Längswand 5, sowie aus zwei senkrecht dazu angeordneten Querträgerwänden 6, 6', wobei die Längswand 5 in 5' und 5" über die beiden Querträgerwände 6 und 6' hinausgeht und wobei die Längswand 5 zu den Querträgerwänden 6 und 6' in einem Neigungswinkel (a) angeordnet ist. Die Querträgerwände 6 und 6' weisen je eine nach oben gerichtete Fläche 7, 7', sowie eine nach unten gerichtete Fläche 8, 8' auf, die in einer parallelen Ebene liegen.A first modification of a component is shown in FIG. 1. The Bauele element is open-framed and consists of a longitudinal wall 5 and two perpendicularly arranged cross member walls 6, 6 ', the longitudinal wall 5 in 5' and 5 "going beyond the two cross member walls 6 and 6 'and the longitudinal wall 5 facing the cross member walls 6 and 6 'at an angle of inclination (a). The cross member walls 6 and 6' each have an upward surface 7, 7 'and a downward surface 8, 8', which lie in a parallel plane.

Eine zweite, bekannte Ausführungsmodifikation eines Bauelementes wird in Fig. gezeigt. Das Bauelement besteht aus einer Längswand 1, sowie aus mindestens zwei sekrecht dazu stehenden Querträgerwänden 2, 2', wobei die Längswand 1 in 1' und in 1" über die beiden Querträgerwände 2, 2' hinausgeht. Die Längswand 1, sowie die beiden Querträgerwände 2, 2' weisen je eine nach oben gerichtete Fläche 3, 4, 4', sowie eine nach unten gerichtete Auflagefläche auf, die in zwei parallelen Ebenen liegen.A second, known embodiment modification of a component is shown in FIG. The component consists of a longitudinal wall 1 and at least two transverse support walls 2, 2 'perpendicular to it, the longitudinal wall 1 in 1' and in 1 "extending beyond the two transverse support walls 2, 2 '. The longitudinal wall 1 and the two transverse support walls 2, 2 'each have an upward-facing surface 3, 4, 4', and a downward-facing contact surface, which lie in two parallel planes.

Die Bauelemente gemäss den Fig. 1 und 2 können als solche untereinander alternierend und alternierend kombiniert angeordnet werden, je nach dem zu errichtenden Elementmauertyp. Die Bauelemente gemäss Fig. 1 werden in alternierender Bauweise gemäss der Fig. 3 angeordnet und ergeben eine freistehende Schallschutzwand.The components according to FIGS. 1 and 2 can be arranged as such alternately and alternately combined, depending on the type of element wall to be erected. The components according to FIG. 1 are arranged in an alternating construction according to FIG. 3 and result in a free-standing soundproof wall.

Auf dem Fundament 9 gemäss Fig. 3 wird zunächst das Bauelement gemäss Fig. 1 mit unter einem Neigungswinkel (a) angeordneten Längswand 5, die nach hinten orientiert ist, aufgesetzt. Auf die beiden Querträgerwände 6, 6' des ersten Bauelementes wird ein analoges Bauelement, aber seitenverkehrt, aufgesetzt, derart, dass die neigungswinklig angeordnete Längswand 5 nach vorne orientiert zu liegen kommt. Das nächste Bauelement wird wieder wie das unterste in derselben Lage auf die beiden Querträgerwände 6, 6' des darunterliegenden aufgesetzt und in alternierender Anordnung wird auf diese Art und Weise die Schallschutzwand bis auf die gewünschte Höhe aufgebaut.On the foundation 9 according to FIG. 3, the component according to FIG. 1 with a longitudinal wall 5 arranged at an angle of inclination (a), which is oriented towards the rear, is first placed. An analog component is placed on the two cross member walls 6, 6 'of the first component, but reversed, in such a way that the longitudinal wall 5 arranged at an angle of inclination comes to lie facing forward. The next component is again placed like the bottom one in the same position on the two cross member walls 6, 6 'of the one below and in an alternating arrangement the soundproofing wall is built up to the desired height in this way.

Der teilweise Aufbau einer Stützmauer ist in Fig. 4 dargestellt. Auf das Fundament 9 wird zuerst ein Bauelement gemäss Fig. 2 aufgesetzt, derart, dass die Längswand 1 nach vorne zu liegen kommt. Auf die beiden Querträgerwände wird alsdann ein Bauelement gemäss Fig. 1 aufgesetzt und zwar derart, dass die mit dem Neigungswinkel (a) angeordnete Längswand 5 nach hinten zu stehen kommt. Auf das Bauelement gemäss Fig. 1 wird alsdann ein Bauelement gemäss Fig. 2 aufgesetzt, wobei die Längswand 1 nach vorne zu stehen kommt. Diese Kombination in alternierendem Wandaufbau kann solange weitergeführt werden, bis die gewünschte Höhe der Stützmauer erreicht ist.The partial construction of a retaining wall is shown in Fig. 4. A component according to FIG. 2 is first placed on the foundation 9 such that the longitudinal wall 1 comes to lie forward. A component according to FIG. 1 is then placed on the two crossmember walls in such a way that the longitudinal wall 5 arranged at the angle of inclination (a) comes to the rear. A component according to FIG. 2 is then placed on the component according to FIG. 1, the longitudinal wall 1 coming to the front. This combination in alternating wall construction can be continued until the desired height of the retaining wall is reached.

Die Figuren 5 und 6 zeigen Querschnitte durch eine freistehende, bepflanzbare Schallschutzwand und durch eine bepflanzbare Stützmauer. Die bepflanzbare Erdböschung wird mit 10 bezeichnet. Wie sich das aufgefüllte Erdmaterial 11 in der Elementmauer verteilt, ist in Fig. 5 und 6 ersichtlich. Die einzelnen Bauelemente werden nach bekannter Art und Weise untereinander verankert. Die sich ergebenden Hohlräume der Elementwand werden mit Erdreich aufgefüllt und können alsdann bepflanzt werden. Je nach Bedarf können die einzelnen Bauelemente bermenartig nach rückwärts versetzt angeordnet werden.Figures 5 and 6 show cross sections through a free-standing, plantable soundproofing wall and through a plantable retaining wall. The plantable embankment is designated 10. How the filled-up earth material 11 is distributed in the element wall can be seen in FIGS. 5 and 6. The individual components are anchored to one another in a known manner. The resulting cavities in the element wall are filled with soil and can then be planted. Depending on requirements, the individual components can be arranged in a berm-like manner, offset backwards.

Der Bauelementesatz kennzeichnet sich zudem noch dadurch aus, dass die Herstellungskosten gegenüber bekannten Ausführungen wesentlich gesenkt werden können.The component set is also characterized in that the manufacturing costs can be significantly reduced compared to known designs.

Claims (2)

1. Plant-holding wall composed of a plurality of construction elements to erect supporting walls or rock linings with each element open-framed, constructed of one piece and consisting only of one longitudinal wall (1, 5) and of a minimum of two cross bracing walls (2, 2'; 6, 6'), the longitudinal wall extending beyond the two cross bracing walls dispaying the entire surface of the cross bracing walls upward ant the support surfaces pointing downward, characterized by the sectional wall being composed of construction elements of two design versions where, with the construction elements of the first design version, the cross bracing walls (2, 2') in a side elevation run vertical to the longitudinal walls (1) and, for the construction elements of the second design version, the longitudinal walls (5) in a side elevation being arranged at a angle of inclination (a) to the cross bracing walls (6, 6') and by the construction elements of the two design versions being superimposed alternatingly with longitudinal walls (1, 5) staggered.
2. Plant-holding wall composed of a plurality of construction elements to erect a freestanding sound absorbing wall with each element open-framed, constructed of one piece and consisting only of one longitudinal wall (5) and of a minimum of two cross bracing walls (6, 6'), the longitudinal wall extending beyond the two cross bracing walls and, in a side elevation, being arranged at an angle of inclination (a) to these with the entire surface of the cross bracing walls upward and the support surfaces pointing downward, characterized by the sectional wall being composed of one single basic type in such a way that the longitudinal walls (5) of two superimposed construction elements run staggered, i.e., on the opposing sides of the sectional walls and by the longitudinal walls (5) being inclined in such a way that their upper edge extends forward farther than their lower edge.
EP81101221A 1981-02-20 1981-02-20 Wall composed of a plurality of construction elements Expired EP0058731B1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
AT81101221T ATE14462T1 (en) 1981-02-20 1981-02-20 PANEL WALL COMPOSED FROM A NUMBER OF COMPONENTS.
EP81101221A EP0058731B1 (en) 1981-02-20 1981-02-20 Wall composed of a plurality of construction elements
DE8181101221T DE3171442D1 (en) 1981-02-20 1981-02-20 Wall composed of a plurality of construction elements

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP81101221A EP0058731B1 (en) 1981-02-20 1981-02-20 Wall composed of a plurality of construction elements

Publications (2)

Publication Number Publication Date
EP0058731A1 EP0058731A1 (en) 1982-09-01
EP0058731B1 true EP0058731B1 (en) 1985-07-24

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Family Applications (1)

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EP81101221A Expired EP0058731B1 (en) 1981-02-20 1981-02-20 Wall composed of a plurality of construction elements

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EP (1) EP0058731B1 (en)
AT (1) ATE14462T1 (en)
DE (1) DE3171442D1 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4557634A (en) * 1983-01-11 1985-12-10 Henri Vidal Wall structure and method of construction
DE3611042A1 (en) * 1986-04-02 1987-10-08 Ebenseer Betonwerke Gmbh Wall, in particular noise protection wall, and precast members for such a wall
GB8813146D0 (en) * 1988-06-03 1988-07-06 Vidal H Facing system
CH681314A5 (en) * 1990-04-18 1993-02-26 Ls Laermschutzbau Ag
DE29720479U1 (en) * 1997-11-19 1999-03-25 Bodensohn, Karl Heinz, 63165 Mühlheim Stackable prefabricated components
DE202006007522U1 (en) * 2006-05-11 2007-09-13 Bodensohn, Karl Heinz Space grid wall for use as support and noise protection wall, has two sets of prefabricated units placed alternate to each other, where heights of cross bars, units and upper edge of longitudinal bars are increased at specific measure
CN102587390A (en) * 2012-03-23 2012-07-18 广州中煤江南基础工程公司 Outside-enhanced retaining supporting structure

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2701673C2 (en) * 1977-01-17 1983-08-04 Adam, Heinz-Josef, Ing.(Grad.) Noise barrier
CH638853A5 (en) * 1978-06-13 1983-10-14 Jaecklin Felix Paul Structural element for fabricating structures and use of the same for fabricating walls
DE2908578C2 (en) * 1979-03-05 1983-12-01 Schenk, Harry, 7101 Löwenstein Frame-shaped prefabricated part made of concrete for a space lattice wall as a support wall or the like.

Also Published As

Publication number Publication date
DE3171442D1 (en) 1985-08-29
EP0058731A1 (en) 1982-09-01
ATE14462T1 (en) 1985-08-15

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