EP0215991B1 - Building element for planted retaining walls - Google Patents

Building element for planted retaining walls Download PDF

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Publication number
EP0215991B1
EP0215991B1 EP19850430030 EP85430030A EP0215991B1 EP 0215991 B1 EP0215991 B1 EP 0215991B1 EP 19850430030 EP19850430030 EP 19850430030 EP 85430030 A EP85430030 A EP 85430030A EP 0215991 B1 EP0215991 B1 EP 0215991B1
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EP
European Patent Office
Prior art keywords
vessel
wall
vessels
vertical partition
elements
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 - Lifetime
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EP19850430030
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German (de)
French (fr)
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EP0215991A1 (en
Inventor
Jean Louis Rossi
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Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to AT85430030T priority Critical patent/ATE49252T1/en
Priority to DE8585430030T priority patent/DE3575174D1/en
Publication of EP0215991A1 publication Critical patent/EP0215991A1/en
Application granted granted Critical
Publication of EP0215991B1 publication Critical patent/EP0215991B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/025Retaining or protecting walls made up of similar modular elements stacked without mortar

Definitions

  • the invention relates to construction elements for retaining walls intended to be lined with vegetation.
  • Document DE-U 7 824 776 describes a retaining element for embankments, natural slopes or earthworks. It is formed of a bottomless cube-shaped tank with a vertical partition which separates the tank into two equal cells, said partition connecting the upstream wall and the downstream wall perpendicularly.
  • the lateral blocking of the element is ensured by two shoulders, the first shoulder is provided in the middle part of the upper edge of the side wall to continue along the upstream wall and end on the upper edge of the another side wall opposite the starting point of the first shoulder.
  • the construction elements described above are made of flower pots, which are mounted dry and assembled together to form a retaining wall.
  • This type of retaining wall is more or less fragile, depending on the slope of the slope or the trench, the climate, etc. Plants have a decorative function to hide the wall, but they do not cooperate in any way with the building elements and the soil to improve the stability of the wall.
  • the invention tends to solve these problems. Plants have an action on the retaining wall which is anchored by the roots of plants in the ground, the roots of plants also intersect from one building element to another, thus improving the assembly of said elements together .
  • the retaining wall intended to be lined with vegetation, and constituted by dry-mounted construction elements, by interlocking of the elements one inside the other, and by superposition on each other, each element being of the type constituted by a bottomless tank with vertical partitions is characterized in that a first vertical partition, parallel to the upstream wall of the tank, delimits a large space downstream which acts as a flowerpot and at least one space towards the upstream which acts as rooting cells for the upper tank set back, offset upstream on the lower tank, the latter space being divided into at least two smaller spaces by a second vertical partition perpendicular to the upstream wall and at the first partition; the size of the upstream spaces is such that when the tanks are superimposed on each other, the roots which come out of the upper tank, can only go towards the ground and not in the lower tank, that is to say that the vertical partition of the upper tank comes to the level of the upstream wall of the lower tank.
  • a building element can be composed of two tanks or of several tanks without bottom.
  • the building element consists of two adjacent tanks, made in a single block.
  • the building element 1 consists of a bottomless tank 2, vertical partitions 3, 4 delimit a large space 5 and at least two spaces 6 and 7.
  • the vertical partitions 3 and 4 are arranged so that they delimit a large space 5 downstream and at least two smaller spaces 6 and 7 upstream.
  • a building element 1 can be composed of two tanks 2A, 2B or of several tanks without bottom.
  • the vertical partitions 3, 4 delimit, downstream, a large space 5 and upstream two smaller spaces 6, 7 and this, thanks to a partition 3 parallel to the upstream wall 8 of the tank and to the perpendicular partition 4 connecting said upstream wall 8 and the partition 3 which is parallel to it.
  • the construction element 1 consists of two adjacent tanks 2A, 2B, produced in a single block, which reduces the manufacturing costs.
  • the roots 9 of a plant 11 can pass from one tank to another through the large space 5, on the other hand, they can, through spaces 6 and 7, only go directly into the soil 10. Thanks to these spaces upstream 6 and 7, the roots 9 intermingle from one plant 11 to another but only in the soil 10.
  • the size of the spaces 6 and 7 is such that when the tanks 2 are superimposed on each other, the roots 9, which come out of the upper tank, can only go towards the ground 10 and not in the lower tank, it that is to say that the vertical partition 3 of the upper tank comes at the level of the upstream wall 8 of the lower tank.
  • the sole 12 is made of sieved earth. If the wall height is greater than 1.50 meters, the footing is poured. Notches 13, arranged on the side walls 14 of the tank 2, allow the tanks 2 to fit into each other when they overlap, to dry mount the retaining wall.

Description

L'invention a pour objet des éléments de construction pour murs de soutènement destinés à être garnis de végétation.The invention relates to construction elements for retaining walls intended to be lined with vegetation.

La création de plus en plus importante de tranchées pour la création ou l'agrandissement de routes impose la création de murs de soutènement.The increasingly important creation of trenches for the creation or enlargement of roads requires the creation of retaining walls.

Ces murs sont onéreux et disgracieux. La préservation de l'environnement implique de garnir de végétation les murs de soutènement.These walls are expensive and unsightly. Preserving the environment involves lining the retaining walls with vegetation.

Ces murs de soutènement peuvent être utilisés par les particuliers, par les professionnels (Points et Chaussées, Génie Rural, Paysagistes, Entreprises de Travaux Publics, Clutivateurs etc.).These retaining walls can be used by individuals, by professionals (Points and Pavements, Rural Engineering, Landscapers, Public Works Companies, Clutivators etc.).

Il existe déjà des éléments de construction. Ces éléments font office de bacs, ce sont des caissons qui laissent un espace ouvert important pour que puissent s'y développer de arbustes ou des plantes couvrantes. Ces éléments se montent à sec par emboîtement, les uns dans les autres.There are already building elements. These elements act as bins, they are boxes which leave a large open space so that shrubs or covering plants can develop there. These elements are mounted dry by nesting, one inside the other.

D'autres éléments ont une forme en cavité qui empêche l'évacuation trop rapide de l'eau. Le remplissage des éléments ou des bacs avec de la terre se fait au fur et à mesure du montage des éléments de construction. Par leur forme en caisson, ces éléments produisent, dans l'assemblage du mur de soutènement, un enchaînement.Other elements have a cavity shape which prevents too rapid evacuation of water. The elements or tanks are filled with soil as the construction elements are assembled. By their box shape, these elements produce, in the assembly of the retaining wall, a sequence.

Le document DE-U 7 824 776 décrit un élément d'ouvrage de retenue pour talus, pentes naturelles ou ouvrages en terre. Il est formé d'un bac sans fond en forme de cube avec une cloison verticale qui sépare le bac en deux alvéoles égales, ladite cloison relie perpendiculairement la paroi amont et la paroi aval. Le blocage latéral de l'élément est assuré par deux épaulements, le premier épaulement est prévu dans la partie médiane de l'arête supérieure dela paroi latérale pour se poursuivre le long de la paroi amont et se terminer sur l'arête supérieure de l'autre paroi latérale en regard du point de départ du premier épaulement.Document DE-U 7 824 776 describes a retaining element for embankments, natural slopes or earthworks. It is formed of a bottomless cube-shaped tank with a vertical partition which separates the tank into two equal cells, said partition connecting the upstream wall and the downstream wall perpendicularly. The lateral blocking of the element is ensured by two shoulders, the first shoulder is provided in the middle part of the upper edge of the side wall to continue along the upstream wall and end on the upper edge of the another side wall opposite the starting point of the first shoulder.

Les éléments de construction ci-dessus décrits sont faits de pots de fleurs, qui sont montés à sec et assemblés les uns dans les autres pour former un mur de soutènement. Ce type de mur de soutènement est plus ou moins fragile et ce, en fonction de la pente du talus ou de la tranchée, du climat etc. Les plantes ont une fonctoin de décoration pour cacher le mur, mais elles ne coopèrent en aucune façon avec les éléments de construction et le sol pour améliorer la stabilité dudit mur.The construction elements described above are made of flower pots, which are mounted dry and assembled together to form a retaining wall. This type of retaining wall is more or less fragile, depending on the slope of the slope or the trench, the climate, etc. Plants have a decorative function to hide the wall, but they do not cooperate in any way with the building elements and the soil to improve the stability of the wall.

L'invention tend à résoudre ces problèmes. Les plantes ont une action sur le mur de soutènement qui est ancré par les racines des plantes dans le sol, les racines de plantes s'entrecroisent également d'un élément de construction à l'autre, améliorant ainsi l'assemblage desdits éléments entre eux.The invention tends to solve these problems. Plants have an action on the retaining wall which is anchored by the roots of plants in the ground, the roots of plants also intersect from one building element to another, thus improving the assembly of said elements together .

Le mur de soutènement, destiné à être garni de végétation, et constitué par des éléments de construction montés à sec, par emboîtement des éléments les uns dans les autres, et par superposition les uns sur les autres, chaque élément étant du type constitué par un bac sans fond comportant des cloisons verticales est caractérisé par le fait qu'une première cloison verticale, parallèle à la paroi amont du bac, délimite un grand espace vers l'aval qui fait office de pot à fleur et au moins un espace vers l'amont qui fait office d'alvéoles de racinage pour le bac supérieur monté en retrait, décalé vers l'amont sur le bac inférieur, ce dernier espace étant divisé en au moins deux espaces plus petits par une deuxième cloison verticale perpendiculaire à la paroi amont et à la première cloison; la taille des espaces amont est telle que lorsque les bacs sont superposés les uns sur les autres, les racines qui sortent du bac supérieur, ne puissent aller que vers le sol et non dans le bac inférieur, c'est-à-dire que la cloison verticale du bac supérieur vient au niveau de la paroi amont du bac inférieur.The retaining wall, intended to be lined with vegetation, and constituted by dry-mounted construction elements, by interlocking of the elements one inside the other, and by superposition on each other, each element being of the type constituted by a bottomless tank with vertical partitions is characterized in that a first vertical partition, parallel to the upstream wall of the tank, delimits a large space downstream which acts as a flowerpot and at least one space towards the upstream which acts as rooting cells for the upper tank set back, offset upstream on the lower tank, the latter space being divided into at least two smaller spaces by a second vertical partition perpendicular to the upstream wall and at the first partition; the size of the upstream spaces is such that when the tanks are superimposed on each other, the roots which come out of the upper tank, can only go towards the ground and not in the lower tank, that is to say that the vertical partition of the upper tank comes to the level of the upstream wall of the lower tank.

Un élément de construction peut être composé de deux bacs ou de plusieurs bacs sans fond.A building element can be composed of two tanks or of several tanks without bottom.

L'élément de construction est constitué de deux bacs adjacents, fabriqué en un seul bloc.The building element consists of two adjacent tanks, made in a single block.

Il comporte des échancrures sur les parois latérales du bac, de manière à permettre aux bacs de s'emboîter les uns dans les autres.It has indentations on the side walls of the tank, so as to allow the tanks to fit into each other.

Les dessins ci-joints donnés à titre d'exemple indicatif et non limitatif permettront aisément de comprendre l'invention. Ils représentent un mode de réalisation préféré selon l'invention.

  • La figure 1 est une vue d'un élément de construction, vu de dessus, composé de deux bacs.
  • La figure 2 est une vue en coupe de l'élément de construction suivant l'axe A-A représenté à la figure 1.
  • La figure 3 est une vue en perspective d'un assemblage d'éléments de construction.
  • La figure 4 est une vue en coupe d'une assemblage d'éléments de construction mettant en évidence le talus, la tere dans les bacs, les plantes et leurs racines.
The attached drawings given by way of indicative and non-limiting example will easily make it possible to understand the invention. They represent a preferred embodiment according to the invention.
  • Figure 1 is a view of a building element, seen from above, composed of two tanks.
  • FIG. 2 is a sectional view of the construction element along the axis AA shown in FIG. 1.
  • Figure 3 is a perspective view of an assembly of building elements.
  • Figure 4 is a sectional view of an assembly of building elements showing the slope, the land in the tanks, plants and their roots.

L'élément de construction 1 selon l'invention est constitué par un bac sans fond 2, des cloisons verticales 3, 4 délimitent un grand espace 5 et au moins deux espaces 6 et 7.The building element 1 according to the invention consists of a bottomless tank 2, vertical partitions 3, 4 delimit a large space 5 and at least two spaces 6 and 7.

Les cloisons verticales 3 et 4 sont disposées de manière à ce qu'elles délimitent un grand espace 5 vers l'aval et au moins deux espaces plus petits 6 et 7 vers l'amont.The vertical partitions 3 and 4 are arranged so that they delimit a large space 5 downstream and at least two smaller spaces 6 and 7 upstream.

Un élément de construction 1 peut être composé de deux bacs 2A, 2B ou de plusieurs bacs sans fond.A building element 1 can be composed of two tanks 2A, 2B or of several tanks without bottom.

Les cloisons verticales 3, 4 délimitent, en aval, un grand espace 5 et vers l'amont deux espaces plus petits 6, 7 et ce, grâce à une cloison 3 parallèle à la paroi amont 8 du bac et à la cloison perpendiculaire 4 reliant ladite paroi amont 8 et la cloison 3 qui lui est parallèle.The vertical partitions 3, 4 delimit, downstream, a large space 5 and upstream two smaller spaces 6, 7 and this, thanks to a partition 3 parallel to the upstream wall 8 of the tank and to the perpendicular partition 4 connecting said upstream wall 8 and the partition 3 which is parallel to it.

Selon un autre mode de réalisation préféré représenté à la figure 3, l'élément de construction 1 est constitué de deux bacs adjacents 2A, 2B, fabriqué en un seul bloc, ce qui réduit les coûts de fabrication.According to another preferred embodiment shown in FIG. 3, the construction element 1 consists of two adjacent tanks 2A, 2B, produced in a single block, which reduces the manufacturing costs.

Les racines 9 d'une plante 11 peuvent passer d'un bac à l'autre par le grand espace 5, par contre, elles ne peuvent, par les espaces 6 et 7, qu'aller directement dans le sol 10. Grâce à ces espaces amonts 6 et 7, les racines 9 s'entremêlent d'une plante 11 à l'autre mais uniquement dans le sol 10.The roots 9 of a plant 11 can pass from one tank to another through the large space 5, on the other hand, they can, through spaces 6 and 7, only go directly into the soil 10. Thanks to these spaces upstream 6 and 7, the roots 9 intermingle from one plant 11 to another but only in the soil 10.

La taille des espaces 6 et 7, est telle que lorsque les bacs 2 sont superposés les uns sur les autres, les racines 9, qui sortent du bac supérieur, ne puissent aller que vers le sol 10 et non dans le bac inférieur, c'est-à-dire que la cloison verticale 3 du bac supérieur vient au niveau de la paroi amont 8 du bac inférieur.The size of the spaces 6 and 7 is such that when the tanks 2 are superimposed on each other, the roots 9, which come out of the upper tank, can only go towards the ground 10 and not in the lower tank, it that is to say that the vertical partition 3 of the upper tank comes at the level of the upstream wall 8 of the lower tank.

Dans la figure 4, le premier bac repose sur une semelle 12, puis le bloc est enfoui dans le sol en le laissant dépasser de plusieurs centimètres, environ huit centimètres.In FIG. 4, the first tank rests on a sole 12, then the block is buried in the ground, leaving it protruding by several centimeters, approximately eight centimeters.

Si la hauteur du mur est faible, environ 1 mètre 50, la semelle 12 est en terre tamisée. Si la hauteur du mur est supérieure à 1 mètre 50, la semelle est coulée. Des échancrures 13, disposées sur les parois latérales 14 du bac 2, permettent aux bacs 2 de s'emboîter les uns dans les autres lorsqu'ils se superposent, pour monter à sec le mur de soutènement.If the height of the wall is low, about 1.50 meters, the sole 12 is made of sieved earth. If the wall height is greater than 1.50 meters, the footing is poured. Notches 13, arranged on the side walls 14 of the tank 2, allow the tanks 2 to fit into each other when they overlap, to dry mount the retaining wall.

Claims (4)

1. A support wall intended to be ornamented with plants, consisting of construction elements (1) that have been mounted in dry condition by fitting said elements one into the other and superposing them one on the other, each element being of the type consisting of a vessel without a bottom (2) and having vertical partition walls (3, 4), characterized in that a first vertical partition wall (3), parallel to the rear wall (8) of the vessel, delimits a large space (5) in the direction towards the front, serving as a flower pot, and at least one space in the rearward direction, serving as alveoli for the roots of the set back upper vessel which, at the rear, is arranged on the lower vessel in out-of-line fashion, with the latter space being subdivided by a second vertical partition wall (4) perpendicular to the rear wall (8) and to the first partition wall (3) so as to define at least two smaller spaces (6, 7), and in that the rearward spaces (6, 7) are of a size such that, when the vessels are superposed on one another, the roots (9) coming forth from the upper vessel can only extend as far as to the bottom (10) and not into the lower vessel, which means that the vertical partition wall (3) of the upper vessel is at the level of the rear wall (8) of the lower vessel.
2. The support wall according to claim 1, characterized in that a construction element (1) may be composed of two vessels (2A, 2B) or of a plurality of vessels without a bottom.
3. The support wall according to claim 1, characterized in that the construction element (1) consists of two adjacent vessels (2A, 2B), manufactures as one block.
4. The support wall according to claim 1, characterized in that the same has arcuate cutouts (13) on the lateral walls (14) of the vessel (2) to permit fitting the vessels into one another.
EP19850430030 1984-03-23 1985-09-13 Building element for planted retaining walls Expired - Lifetime EP0215991B1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
AT85430030T ATE49252T1 (en) 1985-09-13 1985-09-13 CONSTRUCTION ELEMENT FOR PLANTABLE RETAINING WALLS.
DE8585430030T DE3575174D1 (en) 1985-09-13 1985-09-13 COMPONENT FOR PLANTABLE SUPPORT WALLS.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR8404704A FR2561684B1 (en) 1984-03-23 1984-03-23 CONSTRUCTION ELEMENT FOR RETAINING WALLS TO BE FILLED WITH VEGETATION

Publications (2)

Publication Number Publication Date
EP0215991A1 EP0215991A1 (en) 1987-04-01
EP0215991B1 true EP0215991B1 (en) 1990-01-03

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Family Applications (1)

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EP19850430030 Expired - Lifetime EP0215991B1 (en) 1984-03-23 1985-09-13 Building element for planted retaining walls

Country Status (3)

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EP (1) EP0215991B1 (en)
FR (1) FR2561684B1 (en)
HK (1) HK86094A (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5490363A (en) 1992-10-06 1996-02-13 Anchor Wall Sytems, Inc. Composite masonry block
US5589124A (en) 1989-09-28 1996-12-31 Block Systems, Inc. Method of forming composite masonry blocks
US5704183A (en) 1992-10-06 1998-01-06 Anchor Wall Systems, Inc. Composite masonry block
US5709062A (en) 1992-10-06 1998-01-20 Anchor Wall Systems, Inc. Composite masonry block
US5879603A (en) 1996-11-08 1999-03-09 Anchor Wall Systems, Inc. Process for producing masonry block with roughened surface
US6029943A (en) 1996-11-08 2000-02-29 Anchor Wall Systems, Inc. Splitting technique
USD433158S (en) 1999-08-31 2000-10-31 Westblock Systems, Inc. Retaining wall block
US6178704B1 (en) 1996-11-08 2001-01-30 Anchor Wall Systems, Inc. Splitting technique
USD445512S1 (en) 1997-10-27 2001-07-24 Anchor Wall Systems, Inc. Retaining wall block
USD458693S1 (en) 1996-11-08 2002-06-11 Anchor Wall Systems, Inc. Retaining wall block

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FR2622226B1 (en) * 1987-10-21 1991-02-22 Tartarin Jean Louis PREFABRICATED CONCRETE ELEMENTS FOR THE PRODUCTION OF LANDSCAPE RETAINING WALLS
ATE80682T1 (en) * 1987-12-31 1992-10-15 Otto Kalbermatten METHOD OF MAKING A WALL, BUILDING ELEMENT AND JOINT PLATE FOR PERFORMING THE METHOD AND WALL MADE ACCORDING TO THE METHOD.
NL8802138A (en) * 1988-08-30 1990-03-16 Heidemij Uitvoering Sound attenuating road side wall - has sand or cement base construction at side of sound source, with support layer acting as cast
ATE97181T1 (en) * 1988-09-30 1993-11-15 Jean Louis Rossi PLANTABLE RETAINING WALL WITH NICHES THAT CAN BE USED AS LOST FORMWORK.
AU629352B2 (en) * 1989-07-06 1992-10-01 Derek John Olsen Building block
DE59108012D1 (en) * 1990-04-10 1996-08-29 Buesching Fritz Bank protection structure
CA2019033C (en) * 1990-06-07 1996-10-29 Michael E. Woolford Composite masonry block
US5601384A (en) * 1995-06-07 1997-02-11 Keystone Retaining Wall Systems, Inc. Plantable retaining wall
US5913790A (en) * 1995-06-07 1999-06-22 Keystone Retaining Wall Systems, Inc. Plantable retaining wall block
USD387434S (en) 1996-01-03 1997-12-09 Keystone Retaining Wall Systems, Inc. Front face of a plantable retaining wall block
FR2746126B1 (en) * 1996-03-14 1998-04-24 LANDSCAPE BLOCK, COLORED CONCRETE ELEMENT FOR CREATING LANDSCAPED WALLS, LANDSCAPE TALUS, COMPOSED PLANTERS AND SMALL BASINS
US5741339A (en) * 1996-09-27 1998-04-21 Dumars; Paul H. Vertical wall planter
USD430680S (en) 1999-01-15 2000-09-05 Handy-Stone Corporation Concrete block
GB2412940B (en) * 2004-04-08 2008-11-05 Michael Stephen Bundock Retaining wall comprising interlocking blocks

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Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6183168B1 (en) 1989-09-28 2001-02-06 Anchor Wall Systems, Inc. Composite masonry block
US5589124A (en) 1989-09-28 1996-12-31 Block Systems, Inc. Method of forming composite masonry blocks
US5827015A (en) 1989-09-28 1998-10-27 Anchor Wall Systems, Inc. Composite masonry block
US6616382B2 (en) 1989-09-28 2003-09-09 Anchor Wall Systems, Inc. Composite masonry block
US6312197B1 (en) 1989-09-28 2001-11-06 Anchor Wall Systems, Inc. Composite masonry block
US6142713A (en) 1989-09-28 2000-11-07 Anchor Wall Systems, Inc. Composite masonry block
US5704183A (en) 1992-10-06 1998-01-06 Anchor Wall Systems, Inc. Composite masonry block
US5709062A (en) 1992-10-06 1998-01-20 Anchor Wall Systems, Inc. Composite masonry block
US5711129A (en) 1992-10-06 1998-01-27 Anchor Wall Systems, Inc. Masonry block
US5795105A (en) 1992-10-06 1998-08-18 Anchor Wall Systems, Inc. Composite masonry block
US5490363A (en) 1992-10-06 1996-02-13 Anchor Wall Sytems, Inc. Composite masonry block
US6113318A (en) 1992-10-06 2000-09-05 Anchor Wall Systems, Inc. Composite masonry block
US6029943A (en) 1996-11-08 2000-02-29 Anchor Wall Systems, Inc. Splitting technique
US6178704B1 (en) 1996-11-08 2001-01-30 Anchor Wall Systems, Inc. Splitting technique
USD458693S1 (en) 1996-11-08 2002-06-11 Anchor Wall Systems, Inc. Retaining wall block
US5879603A (en) 1996-11-08 1999-03-09 Anchor Wall Systems, Inc. Process for producing masonry block with roughened surface
USD445512S1 (en) 1997-10-27 2001-07-24 Anchor Wall Systems, Inc. Retaining wall block
USD433158S (en) 1999-08-31 2000-10-31 Westblock Systems, Inc. Retaining wall block

Also Published As

Publication number Publication date
FR2561684A1 (en) 1985-09-27
HK86094A (en) 1994-08-26
FR2561684B1 (en) 1986-12-26
EP0215991A1 (en) 1987-04-01

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