EP0362110B1 - Retaining wall to be provided with vegetation presenting cells for use as a disposable shuttering - Google Patents
Retaining wall to be provided with vegetation presenting cells for use as a disposable shuttering Download PDFInfo
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- EP0362110B1 EP0362110B1 EP89480132A EP89480132A EP0362110B1 EP 0362110 B1 EP0362110 B1 EP 0362110B1 EP 89480132 A EP89480132 A EP 89480132A EP 89480132 A EP89480132 A EP 89480132A EP 0362110 B1 EP0362110 B1 EP 0362110B1
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- European Patent Office
- Prior art keywords
- wall
- vertical
- retaining wall
- box
- uphill
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- 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.)
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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
- E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
Definitions
- the subject of the invention is a building element for retaining walls intended to be lined with vegetation comprising cells which can act as lost formwork.
- retaining walls can be used by individuals, by professionals (Bridges and Roads, Rural Engineering, Landscapers, Public Works Companies, Cultivators, etc.).
- 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 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 the plants in the ground, the roots of the plants also intersect from one building element to another, thus improving the assembly of said elements together.
- the invention is an improvement to the building element described in patent FR-A-2,561,684.
- the construction element for dry mounting retaining walls, intended to be lined with vegetation consists of a bottomless tank and is characterized in that the vertical partitions are arranged so that they delimit a large downstream space which acts as a flowerpot and at least two smaller upstream spaces which act as rooting cells.
- the building element for dry mounting retaining walls intended to be lined with vegetation, of the bottomless tank type whose vertical partitions delimit spaces, is characterized in that the front part of said tank has a trapezoidal shape to lighten the element on the front and weigh it down on the rear rectangular part.
- the vertical partitions are arranged so that they delimit a large space downstream which acts as a flowerpot and at least two smaller spaces upstream which act as rooting cells.
- the size of the small 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, said vertical partition is parallel to the upstream wall of said tank.
- the building element according to the invention is an element complementary to the building element described in patent FR-A-2,561,684.
- This construction element called heavy element compared to the basic element said light, allows, while being manipulated by a single man without machine or tools, to make retaining walls over great heights (for example from 8 to 10 meters).
- the tipping point is modified since the width and length ratios are different.
- the heavy element or the light element, according to the invention has been studied to compensate for a thrust by another thrust, thanks to its technical characteristics.
- the light element for example, can, with a weight of less than 25 kg, be considered a weight.
- the heavy element has additional spaces or cells which allows additional vegetation requiring the roots to penetrate three or four lower elements.
- a reservation allows, thanks to the cells thus formed, to act as lost formwork which allows the creation of reinforced retaining walls in case the extreme thrusts require it.
- the heavy element according to the invention is formed on the one hand by the light element in its front part, one of the characteristics of which is its trapezoidal shape, and on the other hand by a complementary element in the rear part.
- the light element is made up of a bottomless tank, a first vertical partition of which delimits a large downstream space and a small upstream space. This vertical partition is parallel to the partition of the tank.
- the upstream space is itself subdivided into two small spaces by a second vertical partition perpendicular to the first.
- This element is extended into a bottomless tank which has a notch at its lateral edges thus forming a horizontal reservation.
- a median vertical wall in the extension of the second vertical wall forming the two small spaces separates said tank into two spaces. This second vertical wall continues beyond the notch to further divide the upstream end portion of the building element into two other small spaces or cells.
- the assembly composed of the light element and the complementary element forms the heavy element.
- the heavy element has a use in reinforcement of banks for rivers, lakes.
- the upstream end part, or rear part, of the complementary element instead of being divided into two other small spaces or cells, can simply be full.
- This embodiment reinforces the lightening of the element on the downstream or the front (trapezoidal) and makes it heavier on the rear or upstream part.
- the building element can allow the realization of curves.
- the side walls can form a curve.
- the building element, allowing the realization of curves, has a height lower than the value of the notches located in the lower part.
- the retaining wall intended to be lined with vegetation, is made up of dry-mounted construction elements, by interlocking into each other, and by superposition on each other.
- Each light element is of the type consisting of a bottomless tank and has two vertical walls, lateral, external, and vertical partitions.
- 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 upstream, which acts as rooting cells for the upper tray set back, offset upstream on the lower tray, the latter space being divided into at least two smaller spaces by a second vertical partition, perpendicular to the upstream wall and to 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.
- the construction element is composed of a light element and comprises a complementary element which forms the upstream part of said construction element and which forms, beyond a notch disposed on each edge of the tank, two small spaces or cells which allow additional vegetation.
- the complementary element which forms the upstream part of said construction element, is extended by a notch on each edge of the tank forming a horizontal reservation.
- a median vertical wall in the extension of the second vertical wall delimits two cells or spaces which can act as lost formwork. Beyond the notch, a vertical wall, extending the vertical walls, forms two small spaces or cells.
- the special cells act as lost formwork for armed or unarmed pillars.
- the horizontal reservation formed by the notch allows the installation of a reinforced or unreinforced beam.
- the longitudinal walls form two parallel curves.
- the building element consists of two adjacent tanks called light elements, made in a single block.
- the two vertical lateral external walls of said element are concave.
- the building element can be associated with a special part to produce a curve, said part having its convex external lateral vertical walls.
- a building element may consist of a heavy element and an adjacent light element produced in a single block, the outer vertical wall of the light element is concave.
- Figure 1 is a perspective view of a heavy element according to the invention.
- FIG. 2 is a sectional view along the axis A-A shown in FIG. 1.
- Figure 3 is a side view, highlighting the association of two heavy elements.
- Figure 4 is a view showing a set of light elements placed on heavy elements.
- Figure 5 is a view showing a set of heavy elements assembled on top of each other, where the special cells are used as lost formwork for the establishment of a horizontal beam or a pillar reinforced or not.
- Figure 6 is a perspective view of several heavy elements assembled together for, for example, a bank reinforcement. This Figure 6 highlights another embodiment where we find all the technical characteristics, except the general parallelepiped shape, but where the longitudinal walls form two parallel curves and where the upstream part of the complementary element is full.
- Figure 7 is a plan view of an unclaimed heavy element, without cuts between the light element and the complementary element.
- FIG. 8 is a sectional view of the construction element shown in FIG. 7.
- FIG. 9 is a perspective view of the heavy element shown in FIG. 7.
- FIG. 10 is a perspective view of a retaining wall constructed with the elements shown in FIG. 7.
- Figure 11 is a view showing a retaining wall where the elements were tilted backwards either due to upstream thrusts and loads, or due to the natural slope of the terrain.
- Figure 12 is a plan view of a retaining wall, where the elements form an angle around each other; for this purpose, there is no longer any interconnection of the elements with each other from the bottom, but from the top where there is a hooking means such as an upper notch in the truncated front part.
- FIG. 13 is a side view of the unclaimed building element used for the retaining wall shown in FIG. 12.
- FIG. 17 is a view of the association of the building element (heavy or light), the external lateral vertical walls of which are concave with the special part, the external lateral vertical walls of which are convex. This association can form a gardener.
- Figure 18 is a flowered fence wall with alternate flower pots on two sides.
- Figure 19 is a view of the combination of elements as shown in Figure 17, but where the angle is open.
- Figure 20 is a view of the combination of elements as shown in Figure 17, but where the angle is firm.
- Figure 21 shows a vertical vegetable fence forming a vertical sound trap.
- the heavy element 1 is an element in general of precast vibrated concrete.
- a vertical partition 4 separates said tank into two parts, a large space 5 and a small space or cell 6 itself separated into two small spaces 7 and 8 by another vertical partition 9 perpendicular to the first vertical partition 4.
- the upstream part is extended by a notch 10 on each upper edge of the tank and acts as a horizontal reservation for a reinforced or unarmed beam 23, while the interior of said tank has two cells 11, 12, separated by a vertical wall 13, and two other cells 14, 15, separated by a vertical wall 16, which extends the vertical wall 13. These two cells 11, 12 serve as lost formwork for armed pillars or no 24.
- a series of heavy blocks 21 form the base of the retaining wall while lighter blocks or elements 22 are fitted onto the heavy elements 21 at the crest of the wall, in order to lighten the assembly and thus contribute to better stability.
- These reinforcements, or pillars or beams, armed or not 23, 24 can be used for cases where the extreme thrusts require it.
- These beams 23 or pillars 24 are placed in the special cells 11, 12 which act as lost formwork.
- the beam 23 uses the reservation formed by the notch 10.
- FIG 6 there is shown a perspective view of several elements 25, which allow for curves.
- the longitudinal walls 26, 27 form two parallel curves.
- the rear part 28 can be full.
- the curved element 25, allowing the curves to be produced, will have a height less than the value of the notches located in the lower part.
- FIGS. 7, 8 and 9 there is shown a heavy element 30 not claimed.
- This heavy element is composed of a so-called light element 31 and a complementary element 32.
- the essential difference with the heavy element, represented in FIGS. 1, 2, 3, lies in the fact that this element does not include the '' notch 10.
- This element does indeed include a hooking means such as the notches before 17 and notch 18.
- the advantage of this embodiment is that the empty heavy element can weigh about twenty kilos, full it can weigh fifty kilos.
- This element allows for retaining walls of at least ten meters.
- This assembly can also be carried out if one wishes to follow the natural slope of the terrain.
- Figures 12 and 13 show another embodiment in which the heavy element 33 no longer has a front notch 17, or central notch 18.
- the only attachment means is a notch 34, upper notch in the part front truncated. This realization of a heavy element has not been claimed either.
- This modification of the attachment means makes it possible to arrange the heavy elements without them being adjacent to one another, it is therefore possible to give a certain angle between the different elements and this, as shown in FIG. 12. This arrangement allows to give certain curves to the retaining wall.
- FIGs 14, 15, and 16 there is shown a light element 35.
- This light element like the previous heavy element, has a modification in terms of its attachment means.
- the attachment means is an upper notch 36 in the front part, this notch 36 makes it possible to mount the retaining wall with elements which are not necessarily adjacent to one another; as shown in the above figure 15, it allows a gap to be left between the different elements 35.
- Figures 17, 18, 19, 20, 21 show construction elements 29 not claimed per se and consisting of two adjacent tanks 37, 38, called light elements, produced in a single block, the vertical side walls 39 and 40 are concaves so as to be able to assemble these different elements together. It is necessary, as shown in Figure 21, to pour concrete 45, possibly with irons 41, insofar as one wants to mount a wall, a fairly high fence (see in particular Figure 18).
- FIG. 17 represents a planter in which two elements 29 have been assembled by means of a special piece 42 having its lateral vertical walls 43 and 44 convex exterior.
- FIG. 21 represents a vegetable fence, the hollow cavities and the cavities filled with concrete, as well as the vegetable cavities, together form a vertical sound trap.
Abstract
Description
L'invention a pour objet un élément de construction pour murs de soutènement destiné à être garni de végétation comportant des alvéoles pouvant faire office de coffrage perdu.The subject of the invention is a building element for retaining walls intended to be lined with vegetation comprising cells which can act as lost formwork.
La création de plus en plus grande de tranchées pour la création ou l'agrandissement de routes impose la création de murs de soutènement. Ces murs sont onéreux et disgracieux. La préservation de l'environnement implique de garnir de végétation les murs de soutènement.The creation of increasingly large trenches for the creation or enlargement of roads requires the creation of retaining walls. 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 (Ponts et Chaussées, Génie Rural, Paysagistes, Entreprises de Travaux Publics, Cultivateurs, etc).These retaining walls can be used by individuals, by professionals (Bridges and Roads, Rural Engineering, Landscapers, Public Works Companies, Cultivators, 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 des 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 empêchent l'évacuation trop rapide de l'eau. La forme extérieure a été imaginée pour réaliser également des pièges à sons. 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 external shape has been imagined to also make sound traps. 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.
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 fonction 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 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 des 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 the plants in the ground, the roots of the plants also intersect from one building element to another, thus improving the assembly of said elements together.
L'invention est un perfectionnement à l'élément de construction décrit dans le brevet FR-A-2.561.684. L'élément de construction pour monter à sec des murs de soutènement, destiné à être garni de végétation, est constitué par un bac sans fond et est caractérisé par le fait que les cloisons verticales sont disposées de manière à ce qu'elles délimitent un grand espace vers l'aval qui fait office de pot à fleurs et au moins deux espaces plus petits vers l'amont qui font office d'alvéoles de racinage.The invention is an improvement to the building element described in patent FR-A-2,561,684. The construction element for dry mounting retaining walls, intended to be lined with vegetation, consists of a bottomless tank and is characterized in that the vertical partitions are arranged so that they delimit a large downstream space which acts as a flowerpot and at least two smaller upstream spaces which act as rooting cells.
L'élément de construction pour monter à sec des murs de soutènement destiné à être garnis de végétation, du type bac sans fond dont les cloisons verticales délimitent des espaces, est caractérisé par le fait que la partie avant dudit bac a une forme trapézoïdale pour alléger l'élément sur l'avant et l'alourdir sur la partie rectangulaire arrière. Les cloisons verticales sont disposées de manière à ce qu'elles délimitent un grand espace vers l'aval qui fait office de pot à fleurs et au moins deux espaces plus petits vers l'amont qui font office d'alvéoles de racinage. La taille des petits 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 ladite cloison verticale est parallèle à la paroi amont dudit bac.The building element for dry mounting retaining walls intended to be lined with vegetation, of the bottomless tank type whose vertical partitions delimit spaces, is characterized in that the front part of said tank has a trapezoidal shape to lighten the element on the front and weigh it down on the rear rectangular part. The vertical partitions are arranged so that they delimit a large space downstream which acts as a flowerpot and at least two smaller spaces upstream which act as rooting cells. The size of the small 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, said vertical partition is parallel to the upstream wall of said tank.
Ces caractéristiques techniques autorisent une végétation rapide les racines vont s'ancrer dans le talus à l'arrière du mur. Un tissu de racines se crée, augmentant considérablement la résistance des éléments à la poussée.These technical characteristics allow rapid vegetation, the roots will anchor in the slope at the back of the wall. A root tissue is created, considerably increasing the resistance of the elements to pushing.
L'état de la technique peut être défini par les brevets suivants :
FR-A-2.422.774 ; EP-A-0047717 ; DE-A-3.003.434. Tous ces brevets décrivent des éléments de construction, lesdits éléments de construction ne reproduisent pas un grand espace vers l'aval et au moins deux espaces plus petits vers l'amont.The state of the art can be defined by the following patents:
FR-A-2,422,774; EP-A-0047717; DE-A-3.003.434. All these patents describe construction elements, said construction elements do not reproduce a large space downstream and at least two smaller spaces upstream.
Seul le document CH-A-612.238 décrit un élément de construction divisé en deux chambres, une chambre aval et une chambre amont.Only document CH-A-612.238 describes a building element divided into two chambers, a downstream chamber and an upstream chamber.
L'élément de construction selon l'invention est un élément complémentaire à l'élément de construction décrit dans le brevet FR-A-2.561.684. Cet élément de construction, dénommé élément lourd par rapport à l'élément de base dit léger, permet, tout en étant manipulé par un homme seul sans engin ni outillage, de réaliser des murs de soutènement sur de grandes hauteurs (par exemples de 8 à 10 mètres). Le point de basculement est modifié puisque les rapports largeur, longueur sont différents.The building element according to the invention is an element complementary to the building element described in patent FR-A-2,561,684. This construction element, called heavy element compared to the basic element said light, allows, while being manipulated by a single man without machine or tools, to make retaining walls over great heights (for example from 8 to 10 meters). The tipping point is modified since the width and length ratios are different.
L'élément lourd ou l'élément léger, selon l'invention, a été étudié pour compenser une poussée par une autre poussée, grâce à ses caractéristiques techniques. L'élément léger, par exemple, peut avec un poids inférieur à 25 kg, être considéré comme un poids.The heavy element or the light element, according to the invention, has been studied to compensate for a thrust by another thrust, thanks to its technical characteristics. The light element, for example, can, with a weight of less than 25 kg, be considered a weight.
L'élément lourd comporte des espaces ou alvéoles supplémentaires ce qui autorise une végétalisation supplémentaire obligeant les racines à pénétrer dans trois ou quatre éléments inférieurs.The heavy element has additional spaces or cells which allows additional vegetation requiring the roots to penetrate three or four lower elements.
Une réservation permet, grâce aux alvéoles ainsi formées, de faire office de coffrage perdu ce qui permet de créer des murs de soutènement armés pour le cas où les poussées extrêmes le nécessitent.A reservation allows, thanks to the cells thus formed, to act as lost formwork which allows the creation of reinforced retaining walls in case the extreme thrusts require it.
L'élément lourd selon l'invention est formé d'une part par l'élément léger dans sa partie antérieure, dont une des caractéristiques est sa forme trapézoïdale, et d'autre part par un élément complémentaire dans la partie postérieure. L'élément léger est composé d'un bac sans fond dont une première cloison verticale délimite un grand espace aval et un petit espace amont. Cette cloison verticale est parallèle à la cloison du bac. L'espace amont est lui-même subdivisé en deux petits espaces par une seconde cloison verticale perpendiculaire à la première. Cet élément se prolonge en un bac sans fond qui comporte une entaille au niveau de ses arêtes latérales formant ainsi une réservation horizontale.The heavy element according to the invention is formed on the one hand by the light element in its front part, one of the characteristics of which is its trapezoidal shape, and on the other hand by a complementary element in the rear part. The light element is made up of a bottomless tank, a first vertical partition of which delimits a large downstream space and a small upstream space. This vertical partition is parallel to the partition of the tank. The upstream space is itself subdivided into two small spaces by a second vertical partition perpendicular to the first. This element is extended into a bottomless tank which has a notch at its lateral edges thus forming a horizontal reservation.
Une paroi verticale médiane dans le prolongement de la seconde paroi verticale formant les deux petits espaces sépare en deux espaces ledit bac. Cette seconde paroi verticale se poursuit au-delà de l'entaille pour diviser encore en deux autres petits espaces ou alvéoles la partie terminale amont de l'élément de construction.A median vertical wall in the extension of the second vertical wall forming the two small spaces separates said tank into two spaces. This second vertical wall continues beyond the notch to further divide the upstream end portion of the building element into two other small spaces or cells.
L'ensemble composé de l'élément léger et de l'élément complémentaire forme l'élément lourd.The assembly composed of the light element and the complementary element forms the heavy element.
Réalisé dans des dimensions beaucoup plus grandes, donc avec un poids plus lourd, l'élément lourd a une utilisation en renfort de berges pour les rivières, les lacs.Realized in much larger dimensions, therefore with a heavier weight, the heavy element has a use in reinforcement of banks for rivers, lakes.
Selon un autre mode de réalisation, la partie terminale amont, ou partie arrière, de l'élément complémentaire au lieu d'être divisée en deux autres petits espaces ou alvéoles, peut être tout simplement pleine. Ce mode de réalisation renforce l'allègement de l'élément sur l'aval ou l'avant (trapézoïdale) et l'alourdit sur la partie arrière ou amont.According to another embodiment, the upstream end part, or rear part, of the complementary element instead of being divided into two other small spaces or cells, can simply be full. This embodiment reinforces the lightening of the element on the downstream or the front (trapezoidal) and makes it heavier on the rear or upstream part.
Selon un autre mode de réalisation, l'élément de construction peut permettre la réalisation de courbes. A cet effet, les parois latérales peuvent former une courbe. L'élément de construction, permettant la réalisation de courbes, a une hauteur inférieure à la valeur des encoches situées dans la partie basse.According to another embodiment, the building element can allow the realization of curves. For this purpose, the side walls can form a curve. The building element, allowing the realization of curves, has a height lower than the value of the notches located in the lower part.
Le mur de soutènement, destiné à être garni de végétation, est constitué par des éléments de construction montés à sec, par emboîtement les uns dans les autres, et par superposition les uns sur les autres. Chaque élément léger est du type constitué par un bac sans fond et comporte deux parois verticales, latérales, extérieures, et des cloisons verticales. Une première cloison verticale, parallèle à la paroi amont du bac, délimite un grand espace vers l'aval, qui fait office de pot à fleurs 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. L'élément de construction est composé d'un élément léger et comporte un élément complémentaire qui forme la partie amont dudit élément de construction et qui forme, au-delà d'une entaille disposée sur chaque arête du bac, deux petits espaces ou alvéoles qui autorisent une végétalisation supplémentaire.The retaining wall, intended to be lined with vegetation, is made up of dry-mounted construction elements, by interlocking into each other, and by superposition on each other. Each light element is of the type consisting of a bottomless tank and has two vertical walls, lateral, external, and vertical partitions. 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 upstream, which acts as rooting cells for the upper tray set back, offset upstream on the lower tray, the latter space being divided into at least two smaller spaces by a second vertical partition, perpendicular to the upstream wall and to 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. The construction element is composed of a light element and comprises a complementary element which forms the upstream part of said construction element and which forms, beyond a notch disposed on each edge of the tank, two small spaces or cells which allow additional vegetation.
L'élément complémentaire, qui forme la partie amont dudit élément de construction, se prolonge par une entaille sur chaque arête du bac formant une réservation horizontale. Une paroi verticale médiane dans le prolongement de la seconde paroi verticale délimite deux alvéoles ou espaces qui peuvent faire office de coffrage perdu. Au-delà de l'entaille, une paroi verticale, prolongeant les parois verticales, forme deux petits espaces ou alvéoles.The complementary element, which forms the upstream part of said construction element, is extended by a notch on each edge of the tank forming a horizontal reservation. A median vertical wall in the extension of the second vertical wall delimits two cells or spaces which can act as lost formwork. Beyond the notch, a vertical wall, extending the vertical walls, forms two small spaces or cells.
Au niveau des arêtes inférieures, il existe une entaille avant et une autre large entaille dans la partie médiane du bloc sans fond.At the lower edges, there is a front notch and another large notch in the middle part of the bottomless block.
Les alvéoles spéciales font office de coffrage perdu pour des piliers armés ou non.The special cells act as lost formwork for armed or unarmed pillars.
La réservation horizontale formée par l'entaille permet la mise en place d'une poutre armée ou non.The horizontal reservation formed by the notch allows the installation of a reinforced or unreinforced beam.
Les parois longitudinales forment deux courbes parallèles.The longitudinal walls form two parallel curves.
L'élément de construction est constitué de deux bacs adjacents dits éléments légers, fabriqués en un seul bloc. Les deux parois verticales latérales extérieures dudit élément sont concaves.The building element consists of two adjacent tanks called light elements, made in a single block. The two vertical lateral external walls of said element are concave.
L'élément de construction peut être associé à une pièce spéciale pour réaliser une courbe, ladite pièce ayant ses parois verticales latérales extérieures convexes.The building element can be associated with a special part to produce a curve, said part having its convex external lateral vertical walls.
Un élément de construction peut être constitué d'un élément lourd et d'un élément léger adjacent fabriqué en un seul bloc, dont la paroi verticale extérieure de l'élément léger est concave.A building element may consist of a heavy element and an adjacent light element produced in a single block, the outer vertical wall of the light element is concave.
Les dessins ci-joints sont donnés à titre d'exemples indicatifs et non limitatifs. Ils représentent un mode de réalisation préféré selon l'invention. Ils permettront de comprendre aisément l'invention.The attached drawings are given as indicative and non-limiting examples. They represent a preferred embodiment according to the invention. They will allow the invention to be easily understood.
La figure 1 est une vue en perpective d'un élément lourd selon l'invention.Figure 1 is a perspective view of a heavy element according to the invention.
La figure 2 est une vue en coupe selon l'axe A-A représenté à la figure 1.FIG. 2 is a sectional view along the axis A-A shown in FIG. 1.
La figure 3 est une vue de côté, mettant en évidence, l'association de deux éléments lourds.Figure 3 is a side view, highlighting the association of two heavy elements.
La figure 4 est une vue mettant en évidence un ensemble d'éléments légers mis en place sur des éléments lourds.Figure 4 is a view showing a set of light elements placed on heavy elements.
La figure 5 est une vue mettant en évidence un ensemble d'éléments lourds assemblés les uns sur les autres, où les alvéoles spéciales sont utilisées comme coffrage perdu pour la mise en place d'une poutre horizontale ou d'un pilier armé ou non.Figure 5 is a view showing a set of heavy elements assembled on top of each other, where the special cells are used as lost formwork for the establishment of a horizontal beam or a pillar reinforced or not.
La figure 6 est une vue en perspective de plusieurs éléments lourds assemblés entre-eux pour, par exemple, un renfort de berge. Cette figure 6 met en évidence un autre mode de réalisation où l'on retrouve toutes les caractéristiques techniques, sauf la forme générale parallèlépipédique, mais où les parois longitudinales forment deux courbes parallèles et où la partie amont de l'élément complémentaire est pleine.Figure 6 is a perspective view of several heavy elements assembled together for, for example, a bank reinforcement. This Figure 6 highlights another embodiment where we find all the technical characteristics, except the general parallelepiped shape, but where the longitudinal walls form two parallel curves and where the upstream part of the complementary element is full.
La figure 7 est une vue en plan d'un élément lourd non-revendiqué, sans entaille entre l'élément léger et l'élément complémentaire.Figure 7 is a plan view of an unclaimed heavy element, without cuts between the light element and the complementary element.
La figure 8 est une vue en coupe de l'élément de construction représenté à la figure 7.FIG. 8 is a sectional view of the construction element shown in FIG. 7.
La figure 9 est une vue en perspective de l'élément lourd représenté à la figure 7.FIG. 9 is a perspective view of the heavy element shown in FIG. 7.
La figure 10 est une vue en perspective d'un mur de soutènement construit avec les éléments représentés à la figure 7.FIG. 10 is a perspective view of a retaining wall constructed with the elements shown in FIG. 7.
La figure 11 est une vue représentant un mur de soutènement où les éléments ont été basculés vers l'arrière soit du fait des poussées et charges amont, soit du fait de la pente naturelle du terrain.Figure 11 is a view showing a retaining wall where the elements were tilted backwards either due to upstream thrusts and loads, or due to the natural slope of the terrain.
La figure 12 est une vue en plan d'un mur de soutènement, où les éléments forment un angle les uns autour des autres ; à cet effet, il n'y a plus de crabotage des éléments entre-eux par le bas, mais par le haut où se trouve un moyen d'accrochage tel qu'une encoche supérieure dans la partie avant tronquée.Figure 12 is a plan view of a retaining wall, where the elements form an angle around each other; for this purpose, there is no longer any interconnection of the elements with each other from the bottom, but from the top where there is a hooking means such as an upper notch in the truncated front part.
La figure 13 est une vue de côté de l'élément de construction non-revendiqué utilisé pour le mur de soutènement représenté à la figure 12.FIG. 13 is a side view of the unclaimed building element used for the retaining wall shown in FIG. 12.
Les figures 14, 15, 16 mettent en évidence :
- une vue de côté (figure 14) d'un élément léger avec son moyen d'accrochage en haut,
- une vue de dessus (figure 15) mettant en évidence les éléments décallés les uns par rapport aux autres et non plus adjacents,
- une vue latérale (figure 16) de quelques éléments assemblés.
- a side view (FIG. 14) of a light element with its hanging means at the top,
- a top view (Figure 15) highlighting the elements offset from each other and no longer adjacent,
- a side view (Figure 16) of some assembled elements.
La figure 17 est une vue de l'association de l'élément de construction (lourd ou léger) dont les parois verticales latérales extérieures sont concaves avec la pièce spéciale, dont les parois verticales latérales extérieures sont convexes. Cette association peut former une jardinière.FIG. 17 is a view of the association of the building element (heavy or light), the external lateral vertical walls of which are concave with the special part, the external lateral vertical walls of which are convex. This association can form a gardener.
La figure 18 est un mur de clôture fleuri avec des pots à fleurs alternés sur deux faces.Figure 18 is a flowered fence wall with alternate flower pots on two sides.
La figure 19 est une vue de l'association d'éléments telle que représentée à la figure 17, mais où l'angle est ouvert.Figure 19 is a view of the combination of elements as shown in Figure 17, but where the angle is open.
La figure 20 est une vue de l'association d'éléments telle que représentée à la figure 17, mais où l'angle est ferme.Figure 20 is a view of the combination of elements as shown in Figure 17, but where the angle is firm.
La figure 21 représente une clôture verticale végétalisable formant un piège à sons vertical.Figure 21 shows a vertical vegetable fence forming a vertical sound trap.
L'élément lourd 1 est un élément en général en béton vibré, préfabriqué.The heavy element 1 is an element in general of precast vibrated concrete.
Il est composé d'un seul bac sans fond dont la partie aval comporte toutes les caractéristiques de l'élément léger soit un parallèlépipède rectangle dont les angles 2, 3 sont tronqués dans la partie aval ; une cloison verticale 4 sépare ledit bac en deux parties, un grand espace 5 et un petit espace ou alvéole 6 séparé lui-même en deux petits espaces 7 et 8 par une autre cloison verticale 9 perpendiculaire à la première cloison verticale 4.It consists of a single bottomless tank, the downstream part of which has all the characteristics of the light element, ie a rectangular parallelepiped whose
La partie amont se prolonge par une entaille 10 sur chaque arête supérieure du bac et fait office de réservation horizontale pour une poutre armée ou non 23, tandis que l'intérieur dudit bac comporte deux alvéoles 11, 12, séparées par une paroi verticale 13, et deux autres alvéoles 14, 15, séparées par une paroi verticale 16, qui prolonge la paroi verticale 13. Ces deux alvéoles 11, 12 font office de coffrage perdu pour des piliers armés ou non 24.The upstream part is extended by a
Au niveau des arêtes inférieures, il existe une entaille avant 17 et une autre large entaille 18 dans la partie médiane du bloc sans fond. Ces entailles 17, 18 permettent l'encastrement des éléments l'un sur l'autre.At the lower edges, there is a notch before 17 and another
Dans la figure 3, il est mis en évidence comment les blocs lourds 19, 20 peuvent être emboités l'un sur l'autre.In Figure 3, it is highlighted how the
Dans la figure 4, une série de blocs lourds 21 forme la base du mur de soutènement tandis que des blocs ou éléments plus légers 22 sont emboités sur les éléments lourds 21 en crête de mur et ce, pour alléger l'ensemble et contribuer ainsi à une meilleure stabilité.In FIG. 4, a series of
Enfin, dans la figure 5, il est mis en évidence des armatures qui peuvent être des poutres armées 23 ou des piliers armés ou non 24.Finally, in FIG. 5, reinforcements which can be reinforced
Ces armatures, ou piliers ou poutres armés ou non 23, 24 peuvent être utilisés pour les cas où les poussées extrêmes le nécessitent. Ces poutres 23 ou piliers 24 sont mis en place dans les alvéoles spéciales 11, 12 qui font office de coffrage perdu. La poutre 23 utilise la réservation formée par l'entaille 10.These reinforcements, or pillars or beams, armed or not 23, 24 can be used for cases where the extreme thrusts require it. These
Dans la figure 6, est représentée une vue en perspective de plusieurs éléments 25, qui permettent de réaliser des courbes. Les parois longitudinales 26,27 forment deux courbes parallèles. La partie arrière 28 peut être pleine. Par rapport à l'élément parallèlépipédique, l'élément courbe 25, permettant la réalisation des courbes, aura une hauteur inférieure de la valeur des encoches situées dans la partie basse.In Figure 6, there is shown a perspective view of
Dans les figures 7, 8 et 9, il est réprésenté un élément lourd 30 non-revendiqué. Cet élément lourd est composé d'un élément dit léger 31 et d'un élément complémentaire 32. La différence essentielle avec l'élément lourd, représenté dans les figures 1, 2, 3, réside dans le fait que cet élément ne comporte pas l'entaille 10.In Figures 7, 8 and 9, there is shown a
Cet élément comporte bien un moyen d'accrochage tel que les entailles avant 17 et entaille 18. L'intérêt de ce mode de réalisation est que l'élément lourd vide peut peser environ une vingtaine de kilos, plein il peut peser cinquante kilos.This element does indeed include a hooking means such as the notches before 17 and
Cet élément permet de réaliser des murs de soutènement d'au moins dix mètres.This element allows for retaining walls of at least ten meters.
Les avantages de cet élément lourd sont les suivants :
- continuité au sol, répartition des charges, contraintes réduites au sol,
- système de porte-à-faux, une poussée compensant une autre poussée,
- crabotage des éléments lourds entre-eux : la rigidité de l'ensemble est assurée : tout glissement avant ou arrière est impossible,
- superposition des alvéoles garantissant une végétalisation rapide et durable,
- montage totalement à sec évitant la création de poches d'eau préjudiciables à la stabilité des ouvrages.
- ground continuity, load distribution, reduced ground stress,
- overhang system, one thrust compensating for another thrust,
- interconnection of heavy elements with one another: the rigidity of the assembly is ensured: any sliding forward or backward is impossible,
- superimposition of the cells guaranteeing rapid and sustainable revegetation,
- completely dry mounting avoiding the creation of pockets of water detrimental to the stability of the structures.
Selon les poussées et les charges amont éventuelles, il est parfois nécessaire de basculer les éléments lourds 30 à l'arrière, comme représenté à la figure 11. Ce montage peut également être effectué si l'on veut suivre la pente naturelle du terrain.Depending on the thrusts and any upstream loads, it is sometimes necessary to tilt the
Les figures 12 et 13 représentent un autre mode de réalisation dans lequel l'élément lourd 33 ne comporte plus d'entaille avant 17, ou d'entaille centrale 18. Le seul moyen d'accrochage est une encoche 34, encoche supérieure dans la partie avant tronquée. Cette réalisation d'un élement lourd n'a pas été revendiquée non plus.Figures 12 and 13 show another embodiment in which the
Cette modification des moyens d'accrochages permet de disposer les éléments lourds sans que ceux-ci soient adjacents les uns aux autres, il est donc permis de donner un certain angle entre les différents éléments et ce, comme représenté à la figure 12. Cette disposition permet de donner certaines courbes au mur de soutènement.This modification of the attachment means makes it possible to arrange the heavy elements without them being adjacent to one another, it is therefore possible to give a certain angle between the different elements and this, as shown in FIG. 12. This arrangement allows to give certain curves to the retaining wall.
Dans les figures 14, 15, et 16, il est représenté un élément léger 35. Cet élément léger, comme l'élément lourd précédent, a une modification au niveau de son moyen d'accrochage. Le moyen d'accrochage est une encoche supérieure 36 dans la partie avant, cette encoche 36 permet de monter le mur de soutènement avec des éléments qui ne sont pas obligatoirement adjacents les uns aux autres ; il permet, comme cela est représenté sur la figure de dessus 15, de laisser un vide entre les différents éléments 35.In Figures 14, 15, and 16, there is shown a
Les figures 17, 18, 19, 20, 21 représentent des éléments de construction 29 pas revendiqués en soi et constitués de deux bacs adjacents 37, 38, dits éléments légers, fabriqués en un seul bloc, dont les parois verticales latérales 39 et 40 sont concaves de manière à pouvoir assembler ces différents éléments entre-eux. Il y a lieu, comme représenté dans la figure 21, de couler du béton 45, éventuellement avec des fers 41, dans la mesure où l'on veut monter un mur, une clôture assez haute (voir notamment la figure 18).Figures 17, 18, 19, 20, 21 show construction elements 29 not claimed per se and consisting of two
La figure 17 représente une jardinière dans laquelle deux éléments 29 ont été assemblés au moyen d'une pièce spéciale 42 ayant ses parois verticales latérales 43 et 44 extérieures convexes.FIG. 17 represents a planter in which two elements 29 have been assembled by means of a
Dans la figure 19, on peut ainsi trouver un assemblage permettant d'obtenir un angle ouvert, tandis que dans la figure 20, on peut obtenir un assemblage avec un angle fermé.In figure 19, we can thus find an assembly making it possible to obtain an open angle, while in figure 20, we can obtain an assembly with a closed angle.
La figure 21 représente une clôture végétalisable dont les cavités creuses et les cavités remplies de béton, ainsi que les cavités végétalisables, forment ensemble un piège à sons vertical.FIG. 21 represents a vegetable fence, the hollow cavities and the cavities filled with concrete, as well as the vegetable cavities, together form a vertical sound trap.
- 1.1.
- Elément lourdHeavy element
- 2. 3.2. 3.
- AnglesAngles
- 4.4.
- Cloison verticaleVertical partition
- 5.5.
- Grand espaceBig space
- 6.6.
- Espace vers l'amontUpstream space
- 7. 8.7. 8.
- Petit espace de l'espace amontSmall space in the upstream space
- 9.9.
- Cloison verticaleVertical partition
- 10.10.
- EntailleNotch
- 11. 12.11. 12.
- AlvéolesAlveoli
- 13.13.
- Paroi verticaleVertical wall
- 14. 15.14. 15.
- AlvéolesAlveoli
- 16.16.
- Paroi verticaleVertical wall
- 17.17.
- Entaille avantFront notch
- 18.18.
- EntailleNotch
- 19. 20.19. 20.
- Blocs lourdsHeavy blocks
- 21.21.
- Blocs lourdsHeavy blocks
- 22.22.
- Eléments plus légersLighter elements
- 23.23.
- PoutresBeams
- 24.24.
- PiliersPillars
- 25.25.
- Perspective de plusieurs élémentsPerspective of several elements
- 26. 27.26. 27.
- Parois longitudinalesLongitudinal walls
- 28.28.
- Partie arrièreRear part
- 29.29.
- Elément de constructionConstruction element
- 30.30.
- Elément lourdHeavy element
- 31.31.
- Elément légerLight element
- 32.32.
- Elément complémentaireComplementary element
- 33.33.
- Elément lourdHeavy element
- 34.34.
- Encoche supérieureTop notch
- 35.35.
- Elément légerLight element
- 36.36.
- Encoche supérieureTop notch
- 37.37.
- Bac adjacentAdjacent bin
- 38.38.
- Bac adjacentAdjacent bin
- 39.39.
- Paroi verticale concaveConcave vertical wall
- 40.40.
- Paroi verticale concaveConcave vertical wall
- 41.41.
- FersIrons
- 42.42.
- Pièce spécialeSpecial piece
- 43.43.
- Paroi verticale latérale convexeConvex lateral vertical wall
- 44.44.
- Paroi verticale latérale convexeConvex lateral vertical wall
- 45.45.
- Béton.Concrete.
Claims (9)
- A retaining wall to be provided with vegetation and comprising structural elements (1, 19, 20, 21) laid dry by being nested and stacked, each light element being formed by a bottomless box comprising two vertical outer side walls (26, 27; 39, 40) and vertical partitions, a first vertial partition (4) parallel to the uphill wall of the box limiting a large space (5) in the downhill direction to be used as a flowerpot, and at least one space (6) in the uphill direction to serve as root cells for the upper recessed box shifted in the uphill direction on the lower box, the latter space (6) being divided into at least two smaller spaces (7, 8) by a second vertical partition (9) perpendicular to the uphill wall and to the first partition, the size of the uphill spaces (7, 8) being such that when the boxes are stacked the roots emerging from the upper box can go only toward the ground and not into the lower box, i. e. the vertical partition of the upper box reaches the level of the uphill wall of the lower box,
characterized in that the structural element consists of a light element (31) and comprises a complementary element (32) which forms the uphill portion of said structural element and forms two little spaces or cells (14, 15) beyond an indent (10) disposed on each edge of the box so as to permit additional vegetation, said light element and said complementary element forming a heavy element (1, 19, 20, 21). - The retaining wall of claim 1,
characterized in that the complementary element forming the uphill portion of said structural element is prolonged by an indent (10) on each edge of the box so as to form a horizontal recess, a vertical center wall (13) prolonging the second vertical wall (9) delimits two special cells or spaces (11, 12) which can serve as a dead mold, and a vertical wall (16) prolonging the vertical walls (9 and 13) forms the two small spaces or cells (14, 15) beyond the indent (10). - The retaining wall of claim 2,
characterized in that the there is a front indent (17) and another wide indent (18) in the center portion of the bottomless block at the level of the lower edges. - The retaining wall of claim 2,
characterized in that the special cells (11, 12) serve as a dead mold for reinforced or non-reinforced pillars (24). - The retaining wall of claim 2,
characterized in that the horizontal recess formed by the indent (10) permits installation of a reinforced or non-reinforced beam (23). - The retaining wall for forming curves of either of claims 1 or 2,
characterized in that the longitudinal walls (26, 27) form two parallel curves. - The retaining wall of claim 1,
characterized in that the two vertical outer side walls (39, 40) of said element are concave. - The retaining wall of claim 1,
characterized in that said structural element can be associated with a special piece (42) to realize a curve, said piece having convex vertical outer side walls (43, 44). - The retaining wall of claim 1,
characterized in that a structural element can consist of a heavy element and an ajacent light element made in one block, the vertical outer wall of the light element being concave.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT89480132T ATE97181T1 (en) | 1988-09-30 | 1989-09-12 | PLANTABLE RETAINING WALL WITH NICHES THAT CAN BE USED AS LOST FORMWORK. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8812938 | 1988-09-30 | ||
FR8812938A FR2637302B2 (en) | 1984-03-23 | 1988-09-30 | CONSTRUCTION ELEMENT FOR RETAINING WALLS TO BE FILLED WITH VEGETATION COMPRISING HOLES WHICH MAY BE AN OFFICE OF LOST FORMWORK |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0362110A2 EP0362110A2 (en) | 1990-04-04 |
EP0362110A3 EP0362110A3 (en) | 1991-03-27 |
EP0362110B1 true EP0362110B1 (en) | 1993-11-10 |
Family
ID=9370646
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP89480132A Expired - Lifetime EP0362110B1 (en) | 1988-09-30 | 1989-09-12 | Retaining wall to be provided with vegetation presenting cells for use as a disposable shuttering |
Country Status (5)
Country | Link |
---|---|
US (1) | US4964761A (en) |
EP (1) | EP0362110B1 (en) |
AT (1) | ATE97181T1 (en) |
DE (1) | DE68910631T2 (en) |
ES (1) | ES2047702T3 (en) |
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- 1989-09-12 ES ES89480132T patent/ES2047702T3/en not_active Expired - Lifetime
- 1989-09-12 EP EP89480132A patent/EP0362110B1/en not_active Expired - Lifetime
- 1989-09-12 DE DE68910631T patent/DE68910631T2/en not_active Expired - Lifetime
- 1989-09-12 AT AT89480132T patent/ATE97181T1/en not_active IP Right Cessation
- 1989-10-02 US US07/417,249 patent/US4964761A/en not_active Expired - Lifetime
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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 |
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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 |
---|---|
US4964761A (en) | 1990-10-23 |
DE68910631D1 (en) | 1993-12-16 |
DE68910631T2 (en) | 1994-05-19 |
ATE97181T1 (en) | 1993-11-15 |
ES2047702T3 (en) | 1994-03-01 |
EP0362110A3 (en) | 1991-03-27 |
EP0362110A2 (en) | 1990-04-04 |
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