EP0305258B1 - Prefabricated elements for building walls and wallings, especially retaining walls - Google Patents
Prefabricated elements for building walls and wallings, especially retaining walls Download PDFInfo
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- EP0305258B1 EP0305258B1 EP88402054A EP88402054A EP0305258B1 EP 0305258 B1 EP0305258 B1 EP 0305258B1 EP 88402054 A EP88402054 A EP 88402054A EP 88402054 A EP88402054 A EP 88402054A EP 0305258 B1 EP0305258 B1 EP 0305258B1
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- cavity
- foot
- wall
- walls
- elements
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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
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
Definitions
- the invention relates to prefabricated elements for the construction of walls and walls.
- walls are used which are erected in the open air and fulfill various uses such as: retaining walls, storage walls, noise barriers along roadways or rail, etc.
- the walls must have excellent stability and be capable of withstanding forces, in particular thrust.
- T such large elements in the general shape of a "tee" (T) are both difficult to make in prefabrication, requiring complex molds, and difficult to handle, transport and set up on site.
- the object of the invention is to solve these difficulties.
- DOS document 2,456,915 it has already been proposed to constitute the wall element from two complementary elements, respectively a concrete base which can be placed on the ground and comprising on its upper face a cavity open upwards and a wall element comprising a foot which can engage and be posed by a movement of lowering then of tilting with ball joint over the base in final inclined locking position.
- this solution does not provide, without other complementary means, a precise and constant laying plan from one element to the next and obliges to have the wall in an inclined position relative to the vertical.
- the two complementary elements forming a wall element are both easy to manufacture, transport and handle, because they are both essentially in the form of a relatively flat long profile.
- the installation on the site is particularly simple, since it suffices to position the base flat, and then introduce, in a vertical position, over the base, making the foot of the element penetrate. wall in the cavity of the base element, the wall element over the base.
- the blocking of the assembly is done simply by locking the foot in the cavity by any suitable means such as wedge, filling with a junction material, etc.
- a wall element 1 in accordance with the invention essentially comprises two complementary elements, namely a wall element 2 and a base element 3 serving it support sole.
- These two elements 2, 3 each have a general shape of a relatively flat profile and are advantageously made of molded reinforced concrete, other materials which can however be used as a replacement as the case may be, the wall elements 2 can be produced for example by metallic alloy or in reinforced or unarmoured plastic profile as well as possibly the base 3.
- the base element 3 has, in an intermediate part, for example around a third or a quarter of its length, a cavity 4 with a section flared upwards and which, in the 'Illustrated example, as it appears in particular clearly in Figures 4 and 5, has a general section substantially in the trunk of a pyramid with rectangular section. In other words, in the position of use of the base, with its sole 3a placed on the ground 5, the pyramid trunk is directed upside down.
- the wall element 2 comprises, for its part, at its lower end, at least one foot 6 capable of being engaged with a certain clearance in the cavity 4, the foot having a section congruent with that of the cavity by presenting a taper angle more closed than that of the cavity. Also the foot at a height lower than the depth of the cavity which receives it (see figure 6).
- the wall element 2 rests by a lower support face R formed in a step or step at the level of the foot 6 on an upper support face S, formed on the base 3 and adjoining the cavity 4.
- the perfect positioning of the element 2 on the element 3 is ensured, in addition to the cooperation of the surfaces R and S by that of the face A of the cavity on which the face B comes to bear opposite the foot 6 of the element 2.
- These faces can be formed with great precision during molding and therefore ensure perfect positioning relative geometry of the element 2 with respect to the element 3.
- the assembly of the parts after erection of the wall element 2 and introduction of its foot 6 into the cavity 4, is ensured by the installation of a wedge 7 made of any suitable material which can be pressed into place to or to ground for example. Depending on the case, hardwood, metal or plastic shims will be used.
- the assembly is perfect by filling any gaps between the cavity 4 and the base 6 by introducing a mortar of cement, sand or other suitable powder material.
- the installation is particularly simple since it suffices, on site, to correctly position the desired base 3, for example by checking its horizontality if the wall 2 must be erected vertically. Then, by means of any handling device, such as for example a crane, the element 2 can be presented and put in place so that its foot 6 comes into place in the cavity 4.
- the handling is facilitated by the provision in the upper part of the element 2 of one or more orifices such as 8 , which can be used, in addition, to receive transverse bars for the lateral locking of the successive wall elements of a wall, as constructed for example as illustrated in FIG. 7.
- the element 2 is in place on the element 3, it suffices to block by inserting the shim 7.
- the wall element 2 is advantageously profiled with stiffening ribs 9, making it possible to stiffen and lighten the construction.
- the latter is advantageously produced as illustrated in more detail in FIGS. 4 and 5, in reinforced concrete with U-shaped reinforcements marked 10, 11, 12, mounted oblique, as it appears clearly in figure 5, and crossing with their openings which face each other by surrounding the cavity 4.
- the cavity works correctly in compression thanks to the play of U-shaped reinforcements and the transfer of forces over the entire surface of the base.
- This is for the rest made of reinforced concrete with simple reinforcements, suitably arranged as illustrated in particular in 13 and 14.
- the base is suitably oriented so that its long part 3b is opposite to that which receives the thrust and the support polygon is adapted to the overturning torque which can be applied to the wall element.
- the long branch 3b of the the armature 3 is directed outward relative to the slope 14.
- the wall elements can have a width of 0.50 m, a height of 2.50 m at 3 m and the base can have an overall length of 1.50 m with the cavity 4 arranged at one third of the length.
- the elements are relatively thin, their thickness not exceeding on average 30 cm.
- the wall and base elements can be very easily made of reinforced concrete by means of simple molds.
- the elements being flat, the setting of the concrete is fast.
- the wall element composed of the wall element fixed on the base element is solid.
- the applications can be multiple and we can cite in particular anti-noise walls, storage walls, embankment support walls, river retaining walls, civil engineering construction. They can also form the element of a lost formwork for example for foundations of important buildings.
- the profile of the base allows in practice the use of the wall whatever the direction of the thrust exerted on it by the grounds or the stored materials which it will support.
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- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Environmental & Geological Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Retaining Walls (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
Description
L'invention a pour objet des éléments préfabriqués pour la construction de murs et parois.The invention relates to prefabricated elements for the construction of walls and walls.
Pour de nombreuses utilisations, en particulier en génie civil et dans des applications industrielles, on utilise des murs qui sont érigés en plein air et remplissent divers usages tels que: murs de soutènement, murs de stockage, murs anti-bruit en bordure de voies routières ou ferroviaires, etc...For many uses, in particular in civil engineering and in industrial applications, walls are used which are erected in the open air and fulfill various uses such as: retaining walls, storage walls, noise barriers along roadways or rail, etc.
Pour de telles constructions qui atteignent souvent de très grandes longueurs, les techniques de préfabrication sont particulièrement adaptées. Mais dans la pratique on se heurte à des difficultés de réalisation et de mise en place.For such constructions which often reach very long lengths, prefabrication techniques are particularly suitable. But in practice, we run into difficulties of implementation and implementation.
En effet, compte tenu des fonctions qu'ils doivent remplir, les murs doivent avoir une excellente stabilité et être capables de résister à des efforts notamment de poussée. Ceci requiert, soit qu'un élément de paroi puisse être convenablement ancré dans le sol, ce qui nécessite des travaux de fouille longs et délicats, soit que l'élément de paroi comporte une embase ou semelle d'appui d'importance suffisamment grande pour lui conférer la stabilité requise. Mais dans ce cas, de tels éléments de grande dimension en forme générale de "té" (T) sont à la fois difficiles à réaliser en préfabrication, nécessitant des moules complexes, et difficiles à manutentionner, transporter et mettre en place sur le site.Indeed, taking into account the functions which they must fulfill, the walls must have excellent stability and be capable of withstanding forces, in particular thrust. This requires either that a wall element can be properly anchored in the ground, which requires long and delicate excavation work, or that the wall element comprises a base or support sole of sufficiently large size to give it the required stability. But in this case, such large elements in the general shape of a "tee" (T) are both difficult to make in prefabrication, requiring complex molds, and difficult to handle, transport and set up on site.
L'invention a pour objet de résoudre ces difficultés. Selon le document DOS 2 456 915 il a déjà été proposé de constituer l'élément de mur à partir de deux éléments complémentaires, respectivement une embase en béton pouvant être posée sur le sol et comportant sur sa face supérieure une cavité ouverte vers le haut et un élément de paroi comportant un pied pouvant s'engager et se poser par un mouvement d'abaissement puis d'inclinaison à rotule par dessus l'embase en position finale de blocage inclinée. Mais cette solution n'assure pas sans autres moyens complémentaires un plan de pose précis et constant d'un élément au suivant et oblige à disposer le mur en position inclinée par rapport à la verticale.The object of the invention is to solve these difficulties. According to DOS document 2,456,915, it has already been proposed to constitute the wall element from two complementary elements, respectively a concrete base which can be placed on the ground and comprising on its upper face a cavity open upwards and a wall element comprising a foot which can engage and be posed by a movement of lowering then of tilting with ball joint over the base in final inclined locking position. But this solution does not provide, without other complementary means, a precise and constant laying plan from one element to the next and obliges to have the wall in an inclined position relative to the vertical.
L'élément de construction formant mur conforme à l'invention est du type général décrit au document précité DOS 2 456 915 comportant une embase et un élément de paroi coopérant, mais il assure en outre une parfaite orientation des parois de mur qui peuvent être orientées précisément, à volonté, et par exemple verticalement. De façon précise, l'élément de construction formant mur conforme à l'invention comprend essentiellement deux éléments complémentaires:
- le premier formant embase ayant un polygone de sustentation adapté et présentant au moins une cavité ouverte vers le haut, présentant au moins une face d'appui supérieure (S), jouxtant ladite cavité pour recevoir une partie coopérante du second élément,
- le second élément formant paroi généralement érigé au-dessus de l'embase, comportant au moins un pied susceptible de s'engager avec jeu dans ladite cavité et au moins une face d'appui inférieure formée au niveau dudit pied et venant en position d'assemblage des deux éléments reposer sur ladite face d'appui supérieure (S) dudit premier élément,
- the first base forming a suitable support polygon and having at least one cavity open upwards, having at least one upper bearing face (S), adjoining said cavity to receive a cooperating part of the second element,
- the second wall element generally erected above the base, comprising at least one foot capable of engaging with play in said cavity and at least one lower bearing face formed at said foot and coming in position assembly of the two elements rest on said upper bearing face (S) of said first element,
ledit élément de construction étant caractérisé en ce que:
- ladite cavité a une section évasée générale sensiblement en tronc de pyramide à section rectangulaire, avec une face d'appui supérieure (S) et une face latérale d'appui complémentaire (A),
- ledit pied de l'élément de paroi a une section congruente avec celle de la cavité en présentant un angle d'évasement plus fermé que celui de la cavité et une face d'appui inférieure (R) ainsi qu'une face latérale (B) formée en décrochement en gradin, au niveau du pied, les faces d'appui inférieure (R) et latérale (B) du pied venant s'appuyer précisément sur les faces d'appui en regard supérieure (S) et latérale (A) de la cavité dans la position d'assemblage des deux éléments complémentaires, position dans laquelle est réservé entre les faces opposées auxdites faces (A, B) en coopération, le jeu précité pour l'insertion d'une cale de blocage.
- said cavity has a general flared section substantially in the form of a pyramid trunk with rectangular section, with an upper bearing face (S) and a complementary supporting side face (A),
- said foot of the wall element has a cross-section congruent with that of the cavity by presenting a more closed flaring angle than that of the cavity and a lower bearing face (R) as well as a lateral face (B) formed in step step, at the level of the foot, the lower (R) and lateral (B) support faces of the foot coming to rest precisely on the opposite (upper (S) and lateral (A) support faces of the cavity in the assembly position of the two complementary elements, position in which is reserved between the faces opposite to said faces (A, B) in cooperation, the aforementioned clearance for the insertion of a blocking block.
On comprend que de cette façon, les deux éléments complémentaires formant un élément de mur sont l'un et l'autre faciles à fabriquer, transporter et manutentionner, du fait qu'ils se présentent l'un et l'autre essentiellement sous la forme d'un profilé long relativement plat. Et la mise en place sur le site est particulièrement simple, puisqu'il suffit de positionner à plat l'embase, et d'introduire ensuite, en position verticale, par dessus l'embase, en faisant pénétrer le pied de l'élément de paroi dans la cavité de l'élément d'embase, l'élément de paroi par dessus l'embase. Le blocage de l'ensemble se fait simplement par verrouillage du pied dans la cavité par tout moyen approprié tel que cale, remplissage d'un matériau de jonction, etc...It is understood that in this way, the two complementary elements forming a wall element are both easy to manufacture, transport and handle, because they are both essentially in the form of a relatively flat long profile. And the installation on the site is particularly simple, since it suffices to position the base flat, and then introduce, in a vertical position, over the base, making the foot of the element penetrate. wall in the cavity of the base element, the wall element over the base. The blocking of the assembly is done simply by locking the foot in the cavity by any suitable means such as wedge, filling with a junction material, etc.
L'invention et sa mise en oeuvre apparaîtront plus clairement à l'aide de la description qui va suivre faite en référence aux dessins annexés dans lesquels:
- la figure 1 montre de façon schématique en vue élévation de côté un élément de mur en cours de pose,
- la figure 2 montre, comme-la figure 1, avec arrachement l'élément de mur après verrouillage de son élément de paroi et d'embase; '
- la figure 3 montre de façon schématique en perspective l'élément de mur en question;
- la figure 4 montre de façon schématique vu par dessus commemt est réalisé le ferraillage de l'embase;
- la figure 5 est une vue de côté de la figure 4 faite selon la flèche V de cette figure;
- la figure 6 montre à plus grande échelle la coopération de l'élément de paroi et de l'embase au niveau de leur jonction;
- la figure 7 montre de façon schématique un emploi des éléments de l'invention pour constituer un mur anti-bruit.
- FIG. 1 schematically shows a side elevation view of a wall element being installed,
- Figure 2 shows, as in Figure 1, with cutaway the wall element after locking its wall element and base; ''
- Figure 3 shows schematically in perspective the wall element in question;
- Figure 4 shows schematically seen from above as is carried out the reinforcement of the base;
- Figure 5 is a side view of Figure 4 taken along arrow V of this figure;
- Figure 6 shows on a larger scale the cooperation of the wall element and the base at their junction;
- Figure 7 shows schematically a use of the elements of the invention to constitute a noise barrier.
Comme illustré aux dessins, et comme on le voit plus clairement aux figures 1 à 3, un élément de mur 1, conforme à l'invention comprend essentiellement deux éléments complémentaires à savoir un élément de paroi 2 et un élément d'embase 3 lui servant de semelle d'appui.As illustrated in the drawings, and as can be seen more clearly in FIGS. 1 to 3, a wall element 1, in accordance with the invention essentially comprises two complementary elements, namely a
Ces deux éléments 2, 3, ont chacun une forme générale de profilé relativement plat et sont avantageusement fabriqués en béton armé moulé, d'autres matériaux pouvant être cependant utilisés en remplacement selon le cas, les éléments de paroi 2 pouvant être réalisés par exemple en alliage métallique ou en profilé plastique armé ou non ainsi éventuellement que l'embase 3.These two
Comme il apparaît plus clairement à la figure 6, l'élément d'embase 3 présente, dans une partie intermédiaire, par exemple vers le tiers ou le quart de sa longueur, une cavité 4 à section évasée vers le haut et qui, dans l'exemple illustré, comme il apparaît notamment clairement aux figures 4 et 5, a une section générale sensiblement en tronc de pyramide à section rectangulaire. En d'autres termes, dans la position d'utilisation de l'embase, avec sa semelle 3a posée sur le sol 5, le tronc de pyramide est dirigé tête en bas.As can be seen more clearly in FIG. 6, the base element 3 has, in an intermediate part, for example around a third or a quarter of its length, a
L'élément de paroi 2 comporte, quant à lui, à son extrémité inférieure, au moins un pied 6 susceptible d'être engagé avec un certain jeu dans la cavité 4, le pied ayant une section congruente avec celle de la cavité en présentant un angle d'évasement plus fermé que celui de la cavité. Egalement le pied à une hauteur inférieure à la profondeur de la cavité qui le reçoit (voir figure 6). Dans la position d'assemblage illustrée aux figures 1, 2 et 6, et comme on le voit plus précisément à la figure 6, l'élément de paroi 2 repose par une face d'appui inférieure R formée en décrochement ou gradin au niveau du pied 6 sur une face d'appui supérieure S, formée sur l'embase 3 et jouxtant la cavité 4. Dans cette position d'assemblage le parfait positionnement de l'élément 2 sur l'élément 3 est assuré, outre la coopération des surfaces R et S par celle de la face A de la cavité sur laquelle vient s'appuyer la face B en regard du pied 6 de l'élément 2. Ces faces peuvent être formées avec une grande précision lors du moulage et assurent donc un parfait positionnement géométrique relatif de l'élément 2 par rapport à l'élément 3. L'assemblage des pièces, après érection de l'élément de paroi 2 et introduction de son pied 6 dans la cavité 4, est assuré par la mise en place d'une cale 7 en tout matériau approprié qui peut être enfoncé au marteau ou à la masse par exemple. Selon les cas, on utilisera des cales en bois dur, en métal ou en plastique. L'assemblage est parfait en remplissant les éventuels interstices entre la cavité 4 et le pied 6 par introduction d'un mortier de ciment, de sable ou autre matériau pulvérulent approprié.The
La mise en place est particulièrement simple puisqu'il suffit, sur le chantier, de positionner correctement à l'endroit voulu l'embase 3, par exemple en vérifiant son horizontalité si la paroi 2 doit être érigée verticalement. Ensuite, au moyen d'un engin de manutention quelconque, tel par exemple qu'une grue, on pourra présenter et mettre en place l'élément 2 de façon que son pied 6 vienne en place dans la cavité 4. La manutention est facilitée par la prévision dans la partie supérieure de l'élément 2 d'un ou plusieurs orifices tel que 8, lequel pourra servir, en outre, à recevoir des barres transversales pour le verrouillage latéral des éléments de paroi successifs d'un mur, tel que construit par exemple comme illustré à la figure 7. Lorsque l'élément 2 est en place sur l'élément 3, il suffit de procéder au blocage par introduction de la cale 7.The installation is particularly simple since it suffices, on site, to correctly position the desired base 3, for example by checking its horizontality if the
Comme il apparaît à la figure 3, l'élément de mur 2 est avantageusement profilé avec des nervures de raidissement 9, permettant de raidir et alléger la construction.As it appears in FIG. 3, the
De façon à assurer un excellent verrouillage et ancrage du pied 6 dans la cavité 4, celle-ci est avantageusement réalisée comme illustré plus en détail aux figures 4 et 5, en béton armé avec des armatures en U repérées 10, 11, 12, montées en oblique, comme il apparaît clairement à la figure 5, et se croisant avec leurs ouvertures qui se font face en entourant la cavité 4. De cette façon, la cavité travaille correctement en compression grâce au jeu des armatures en U et du report des forces sur toute la surface de l'embase. Celle-ci est pour le reste réalisée en béton armé avec des armatures simples, convenablement disposées comme illustré notamment en 13 et 14.In order to ensure excellent locking and anchoring of the
Pour l'utilisation de l'élément de mur, l'embase est convenablement orientée de façon que sa partie longue 3b soit opposée à celle qui reçoit la poussée et le polygone de sustentation est adapté au couple de renversement qui peut être appliqué à l'élément de paroi. Par exemple, dans le cas illustré à la figure 7, d'un mur anti-bruit placé en bordure d'une route 13 et en supposant que le mur reçoive et supporte un talus de terre 14, engazonné, la branche longue 3b de l'armature 3 est dirigée vers l'extérieur par rapport au talus 14.For the use of the wall element, the base is suitably oriented so that its
A titre d'exemple les éléments de mur peuvent avoir une largeur de 0,50 m, une hauteur de 2,50 m à 3 m et l'embase peut avoir une longueur hors tout de 1,50 m avec la cavité 4 disposée au tiers de la longueur. Les éléments sont relativement minces, leur épaisseur ne dépassant pas en moyenne 30 cm.For example, the wall elements can have a width of 0.50 m, a height of 2.50 m at 3 m and the base can have an overall length of 1.50 m with the
Les avantages des éléments de l'invention sont multiples.The advantages of the elements of the invention are multiple.
Tout d'abord, les éléments de paroi et d'embase peuvent être fabriqués très facilement en béton armé au moyen de moules simples. Les éléments étant plats, la prise du béton est rapide.First of all, the wall and base elements can be very easily made of reinforced concrete by means of simple molds. The elements being flat, the setting of the concrete is fast.
Le transport et la manutention des éléments profilés plats sont également simples. L'élément de mur composé de l'élément de paroi fixé sur l'élément d'embase est solide.Transport and handling of flat profile elements is also simple. The wall element composed of the wall element fixed on the base element is solid.
Les applications peuvent être multiples et l'on peut citer notamment des murs anti-bruit, des murs de stockage, des murs de soutien de talus, de retenue de cours d'eau, de construction en génie civil. Ils peuvent également former l'élément d'un coffrage perdu par exemple pour fondations d'immeubles importants.The applications can be multiple and we can cite in particular anti-noise walls, storage walls, embankment support walls, river retaining walls, civil engineering construction. They can also form the element of a lost formwork for example for foundations of important buildings.
On notera à la figure 7 que la direction 15 générale de la paroi, formée par les éléments de murs accolés, est parallèle à l'arête de base 16, visible sur la figure de jonction, entre les embases 3 et les parois 2, ou en d'autres termes parallèle aux bases des U des armatures 10, 11, 12, de verrouillage de la cavité 4.It will be noted in FIG. 7 that the general direction of the wall, formed by the adjoining wall elements, is parallel to the
On remarquera enfin que le profil de l'embrase permet en pratique l'utilisation du mur quelle que soit la direction de la poussée exercée sur lui par les terrains ou les matériaux entreposés qu'il soutiendra.Finally, it will be noted that the profile of the base allows in practice the use of the wall whatever the direction of the thrust exerted on it by the grounds or the stored materials which it will support.
Claims (4)
the said building element being characterised in that:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT88402054T ATE62294T1 (en) | 1987-08-12 | 1988-08-05 | PREFABRICATED ELEMENTS FOR BUILDING WALLS AND WALLS, ESPECIALLY RETAINING WALLS. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8711488A FR2619401B1 (en) | 1987-08-12 | 1987-08-12 | PREFABRICATED ELEMENTS FOR THE CONSTRUCTION OF WALLS AND WALLS |
FR8711488 | 1987-08-12 |
Publications (2)
Publication Number | Publication Date |
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EP0305258A1 EP0305258A1 (en) | 1989-03-01 |
EP0305258B1 true EP0305258B1 (en) | 1991-04-03 |
Family
ID=9354138
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP88402054A Expired - Lifetime EP0305258B1 (en) | 1987-08-12 | 1988-08-05 | Prefabricated elements for building walls and wallings, especially retaining walls |
Country Status (4)
Country | Link |
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EP (1) | EP0305258B1 (en) |
AT (1) | ATE62294T1 (en) |
DE (1) | DE3862263D1 (en) |
FR (1) | FR2619401B1 (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2063609B1 (en) * | 1991-12-04 | 1996-03-01 | Metropolitan Materials Espanol | NEW STRUCTURE OF REINFORCED OR PRE-STRESSED CONCRETE FOR THE FORMATION OF WALLS. |
ES2060518B1 (en) * | 1992-08-12 | 1997-11-16 | Metropolitan Materials Espanol | IMPROVEMENT IN THE STRUCTURES FOR THE FORMATION OF WALLS |
GB9607782D0 (en) | 1996-04-15 | 1996-06-19 | Vidal Henri Brevets | Earth structures |
ES2160074B1 (en) * | 1999-10-01 | 2002-06-01 | Sanchez Jaime E Jimenez | PREFABRICATED ROAD STEP ASSEMBLED IN WORK. |
EP1916338A1 (en) * | 2006-10-25 | 2008-04-30 | Giuseppe Parenti | Self-supporting soundproofing and retaining prefabricated concrete panel |
CN108130917A (en) * | 2017-12-25 | 2018-06-08 | 中国二十冶集团有限公司 | Pile foundation earth-retaining wall construction method |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
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NL63209C (en) * | 1900-01-01 | |||
FR2185117A5 (en) * | 1972-05-17 | 1973-12-28 | Balzer Edmond | |
DE2456915A1 (en) * | 1974-12-02 | 1976-08-12 | Acrow Wolff Gmbh | Screens against industrial traffic and similar noise - deflect sound on to sound- absorbing material or into open space |
FR2451422A1 (en) * | 1979-03-14 | 1980-10-10 | Rousset Michel | Prefabricated panel with footing - is for use in concrete construction work and needs no formwork |
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1987
- 1987-08-12 FR FR8711488A patent/FR2619401B1/en not_active Expired - Lifetime
-
1988
- 1988-08-05 DE DE8888402054T patent/DE3862263D1/en not_active Expired - Lifetime
- 1988-08-05 EP EP88402054A patent/EP0305258B1/en not_active Expired - Lifetime
- 1988-08-05 AT AT88402054T patent/ATE62294T1/en active
Also Published As
Publication number | Publication date |
---|---|
FR2619401A1 (en) | 1989-02-17 |
DE3862263D1 (en) | 1991-05-08 |
ATE62294T1 (en) | 1991-04-15 |
EP0305258A1 (en) | 1989-03-01 |
FR2619401B1 (en) | 1991-03-29 |
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