EP2318595B1 - Stabilisation des talus - Google Patents

Stabilisation des talus Download PDF

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Publication number
EP2318595B1
EP2318595B1 EP20090786747 EP09786747A EP2318595B1 EP 2318595 B1 EP2318595 B1 EP 2318595B1 EP 20090786747 EP20090786747 EP 20090786747 EP 09786747 A EP09786747 A EP 09786747A EP 2318595 B1 EP2318595 B1 EP 2318595B1
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EP
European Patent Office
Prior art keywords
block
slab
retaining
earth
face
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.)
Not-in-force
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EP20090786747
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German (de)
English (en)
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EP2318595A2 (fr
Inventor
Christian Gartner
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Betonform SRL
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Betonform SRL
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Publication date
Application filed by Betonform SRL filed Critical Betonform SRL
Priority to SI200931238T priority Critical patent/SI2318595T1/sl
Priority to PL09786747T priority patent/PL2318595T3/pl
Publication of EP2318595A2 publication Critical patent/EP2318595A2/fr
Application granted granted Critical
Publication of EP2318595B1 publication Critical patent/EP2318595B1/fr
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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
    • E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0241—Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements

Definitions

  • the present disclosure relates to a device for retaining and stabilizing earth, or the like.
  • the description which follows refers generally to earth retention and stabilization, but it is clear that the retaining and stabilizing device may also be used in similar conditions for retaining and stabilizing any type of earth mass, such as that of a slope or a mountain, or the earth mass of a seabed, or that of a quay or a pier, or other similar earth masses.
  • the patent US 7,114,887 B1 describes a brickwork wall and a plurality of stabilizing grids associated with the wall and arranged at different heights along the wall. Each grid has a portion projecting substantially at right angles from one side of the wall so that, when the wall is in position close to an earth mass, these grids may be incorporated in the earth itself.
  • the construction of the brickwork wall is obtained by successively arranging on top of each other, directly on site, i.e. at the location where the earth to be stabilized is situated, rows of bricks and inserting the aforementioned retaining grids at regular intervals, and therefore stepwise, between two adjacent rows of bricks, said interval including a predefined number of rows of bricks.
  • This arrangement with grids inserted in the earth allows the earth to be stabilized against movements; in fact it results in a reinforced earth mass which acts as a rather solid retaining and stabilizing wall.
  • the US patent No. US 4,824,293 A describes a construction for a retaining wall member, which utilizes a preformed channel in the member communicating through a slit formed between the channel and one face of the member for retention of a tieback utilized to affix the member to an underlying mass.
  • the tieback may be retained by the mechanical interference between the walls of the slit and an enlarged portion of the tieback located within the channel.
  • an interference rod may be inserted into the channel to retain the tieback.
  • EP 0 427 221 describes a constructional article, which is equipped with vegetation support mats fastened to one of its faces.
  • the known art also reveals that there is a need to facilitate transportation of the materials required for the construction of the wall, reducing as far as possible the number of parts required.
  • the known art also reveals the need to increase the flexibility and the capacity for adaptation of the structure when it is subject to a load.
  • the technical problem is therefore that of providing an earth retaining and stabilizing device which is able to satisfy one or more of the needs mentioned above with reference to the known art and/or achieve further advantages.
  • an earth retaining and stabilizing barrier comprising a plurality of said devices arranged alongside each other, and by a method for retaining and stabilizing earth as defined in the independent claim 14.
  • the main advantage consists in the fact that said slab-like block and said stabilizing members form a prefabricated structure and this allows faster and more versatile installation, alongside each other, of a plurality of devices for the construction of the abovementioned retaining barriers.
  • the slab-like block may be moulded as a single body using processes which can be implemented easily and are less costly than the methods of the known art, and may be associated with the stabilizing members already during the moulding operation.
  • the slab-like block is made at least of a material chosen from cement, concrete, resin, plastic or a combination thereof. This enables the device to be adapted to the different applicational requirements, from the point of view of the mechanical strength required, the environmental impact, the installation conditions (for example installation underwater or on land, in different aggressive environments) or the production costs. Moreover the slab-like block may be designed in numerous forms and even with different shades of colour.
  • the slab-like block comprises one or more weakening lines which define in said slab-like block two or more consecutively adjacent sectors and said slab-like block, under the action of a given load, is intended to be divided up or broken along said one or more weakening lines into said two or more sectors.
  • the main advantage of the latter embodiment consists in the fact that the slab-like block, when subjected to load next to an earth mass, is divided up, and preferably broken in a definite manner, along said weakening lines into two or more consecutively adjacent sectors, so that at least two adjacent sectors may be mutually displaceable and preferably acquire a limited degree of rotation or angular displacement with respect to each other, about an axis passing substantially along a respective weakening line.
  • the displacement of the sectors is constrained by the presence of the stabilizing members which are integrally associated with the slab-like block and incorporated in the earth. Essentially, the degree of relative displacement of the sectors is limited by the fact that the entire slab-like block is retained and connected to the earth by means of the stabilizing members. Furthermore, in another embodiment, the displacement of the sectors is constrained not only by the stabilizing members but also by the presence of a metal reinforcement which is incorporated in the thickness of the slab-like block.
  • the retaining device has a high degree of flexibility and capacity for adaptation when subject to a load, since any overloads resulting from the earth to be retained may be limited by means of relative displacement of the sectors, thereby avoiding the risk of damage to the device. In fact, owing to the weakening lines, the formation of undesirable random and irregular cracks or breakages in the slab-like block is prevented.
  • Said weakening lines may consist, for example, of preferential breakage lines, namely lines which are intended to break in a definite manner when the slab-like block is subjected to a load.
  • the weakening lines are obtained by means of the provision of grooves formed in the slab-like block, so as to achieve a reduction in the thickness of the slab-like block along these grooves.
  • these grooves favour controlled breakage of the slab-like block, such that at least two sectors adjacent to a groove acquire said limited degree of freedom with respect to each other.
  • the grooves are arranged on the second face of the slab-like block, namely the face which is visible and situated opposite the earth to be stabilized, so as to facilitate breakage following forces which act on the first face of the slab-like block itself; in fact said second face is subject mainly to the formation of compressive forces which are due to the weight of the earth retained by the slab-like block, and therefore the grooves arranged on said face may favour the breakage of the block itself.
  • the weakening lines are arranged so that at least one stabilizing member, or at least one group of stabilizing members, is associated with each sector of the slab-like block.
  • at least one stabilizing member or at least one group of stabilizing members, is associated with each sector of the slab-like block.
  • the stabilizing members are ordered stepwise along the first face of the slab-like block, namely equally spaced, so as to form with the slab-like block a substantially comb-like configuration.
  • the stabilizing members are arranged parallel to each other and one above the other, considering a vertical direction.
  • the regular stepwise arrangement provides the device, when installed, with greater and improved efficiency as regards the transmission of the forces between the slab-like block and earth.
  • said weakening lines are also arranged stepwise with a similar arrangement of the stabilizing members.
  • the weakening lines are arranged staggered with respect to the stabilizing members so that, following the aforementioned breakage, each sector is integrally associated with a stabilizing member.
  • the weakening lines are for example arranged parallel to each other.
  • the slab-like block consists of a plurality of sectors which are initially divided up physically and are separate, each being associated beforehand with at least one stabilizing member, and which are mounted on top of each other during installation; in this case each weakening line consists of the space separating one sector and the adjacent sector.
  • the slab-like block has at least one interruption between two sectors which are in contact with each other after installation; this interruption allows relative displacement of the sectors.
  • the slab-like block is formed by two or more consecutively adjacent sectors physically separate from each other, where each of said sectors is associated with a stabilizing member and where said sectors are mutually displaceable under the action of a given load.
  • the retaining device comprises a slab-like block divided up into sectors which are mutually displaceable under the action of a given load.
  • the slab-like block is initially a single piece and the sectors are defined by the weakening lines, i.e. the weakening lines constitute the boundaries between one sector and another; when it is subjected to a load, the slab-like block breaks along the weakening lines and at that point the sectors are actually displaceable relative to each other.
  • the slab-like block is divided up into sectors which are physically separate from the beginning and are therefore displaceable relative to each other.
  • the stabilizing members are flexible members such as meshes.
  • flexible stabilizing members has the advantage that they may be rolled up, as in the case of the aforementioned stabilizing meshes. In this way, before installation of the device, the second portion of each flexible stabilizing member, namely the projecting portion, may be rolled up, this allowing easier transportation of the device since its overall volume is reduced.
  • stabilizing meshes results in greater simplicity and lower costs in constructional terms, optimum transmission of the forces between the device, once installed, and the earth, drainage of the water and/or the growth of the vegetation in the region of the stabilized earth.
  • the first portion of the reinforcing members is at least partially incorporated integrally in the slab-like block, namely is embedded in the slab-like block directly at the time of manufacture of the latter.
  • the association between the stabilizing members and the slab-like block is obtained already during production of the device and in particular of the slab-like block, by embedding the first portion of the stabilizing members inside the material which forms the slab-like block, prior to solidification of said material. Therefore, the connection between the first portion of a stabilizing member and the slab-like block is without play.
  • each reinforcing member extends inside the thickness of the slab-like block so as to form a reinforcement of the slab-like block.
  • the first portion of each reinforcing member extends inside the thickness of the slab-like block so as to form a reinforcement of the slab-like block.
  • the slab-like block also comprises a reinforcement, as mentioned above, which is preferably incorporated integrally in the thickness of the slab-like block and is preferably formed by mutually intersecting rod-like bodies, such as metal bars.
  • the thickness of the slab-like block varies on the basis of the required load resistance of the slab-like block, the flexibility and, where applicable, the presence or not of the reinforcement incorporated, for further strength, in the slab-like block; it is therefore calculated during the design stage on the basis of the material used and the static performance characteristics required.
  • the thickness preferably ranges between 5 cm and 100 cm.
  • the slab-like block has a lattice form, namely it has a plurality of through-openings extending through the thickness between the first face and the second face of the slab-like block.
  • the presence of the openings allows aeration of the earth and/or the growth of vegetation through the same openings, so as to provide at least partial masking of the stabilizing device and minimize the aesthetic impact thereof.
  • by means of a particular arrangement of the openings it is possible to obtain special aesthetic effects owing to the play between solids and voids.
  • the presence of the openings results in a certain saving in the amount of material compared to a solid slab-like block.
  • the openings are provided with mesh portions, each of said portions being arranged in the thickness of the slab-like block and substantially parallel to said first and second faces; each mesh portion passes substantially across an opening and is therefore substantially parallel to the two faces of the slab-like block, so as to occupy the respective opening. In this way the possibility of stones or material with a particle size greater than a certain limit value passing through the slab-like block is reduced.
  • the mesh portions which occupy said openings are part of the mesh-type stabilizing members.
  • the first portion of each stabilizing mesh incorporated in the slab-like block extends inside the latter, in particular inside the thickness of the slab-like block, parallel to each face of the slab-like block and across the opening. This results in a greater constructional simplicity and savings in terms of material and labour.
  • the slab-like block comprises a base panel and a plurality of projecting bodies forming one piece with the base panel.
  • the projecting bodies form bulges which emerge from one side of said base panel opposite to that intended to be facing the earth, substantially on said second face of the slab-like block.
  • said projecting bodies are arranged on said base panel in a predefined arrangement, for example a matrix of rows and columns. This results in a slab-like block which reproduces the appearance of a wall of stones or rocks or similar projecting bodies situated on a base panel.
  • the thickness of the slab-like block is variable and in particular is defined by a first thickness corresponding to the base panel, and at least one second thickness greater than the first thickness, corresponding to the projecting bodies.
  • the projecting bodies Preferably have a different thickness so as to reproduce as far as possible the natural appearance of rocks or stones.
  • the base panel portions with a first thickness and situated between one row of projecting bodies and another row of projecting bodies adjacent thereto form the abovementioned weakening lines along which the slab-like block is intended to break.
  • the base panel portion situated between one projecting body and another forms, within the slab-like block, a so-called breakable bridge-piece which has a thickness smaller than the thickness of the projecting body.
  • a method for retaining and stabilizing earth comprising the following steps: a) providing at least one device including a retaining slab-like block of given thickness comprised between a first face intended to be facing the earth and a second face opposite thereto, and a plurality of stabilizing members, wherein each of said stabilizing members has a first portion fixed to said slab-like block and a second portion projecting from said first face and intended to be incorporated in the earth; b) arranging said device on ground vertically or with a selected inclination with respect to the vertical direction and at a predetermined distance from the earth to be stabilized so as to form an intermediate region comprised between said first face of the slab-like block and the earth to be stabilized, said stabilizing members being arranged in said intermediate region; c) arranging given amounts of earth in said intermediate region so as to incorporate into the earth said stabilizing members.
  • the arrangement of the earth in the intermediate region is performed in accordance with the following substeps: c1) arranging a first amount of additional earth or the like in the intermediate region between the first face of the slab-like block and the earth to be stabilized; c2) resting the second portion of a first stabilizing member on said first amount of additional earth or the like; c3) overlaying a second amount of additional earth or the like on said second portion of said first stabilizing member; c4) resting the second portion of a second stabilizing member on said second amount of additional earth or the like; c5) repeating the steps c3) and c4) for the remaining stabilizing members.
  • the method is repeated for a plurality of devices arranged alongside each other so as to form a continuous retaining and stabilizing barrier.
  • This method allows the rapid construction of a retaining and stabilizing barrier, a reduction in the number of on-site operations and the formation of a barrier which is solidly joined to the earth to be retained.
  • the slab-like block comprises one or more weakening lines which define two or more adjacent sectors in said slab-like block; moreover the step c) is followed by the further step involving breakage, under the action of a given load of earth, of the slab-like block along said one or more weakening lines into said two or more sectors.
  • the reference number 1 denotes an earth retaining and stabilizing device.
  • Figure 1 shows a front view of the device 1, namely a view from the side opposite to that where the earth is to be stabilized
  • Figure 3 shows a rear view, namely a view from the earth side.
  • Figures 5A and 5B shows respectively earth retaining and stabilizing barriers 80 each including a pair of devices 1.
  • the device 1 comprises a prefabricated structure including a retaining slab-like block 2 made for example as one piece with a first dimension of 2.45 m and a second dimension of between 3 m and 5 m.
  • the slab-like block 2 has a predefined thickness S between a first face 21 intended to be facing the earth to be stabilized and a second face 22 opposite thereto.
  • the slab-like block 2 has a substantially flat shape.
  • the slab-like block 2 has a curved or rounded shape.
  • the slab-like block 2 has preferably a thickness S of between 5 cm and 100 cm; in the example the thickness is equal to 18 cm.
  • the slab-like block 2 has feet 23 for resting on the ground 9 and a reinforcement 3 incorporated in the slab-like block 2 itself; by way of example the reinforcement 3 comprises bars 31 made of metal, plastic or fibreglass.
  • the slab-like block 2 is made of cement, concrete, resin, plastic, a combination of these materials, or a combination of these materials with other materials; in the example the slab-like block 2 is made of concrete.
  • the slab-like block 2 consists of a single piece.
  • slab-like block 2 has a rectangular shape; it can be easily understood that the slab-like block 2 may also be designed in numerous other forms and even with different shades of colour, for example by adding coloured pigments to the cement or painting it subsequently.
  • the device 1 also comprises a plurality of stabilizing members 4, which in the example are of the flexible type.
  • the stabilizing members 4 are stabilizing meshes 4 which have a thickness of the order of a few millimetres.
  • the stabilizing members 4 may consist of canvasses, portions of cloth or portions of non-woven fabric.
  • the stabilizing members 4 are made of metallic material (for example steel), plastic (for example polyester), fibreglass, or other materials which may suitable combine the properties of mechanical strength and flexibility. It should be noted that, in general, the stabilizing members 4 have a limited thickness compared to the thickness of the slab-like block 2 so as to occupy a practically negligible space within the slab-like block 2 and be easily accommodated in the earth, and an adequate length, for example of between 1 m and 6 m, depending on the static performance characteristics required.
  • Each of the stabilizing meshes 4 has a first portion 41 fixed integrally to the slab-like block 2 and a second portion 42 projecting from the first face 21 of the slab-like block 2. Essentially the stabilizing meshes 4 are fixed integrally to the slab-like block 2 such that a portion 42 of the stabilizing members 4 "protrudes" from the first face 21.
  • the second portions 42 of the stabilizing meshes 4 can be preferably rolled up, as shown in Figure 4A .
  • the device 1 may be easily transported with the stabilizing meshes 4 arranged in the rolled-up condition close to, or against, the first face 21 so as to reduce the overall volume of the device 1.
  • the stabilizing meshes 4 are unrolled, as will be described in detail below.
  • the stabilizing meshes 4 are ordered stepwise, namely are equally spaced in a vertical direction, along the first face 21 and are spaced substantially parallel to each other, so as to form with the slab-like block 2 a substantially comb-like configuration.
  • fixing of the stabilizing meshes 4 to the slab-like block 2 is performed by incorporating integrally in the slab-like block 2 the first portion 41 of each stabilizing mesh 4, partially at least. This is obtained during production of the slab-like block 2 itself, for example by arranging the first portions 41 inside a mould inside which the concrete, or other material used, forming the slab-like block 2 is spread; they therefore remain incorporated inside the slab-like block 2 itself.
  • the stabilizing meshes 4 may be fixed to the slab-like block 2 by means of bolts, plates, rings and other equivalent mechanical devices.
  • the slab-like block 2 also comprises one or more weakening lines which, following a load acting on the slab-like block 2 itself, allow the slab-like block 2 to be broken in a predetermined manner into two or more sectors 27 which are consecutively adjacent to each other. In this way the adjacent sectors 27 may acquire a given limited degree of freedom with respect to each other.
  • a degree of rotation i.e. a relative angular displacement, about an axis passing along said weakening lines, is obtained.
  • the weakening lines may behave in the manner of preferential breakage lines, namely the slab-like body 2 is intended to break in a definite manner along the weakening lines.
  • the slab-like block 2 comprises a plurality of grooves 28 where there is a reduction in the thickness of the slab-like block 2, thus defining said weakening lines.
  • the grooves 28 are formed on the second face 22 of the slab-like block 2.
  • the weakening lines are in particular arranged stepwise considering the vertical direction and arranged substantially staggered with respect to the stabilizing meshes 4.
  • the weakening lines are arranged horizontally and are substantially parallel to each other.
  • grooves 28 and stabilizing meshes 4 alternate with each other at regular height intervals.
  • At least one stabilizing mesh 4 is associated with each sector 27, which is formed following said breakage.
  • the slab-like block 2 also has a lattice-like form and has preferably a plurality of through-openings 25 which extend through the thickness S between the first face 21 and the second face 22.
  • the openings 25 are arranged in form of a matrix of "rows and columns" or in other predefined or variable arrangements.
  • the grooves 28 in the example extend between a row of openings 25 and the adjacent row.
  • the openings 25 are provided with mesh portions 26, which are arranged substantially across the respective openings 25, namely extend inside the thickness S of the slab-like block 2, substantially parallel to the first face 21 and to the second face 22, so as to occupy the respective openings 25.
  • the openings 25 As a result of the possibility of providing the openings 25 in a predefined arrangement or order and also designing them with different shapes, it is possible to obtain particular aesthetic effects and therefore insert the device 1 in a more harmonious manner in the environment.
  • the openings 25 By means of the openings 25 it is in fact possible to obtain solid/void and light/dark visual effects, in addition to a "soft" effect, which may be usefully exploited for the purpose mentioned above.
  • the openings 25 may also have the function of allowing the material (for example earth) to escape partially should the pressure exerted on the device 1 become excessive (for example during a landslide), so as to prevent structural collapse of the device 1 itself.
  • material for example earth
  • the openings 25 allow any grass growing in the stabilized earth 90 to pass out and extend towards the front of the device 1, i.e. over the second face 22, in this way further lessening the aesthetic impact of the retaining device 1 on the surrounding environment.
  • the mesh portions 26 may advantageously form part of the first portions 41 of the stabilizing meshes 41. In this way it is not necessary to provide further mesh members in the slab-like block 2 since it is the same first regions 41 which, in addition to fixing the stabilizing meshes 4 to the slab-like block 2, act as meshes 26 for the openings 25.
  • a retaining structure envisages providing at least one device 1 according to one of the embodiments previously described.
  • the device 1 is arranged on the ground 9, if necessary with the aid of support feet 23, in a vertical position or with another chosen inclination with respect to the vertical direction 96.
  • the device 1 is positioned so that the first face 21 with the associated stabilizing meshes 4 is directed facing the earth to be stabilized, and is also positioned at a given distance so as to define an intermediate region between the slab-like block 2 and the earth to be stabilized.
  • the stabilizing meshes 4 are initially rolled up and, during the process, are unwound one after another so as to be arranged in substantially horizontal planes.
  • the first face 21 is directed towards a region 921 where the material to be retained is located, while the second face 22 is directed towards a region 922 which is protected by the retaining device 1.
  • a region 921 situated ahead of the device 1 and a region 922 situated after the device 1 are spatially defined.
  • a first amount of earth 90 or the like (for example, gravel, sand, rocks, etc.) is arranged in the intermediate region 95 situated between the first face 21 and the earth to be stabilized, so as to form a first layer in the vicinity of the device 1 with a height approximately equal to the distance which exists between the lowest stabilizing mesh 4 and the ground 9.
  • the second portion 42 of a first stabilizing mesh 4, namely the one which is lowest in height, is then arranged (for example unrolling it) onto the layer of earth 90.
  • the next step is that of placing a second amount of earth 90 on the second portion 42 of the first stabilizing mesh 4, thus obtaining a layer which reaches approximately the level or height of a second stabilizing mesh 4 situated after the first stabilizing mesh. Similarly, the second portion 42 of the second stabilizing mesh 4 is placed on the earth 90.
  • the weight of the earth 90 exerts a pressing force on the stabilizing members 4 inserted inside it and these members therefore prevent overturning of the slab-like block 2 under the thrust of the earth 90.
  • the slab-like block 2 divides and breaks into sectors 27 along said weakening lines/grooves 28.
  • the adjacent sectors 27 therefore acquire a certain degree of freedom with respect to each other and in this way the device 1 is able to adapt better to the load determined by the stabilized earth 90, thus preventing the stresses from being able to damage the entire structure.
  • intense localized forces may be compensated for precisely by the small movement, in the example a rotation about an axis passing along each weakening line, of one sector 27 with respect to another sector.
  • each sector 27 is secured to the earth 90 by means of at least one stabilizing mesh 4 and is therefore individually associated with a respective layer of earth 90. This increases the capacity for adaptation to the load and the overall solidity of the device 1 installed.
  • the presence of the reinforcement 3 also limits the relative movement of the sectors 27 and also ensures that the slab-like block 2 nevertheless remains intact and that the sectors 27 cannot physically separate from each other.
  • the slab-like block 2 comprises a plurality of sectors 27 which are separate from each other and with each of which a stabilizing mesh is associated beforehand.
  • Figure 5A shows a barrier 80 during installation where the devices 1 have not yet been broken into sectors 27;
  • Figure 5B shows an installed barrier 80 where the slab-like blocks 2 of the devices 1 are divided into sectors 27 along the grooves 28.
  • Figures 6 and 7 a second embodiment of an earth retaining and stabilizing device 100 is illustrated. In this embodiment, parts which have the same function and structure retain the same reference number as in the embodiment previously described and therefore they are not described again in detail.
  • the device 100 comprises a slab-like block 102 which includes, as a single piece, a base panel 112 and a plurality of projecting bodies 125 which form bulges projecting from one side of said base panel 112 opposite to that intended to face the earth.
  • the thickness of the slab-like block 102 is not constant, but has a first thickness S1 corresponding to the base panel 112 and at least one second greater thickness S2, corresponding to a projecting body 125.
  • the projecting bodies 125 are arranged on said base panel 112 in a predefined arrangement, in the example a matrix of rows and columns, where each row is spaced from the adjacent row by a given interval P.
  • the projecting bodies 125 are formed so as to reproduce the appearance of pebbles, stones, rocks or similar elements.
  • the slab-like block 102 is provided with a plurality of stabilizing meshes 4 which are each fixed to the base panel 112, each in the region of a respective row of projecting bodies 125.
  • the base panel portions 112 which have a thickness S1 and interval P and are situated between a row of projecting bodies 125 and a row of projecting bodies 125 adjacent thereto, form weakening lines 128 - indicated by broken lines in Figure 6 - along which the slab-like block 112 is intended to break.
  • the slab-like block 112 is thus intended to be broken into a plurality of sectors 127 which each coincides with a row of projecting bodies 125.
  • each sector 127 is kept rigidly secured to the earth by means of a respective stabilizing mesh 4.

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  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Retaining Walls (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Claims (15)

  1. Dispositif (1, 100) pour retenir et stabiliser de la terre ou similaire, comprenant :
    - un bloc de retenue en forme de plaque (2, 102) ayant une épaisseur (S) prédéfinie comprise entre une première face (21) prévue pour faire face à une terre à stabiliser et une seconde face (22) opposée à la première face ; et
    - une pluralité d'éléments de stabilisation flexibles (4) associés avec ledit bloc de retenue en forme de plaque (2, 102) et ayant chacun une première partie (41) fixée audit bloc de retenue en forme de p laque (2, 102) et une seconde partie (42) faisant saillie de ladite première face (21) et prévue pour être incorporée dans la terre à stabiliser,
    caractérisé en ce que
    la première partie (41) de chaque élément de stabilisation flexible (4) est au moins partiellement incorporée de manière solidaire dans ledit bloc de retenue en forme de plaque (2, 102), le bloc de retenue en forme de plaque (2, 102) et les éléments de stabilisation flexibles (4) formant une structure préfabriquée,
    dans lequel la première partie (41) de chaque élément de stabilisation flexible (4) s'étend à l'intérieur de l'épaisseur du bloc de retenue en forme de plaque (2, 102) afin de former un renforcement du bloc de retenue en forme de plaque (2, 102).
  2. Dispositif (1, 100) selon la revendication 1, dans lequel la première partie (41) de chaque élément de stabilisation flexible (4) est agencée de manière sensiblement parallèle à ladite première face (21) et à la seconde face (22) du bloc de retenue en forme de plaque (2, 102).
  3. Dispositif (1, 100) selon la revendication 1 ou 2, comprenant des barres de renforcement (31) incluses dans l'épaisseur (S) du bloc en forme de plaque (2), les barres de renforcement (31) étant réalisées à partir de métal, de plastique ou de fibres de verre.
  4. Dispositif (1, 100) selon l'une quelconque des revendications 1 à 3, dans lequel lesdits éléments de stabilisation flexibles (4) sont des mailles, des toiles, des parties de tissu, des parties de tissu non tissé, des éléments réalisés à partir de métal, des éléments réalisés à partir de plastique ou des éléments réalisés à partir de fibres de verre.
  5. Dispositif (1, 100) selon l'une quelconque des revendications 1 à 4, dans lequel lesdits éléments de stabilisation flexibles (4) ont une épaisseur limitée par rapport à l'épaisseur (S) du bloc de retenue en forme de plaque (2, 102).
  6. Dispositif (1) selon l'une quelconque des revendications 1 à 5, dans lequel ledit bloc de retenue en forme de plaque (2) est en forme de treillis et a une pluralité d'ouvertures débouchantes (25) s'étendant à travers l'épaisseur (S) du bloc de retenue en forme de plaque (2) entre la première face (21) et la seconde face (22).
  7. Dispositif (1) selon la revendication 6, dans lequel lesdites ouvertures débouchantes (25) sont prévues avec des parties de maille (26), chacune desdites parties de maille (26) étant agencée dans l'épaisseur (S) du bloc de retenue en forme de plaque (2) et sensiblement parallèle à ladite première face (21) et à la seconde face (22) du bloc de retenue en forme de plaque (2), afin d'occuper l'ouverture débouchante (25) respective,
    dans lequel lesdits éléments de stabilisation flexibles (4) sont des mailles et chacune desdites parties de maille (26) fait partie de la première partie (41) de l'un desdits éléments de stabilisation flexibles (4).
  8. Dispositif (1, 100) selon l'une quelconque des revendications 1 à 7, dans lequel les éléments de stabilisation flexibles (4) sont ordonnés par palier le long de la première face (21) du bloc de retenue en forme de plaque (2, 102) sensiblement parallèlement entre eux, afin de former une configuration sensiblement en forme de peigne avec le bloc de retenue en forme de plaque (2, 102).
  9. Dispositif (1, 100) selon l'une quelconque des revendications 1 à 8, dans lequel le bloc de retenue en forme de plaque (2, 102) comprend des lignes de faiblesse (28, 128) ou des rainures à épaisseur réduite (28) formées sur le bloc de retenue en forme de plaque (2, 102),
    lesdites lignes de faiblesse (28, 128) ou rainures (28) définissant deux secteurs (27, 127) ou plus, consécutivement adjacents dans lequel ledit bloc de retenue en forme de plaque (2, 102),
    moyennant quoi ledit bloc de retenue en forme de plaque (2, 102), sous l'action d'une charge donnée, est prévu pour se casser d'une manière prédéterminée dans lesdits deux secteurs (27, 127) ou plus, le long desdites lignes de faiblesse (28, 128) ou rainures (28), chacun desdits secteurs (27, 127) étant associé avec au moins un élément de stabilisation flexible (4).
  10. Dispositif (1, 100) selon la revendication 9, dans lequel lesdites lignes de faiblesse (28, 128) ou rainures (28) sont ordonnées par palier le long de la seconde face (22) du bloc de retenue en forme de plaque (2, 102), sensiblement parallèles entre elles, décalées par rapport auxdits éléments de stabilisation flexibles (4).
  11. Dispositif (100) selon la revendication 9 ou 10, dans lequel le bloc de retenue en forme de plaque (102) comprend un panneau de base (112) et une pluralité de corps en saillie (125), formant une seule pièce avec le panneau de base (112), dans lequel lesdits corps en saillie forment des renflements qui sortent dudit panneau de base (112) sur un côté correspondant à ladite seconde face (22) du bloc de retenue en forme de plaque (102), de sorte que l'épaisseur du bloc de retenue en forme de plaque (102) comprend une première épaisseur (S1) correspondant au panneau de base (112), et au moins une seconde épaisseur (S2) supérieure à la première épaisseur (S1), correspondant aux corps en saillie (125),
    dans lequel les parties du panneau de base (112) avec une première épaisseur (S1) et intercalées entre les corps en saillie (125) forment lesdites lignes de faiblesse (128) ou rainures (28).
  12. Dispositif (1, 100) selon l'une quelconque des revendications 1 à 8, dans lequel le bloc de retenue en forme de plaque (2, 102) est divisé en deux secteurs (27, 127) ou plus consécutivement adjacents et physiquement séparés les uns des autres, dans lequel lesdits secteurs sont mutuellement déplaçables les uns par rapport aux autres sous l'action d'une charge donnée,
    chacun desdits secteurs (27, 127) étant associé avec au moins un élément de stabilisation flexible (4).
  13. Barrière (80) pour retenir et stabiliser de la terre, comprenant une pluralité de dispositifs (1, 100) selon l'une quelconque des revendications 1 à 12, lesdits dispositifs (1, 100) étant agencés les uns le long des autres.
  14. Procédé pour retenir et stabiliser de la terre, comprenant les étapes consistant à :
    a) prévoir au moins un dispositif (1, 100) comprenant un bloc de retenue en forme de plaque (2, 102) d'épaisseur donnée compris entre une première face (21) prévue pour faire face à une terre à stabiliser et une seconde face (22) opposée à la première face (21) et une pluralité d'éléments de stabilisation flexibles (4), dans lequel chacun desdits éléments de stabilisation flexibles (4) a une première partie (41) fixée audit bloc de retenue en forme de plaque (2, 102) et une seconde partie (42) faisant saillie à partir de ladite première face (21) et prévue pour être incorporée dans la terre ;
    b) agencer ledit dispositif (1, 100) sur le terrain verticalement ou avec une inclinaison sélectionnée par rapport à la direction verticale (96) et à une distance prédéterminée de la terre à stabiliser, afin de former une région intermédiaire (95) comprise entre ladite première face (21) du bloc de retenue en forme de plaque (2, 102) et la terre à stabiliser, lesdits éléments de stabilisation flexibles (4) étant agencés dans ladite région intermédiaire (95) ; et
    c) agencer des quantités données de terre ou similaire dans la région intermédiaire (95) intercalée entre la première face (21) et le bloc de retenue en forme de plaque (2, 102) et la terre à stabiliser, afin d'incorporer lesdits éléments de stabilisation flexibles (4) dans la terre,
    caractérisé en ce que
    ladite étape a) comprend une sous-étape consistant à fournir une structure préfabriquée formée par le bloc de retenue en forme de plaque (2, 102) et les éléments de stabilisation flexibles (4), dans lequel la première partie (41) de chaque élément de stabilisation flexible (4) est au moins partiellement incorporée de manière solidaire dans le bloc de retenue en forme de plaque (2, 102), la première partie (41) de chaque élément de stabilisation flexible (4) s'étendant à l'intérieur de l'épaisseur du bloc de retenue en forme de plaque (2, 102) afin de former un renforcement du bloc de retenue en forme de plaque (2, 102).
  15. Procédé selon la revendication 14, dans lequel le bloc de retenue en forme de plaque (2, 102) comprend une ou deux lignes de faiblesse (28, 128) ou rainures à épaisseur réduite (28),
    et dans lequel ladite étape c) est suivie par l'étape supplémentaire consistant à :
    d) casser, sous l'action d'une charge donnée de terre, ledit bloc de retenue en forme de plaque (2, 102) le long desdites une ou plusieurs lignes de faiblesse (28, 128) ou rainures (28), moyennant quoi on obtient une division du bloc de retenue en forme de plaque (2, 102) en deux secteurs (27, 127) ou plus adjacents entre eux.
EP20090786747 2008-07-29 2009-07-29 Stabilisation des talus Not-in-force EP2318595B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
SI200931238T SI2318595T1 (sl) 2008-07-29 2009-07-29 Zadrževalna stena
PL09786747T PL2318595T3 (pl) 2008-07-29 2009-07-29 Ścianka oporowa

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ITRM2008A000411A IT1391469B1 (it) 2008-07-29 2008-07-29 Dispositivo di contenimento e consolidamento di un terreno.
PCT/IB2009/053304 WO2010013210A2 (fr) 2008-07-29 2009-07-29 Dispositif de retenue et de stabilisation de terre

Publications (2)

Publication Number Publication Date
EP2318595A2 EP2318595A2 (fr) 2011-05-11
EP2318595B1 true EP2318595B1 (fr) 2015-05-13

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EP20090786747 Not-in-force EP2318595B1 (fr) 2008-07-29 2009-07-29 Stabilisation des talus

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EP (1) EP2318595B1 (fr)
ES (1) ES2543092T3 (fr)
IT (1) IT1391469B1 (fr)
PL (1) PL2318595T3 (fr)
PT (1) PT2318595E (fr)
SI (1) SI2318595T1 (fr)
WO (1) WO2010013210A2 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1404819B1 (it) 2011-02-10 2013-11-29 Betonform S R L Dispositivo di contenimento
WO2014003564A1 (fr) * 2012-06-28 2014-01-03 J.F. Karsten Beheer B.V. Système pour stabiliser un sol
CN107700525A (zh) * 2017-10-07 2018-02-16 湖南诚友绿色建材科技有限公司 钢筋砼生态柱板式挡土墙

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4824293A (en) * 1987-04-06 1989-04-25 Brown Richard L Retaining wall structure
IT1237757B (it) * 1989-11-10 1993-06-17 Rios Giovanni Da Pannello prefabbricato con supporto vegetativo, particolarmente per muri di sostegno

Also Published As

Publication number Publication date
ES2543092T3 (es) 2015-08-14
IT1391469B1 (it) 2011-12-23
PL2318595T3 (pl) 2015-11-30
WO2010013210A2 (fr) 2010-02-04
WO2010013210A3 (fr) 2011-03-24
PT2318595E (pt) 2015-09-10
EP2318595A2 (fr) 2011-05-11
ITRM20080411A1 (it) 2010-01-30
SI2318595T1 (sl) 2015-09-30

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