EP1641981B1 - Module polyvalent pour la realisation de murs de gabion - Google Patents

Module polyvalent pour la realisation de murs de gabion Download PDF

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Publication number
EP1641981B1
EP1641981B1 EP04739903A EP04739903A EP1641981B1 EP 1641981 B1 EP1641981 B1 EP 1641981B1 EP 04739903 A EP04739903 A EP 04739903A EP 04739903 A EP04739903 A EP 04739903A EP 1641981 B1 EP1641981 B1 EP 1641981B1
Authority
EP
European Patent Office
Prior art keywords
cross
pyramid
wire
tube
wire ropes
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
Application number
EP04739903A
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German (de)
English (en)
Other versions
EP1641981A1 (fr
Inventor
Lucillo Santorum
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.)
Lasar Srl
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Lasar Srl
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Publication date
Application filed by Lasar Srl filed Critical Lasar Srl
Publication of EP1641981A1 publication Critical patent/EP1641981A1/fr
Application granted granted Critical
Publication of EP1641981B1 publication Critical patent/EP1641981B1/fr
Anticipated expiration legal-status Critical
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Classifications

    • 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
    • E02D29/0208—Gabions

Definitions

  • ballast gravel which are carried along the banks of rivers or along coasts to prevent overflowing the rivers and erosion of the coasts.
  • This wire ballast Verhaue have mostly prismatic shape, are made of grids made of galvanized steel wire and filled with stones or gravel.
  • prismatic box-shaped baskets of galvanized steel wire are used, which are covered with a plastic sheath, with transverse stiffening Partitions are equipped and filled with large stones.
  • this wire ballast entails considerable problems, be it in the laying phase, in particular when laying the first layer of wire ballast boxes which are exposed to the action of the flowing water and often laid on irregular ground, which is constantly exposed to erosion, as well as during the following final stages, during the repair work and / or the subsequent enhancement work.
  • the known wire ballast boxes have in relation to the surface exposed to the flow of a modest weight and can not be installed in the flowing water in practice because they would be adjusted by the water flow, or from the swell. Because of the relatively modest dimensions of the known Drahtschotterhimsten must be largely by hand or at least by means Workers exposed to hazards and forced to work equipped with boots in the water. Furthermore, the lattice structure of said wire ballast boxes is not very stable, so that even when laying this or at the beginning of the filling, easily excessive deformations occur which make the laying of the parent wire ballast boxes in question or difficult.
  • tie rods which should prevent deformation of the lattice walls, in particular when filling the wire boxes.
  • tie rods which consist of, hingedly connected, metal rods which are mounted in the central region of the grid surfaces, although a greater buckling of the lattice walls can be prevented to the outside while the overall geometric shape of the box and the shape of the lattice walls, especially when exposed from external stress, not stabilized.
  • the object of the invention is to provide a polyvalent module for the creation of wire ballast scrapers which is easy to assemble and transport, which is suitable for giving these structures a remarkable dimensional stability during installation, and subsequently for fracturing during filling or when loads occur prevent a limited adaptation of the structure is possible, which has such a relationship between weight and the surface exposed to the flow of water, which allows a safe and definitive installation even in moving waters and / or on precarious ground.
  • the invention proposes the use of a polyvalent module with articulated pyramidal structure before which acts as a reinforcement for the lattice structure of the individual wire ballast boxes which in turn are variously assemble and can be used for Drahtschotterverhaue different form.
  • the invention proposes the use of a structure which is known per se as an avalanche barrier element or as a consolidation element and is always anchored to the apex by means of plates, tie rods or anchor piles on slopes and is equipped with a network exclusively in the pyramid base area and which as a barrier, for the purpose Retention of the snow masses flowing downwards is effective.
  • the well-known pyramid structure consists essentially of a base which is formed by four cross-shaped profiles which are articulated at the end of a pipe or a profile and made of wire ropes which the outer Connect ends of the four cross-shaped profiles by defining a square or rectangular circumference; the same ends of the cross-shaped profiles are further connected by wire cables with the free end (apex of the pyramid) of the profile or tube which occupies the position of the pyramid height.
  • the articulated pyramid structure is used as the basic module for the creation of various reinforcing structures of wire ballast, wherein it assumes the holding and supporting function for a wire ballast box or a lattice structure consisting of several surfaces as a single module or in combination with a plurality of modules or module parts hinged way prevents excessive deformation of the individual surfaces and the overall shape of the wire ballast Verhaues and also acts as a ballast and as a considerable reinforcement of the mounting front or mounting fronts of Drahtschotterverhaues.
  • a grid may be attached to each of said pyramidal structures to hold the stones together, which is inside the cross-shaped profiles and inside or outside the wire ropes connecting the outer ends of said base profiles to the apex, the said Possibility, after completion of filling, a pyramidal wire ballast box or, in upwardly extending grids in the region of the vertex, a gore-shaped wire ballast box to form.
  • a pyramidal wire ballast box or, in upwardly extending grids in the region of the vertex a gore-shaped wire ballast box to form.
  • the free spaces in turn may be filled with stones, with or without the use of gratings.
  • Drahtschotterverhaues in the case of a shore or coastal fortification, formed by the structures of the bases of the pyramids while ground consolidations this front the terracing or barrier forms which anchored by the, possibly on a slope generated gradation, applied Drahtschotterverhau is.
  • the pyramid structures according to the invention are easy to manufacture and easy to install, they possibly allow pre-assembly and subsequent transport to the site, possibly by helicopter, this is also possible in the case of already equipped with grid pyramid structures.
  • the pyramid structure acts as ballast and prevents the wire ballast box from being driven off by the water flow.
  • a second cross-shaped structure which corresponds to that on the pyramid base and the same of four articulated, at the second end of said tube or Profiles, specified profiles exists.
  • the profile ends of each cross assembly can be connected by wire ropes to the opposite end of the connection pipe or profile creating a structure for a prismatic wire ballast box, wherein the connection pipe or Profile runs along the longitudinal axis of the prism.
  • the attachment of the wire ropes which are attached to the outer ends of the cross-shaped profiles are also attached at a point in the central region or outside the center of the longitudinal extent of the tube or the profile or at two separate spaced points.
  • the prismatic wire ballast box in this case is formed of grids which are mounted within the two cross arrangements and inside or outside the wire ropes, which are the respective outer ends of the cross-shaped profiles of the pyramid structures which are connected by a pipe or profile and define the longitudinal edges of the prism ,
  • the Drahtschotterverhau which is created according to the invention is offered by placing, extending vertically, tubes or profiles in the region of the cross arrangements of the composite pyramid structures to provide another wire ballast box which at the four vertical edges of said patch tubes or profiles together with any in between attached connecting and / or twisting wire ropes, is supported.
  • the grid which forms the outer surface at the end of the Verhaues be equipped with a pyramidal structure, wherein the connecting pipe or profile which extends according to the pyramid height, with the dacasrohr- or profile which connects the two cross-arrangements or with a other structural element, can be connected.
  • the wire ballast structures thus created can be completely filled with mechanical means.
  • the connecting wire ropes, between the outer ends of the cross-shaped arranged profiles and the connecting tube or profile between the two cross assemblies can be replaced by wire cables which connect said ends of the profiles of a cross assembly with those of the opposite cross arrangement, wherein they are parallel to each other and the longitudinal edges of the prism corresponding, or the diagonal of the outer surfaces Corresponding to the prism, or the space diagonals accordingly and overlap.
  • a cube-shaped but also a prismatic wire ballast box can be equipped with an articulated cross arrangement on all outer surfaces, the tubes or profiles which are equipped with the articulated connection part being connected in the central region of the geometric body.
  • this structure allows the complete or partial recovery of the structural elements, without emptying the thus created wire ballast cage, by loosening the fasteners at the outer ends of the cross-shaped profiles, by turning the profiles outward in the manner of a reverse umbrella and possibly loosening the grid and Extracting the connecting pipes or connecting profiles if they are arranged like a cross without being connected to each other.
  • Fig. 1 is a perspective view of a known pyramid structure which is installed as an avalanche barrier element with vertex anchored to the ground.
  • Fig. 1a shows a side view of the detail of the articulation between the cross-shaped profiles which form the base of the pyramidal structure shown in Fig. 1 and the pipe or profile end which forms the apex of the pyramid with the opposite end.
  • Fig. 2 shows schematically a support structure according to the invention for a prismatic wire ballast box which is formed from the assembly of two pyramidal modules, wherein the apex of each of the pyramids corresponds to the joint at the base of the corresponding assembled pyramid.
  • Fig. 2a shows schematically in plan view the construction of a Drahtschotterverhaues means of several shown in Fig. 2 modules which are aligned among themselves.
  • Fig. 3 shows schematically a support structure according to the invention for a prismatic wire ballast box which is formed by the assembly of two pyramid modules, the apex of the pyramids are located at the midpoint on the connecting pipe or profile of the two bases of the assembled pyramids.
  • Fig. 4 shows schematically in plan view a polygonal Drahtschotterverhau in plan view which is composed of modules according to the invention.
  • Fig. 5 shows schematically in perspective the creation of a cube-shaped wire ballast box whose shell is reinforced by four pyramidal elements, wherein the cross-arrangements of the four lateral faces of the cube Cover and the connecting tubes or profiles are interconnected inside in the center of the cube.
  • FIG. 5a shows schematically in plan view the creation of a Drahtschotterverhaues means of several shown in Fig. 2 modules wherein the end face of the wire ballast box is reinforced at the end of the structure by a third pyramid element.
  • FIG. 6 shows a front view of a filled according to the invention reinforced, prismatic wire ballast box which is provided above with a body structure with encircling grid to be filled from above with stones.
  • the pyramidal structure which forms the basic module (FIG. 1, 1a) for the reinforcement and support of a wire ballast box essentially consists of a tube or profile 3 which at one of the ends has a connecting part 2 on which the ends of the crosswise arranged profiles 1 are articulated ,
  • the flanges 1a which project at one of the ends of the profile 1 are provided with a through bore 1b in order to be fixed by means of pins or bolts 4 on a connecting element 2 which has corresponding bores.
  • the outer ends of the profiles 1 are connected by a wire 6 to form the base of the pyramid, these outer ends are further connected by wire ropes 5 with the apex of the pyramidal structure which is formed by the free end of the tube or profile 3 while at the other end the connecting element 2 is provided.
  • the free end of this tube or profile 3 may be provided with a connecting element 2 to which further cross-shaped and articulated fixed profiles 1, mirror images of those at the opposite end, are provided.
  • a structure of a double pyramid wherein the wire ropes 5 which at the outer Ends of the cross-shaped profiles 1 are attached, are attached to the second end of the connecting element 2 of the opposite cross assembly (Fig. 2).
  • the outer ends of the profiles 1 of the two cross assemblies can further be connected to each other via wire ropes 7 without precluding that these wires cross each other.
  • the grids constituting the wire ballast box are arranged inboard at the cross arrangements of the profiles 1, while the grids constituting the rest of the unwinding of the wire ballast box are fixed inside or outside the wire cables 7 which define the longitudinal edges of the box.
  • the wire ropes 5 which connect the outer ends of the profiles 1 to the tube or profile 3, or to the connecting elements 2 in the middle region of the longitudinal extent of the tube or profile 3, or at two spaced points; the anchoring of the wire ropes 5 a cross arrangement can be carried out at the closer or at the farther point, wherein in this latter case, an overlap between the wire ropes 5 takes place.
  • the prismatic structure of a wire ballast basket reinforced by the pyramidal module according to the invention can also be reinforced on one (Fig. 5a) or on several (Fig. 5) further surfaces by providing another pyramidal element whose tube or profile 3, forming an angle of 90 °, on the connecting tube or profile 3 which connects the two cross-arrangements of the support structure or is fixed to another element of the pyramidal structure.
  • a particular embodiment of the support structure for a wire ballast box which preferably has the shape of a cube (FIG. 5), but without precluding a prismatic shape, arises from the fact that on each of the four side surfaces of the cube and possibly also on the base surface and the upper surface Profiles 1 formed cross assembly together with the corresponding connecting elements 2 and the connecting pipe 3, which possibly with is associated with that of the second or third pair of cross arrangements is provided.
  • This structure also offers the advantage that by mutual fixing of the corresponding outer ends of the cross-shaped profiles 1, the entire structure is stable, wherein the cross-assemblies are provided with circumferential wire ropes 6.
  • Such a structure makes possible the complete or partial recovery of the elements by releasing the fixings at the outer ends of the cross-shaped profiles 1 by folding them over the lattices 11 as a reverse screen and releasing the connecting tubes or connecting profiles 3 preferably upwards, are pulled through the loose superimposed material.
  • each individual pyramidal element may be provided with a metal grid, or several pyramidal elements may be connected such that a composite, e.g. polygonal structure is created, which is equipped with a metal grid.
  • the pyramidal element and the structures composed of two or more pyramidal elements may be provided with vertical structural elements 9 ( Figure 6) which protrude above the top surface of the wire ballast box at the top corner regions of the structure around the top ends 9a with wire ropes 9b and any diagonal wire cables 9c to be connected and equipped with a grid 10 for the purpose of forming another wire ballast cell for increasing the Verhaues.
  • the grids 10, 11 which form the wire ballast box may be of different types and possibly superimposed in more layers, furthermore, separate grids may be used for the individual surfaces of a wire ballast box, which at the edges below and / or on wire cables or other structural elements of the Support modules are attached.

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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)
  • Revetment (AREA)
  • Input Circuits Of Receivers And Coupling Of Receivers And Audio Equipment (AREA)
  • Thermistors And Varistors (AREA)
  • Piezo-Electric Or Mechanical Vibrators, Or Delay Or Filter Circuits (AREA)
  • Networks Using Active Elements (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Claims (4)

  1. Module polyvalent pour la réalisation de murs de gabion, où le module est pyramidal, comprenant quatre premiers profilés (1) disposés en croix qui forment la base de la pyramide et sont appliqués de manière articulée à un élément de raccord (2) qui est fixé à l'extrémité d'un second profilé ou tube (3) qui s'étend conformément à la hauteur de la pyramide, où les extrémités externes de ces premiers profilés (1) disposés en croix sont unies entre elles par des premiers câbles métalliques (6), où ces mêmes extrémités sont unies par le biais de seconds câbles métalliques (5) à l'extrémité libre du tube ou second profilé (3) ou à un point distant de l'élément de raccord (2) sur le tube ou second profilé (3), où le module comprend aussi au moins un élément grillagé (11), où l'élément grillagé ou les éléments grillagés (11) sont appliqués à la pyramide pour créer une caisse en treillis métallique, et où les éléments grillagés (11) sont appliqués à l'intérieur par rapport aux premiers profilés (1) disposés en croix et formants la base de la pyramide et à l'intérieur ou à l'extérieur par rapport aux deux seconds câbles métalliques (5) adjacents qui définissent les arêtes latérales de la pyramide.
  2. Module selon la revendication 1, où le tube ou second profilé (3), dans le but de former une seconde disposition en croix des premiers profilés (1) est aussi pourvu à l'autre extrémité d'un élément de raccord (2) pour la fixation articulée d'autres premiers profilés (1) disposés en croix, où d'autres seconds câbles métalliques (5) unissent les extrémités externes de ces premiers profilés (1) de la seconde disposition en croix fixés aux deux extrémités du tube ou second profilé (3) ou à l'extrémité opposée du tube ou second profilé (3) ou bien à l'élément de raccord (2) prévu sur cette extrémité, où les extrémités externes des premiers profilés (1) des deux dispositions en croix distantes sont unies par le biais de troisièmes câbles métalliques (7) parallèles et/ou le cas échéant qui se coupent et où d'ultérieurs éléments grillagés (10, 11) formants la caisse en treillis métallique sont fixés à l'intérieur aux deux dispositions en croix et à l'extérieur ou bien à l'intérieur des câbles métalliques (7) qui déterminent les arêtes longitudinales et les diagonales des superficies latérales de la structure prismatique.
  3. Module selon la revendication 2, où les troisièmes câbles métalliques (7) qui unissent les extrémités externes des premiers profilés (1) d'une disposition en croix à celles de la disposition en croix opposée, sont disposés suivant les diagonales de la structure prismatique.
  4. Module suivant la revendication 2, où les câbles métalliques (5) qui unissent les extrémités externes des premiers profilés (1) des deux dispositions en croix au tube ou second profilé (3), relativement à leur extension longitudinale, sont fixés centralement en un unique point ou bien en dehors du centre ou bien en deux points distants et plus précisément avec la possibilité de fixation au point le plus proche à la disposition en croix ou bien plus distant où les seconds câbles métalliques (5) se coupent.
EP04739903A 2003-06-18 2004-06-15 Module polyvalent pour la realisation de murs de gabion Not-in-force EP1641981B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT000033A ITBZ20030033A1 (it) 2003-06-18 2003-06-18 Modulo polivalente per la realizzazione di strutture gabbionate
PCT/EP2004/006433 WO2004111351A1 (fr) 2003-06-18 2004-06-15 Module polyvalent pour la realisation de murs de gabion

Publications (2)

Publication Number Publication Date
EP1641981A1 EP1641981A1 (fr) 2006-04-05
EP1641981B1 true EP1641981B1 (fr) 2008-01-16

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ID=33548850

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04739903A Not-in-force EP1641981B1 (fr) 2003-06-18 2004-06-15 Module polyvalent pour la realisation de murs de gabion

Country Status (6)

Country Link
EP (1) EP1641981B1 (fr)
AT (1) ATE384170T1 (fr)
DE (1) DE502004005971D1 (fr)
ES (1) ES2299840T3 (fr)
IT (1) ITBZ20030033A1 (fr)
WO (1) WO2004111351A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3134124A1 (fr) * 2022-03-30 2023-10-06 Sbj & Co Sa Structure de soutènement et dispositif de soutènement correspondant

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2500864A1 (fr) * 1980-12-19 1982-09-03 Zimmermann Eugene Armature de liaison et de renforcement incorporee au gabion metallique
IT1284463B1 (it) * 1996-07-03 1998-05-21 Valsella Meccanotecnica Spa Sistema modulare di protezione a rapida messa in opera

Also Published As

Publication number Publication date
ES2299840T3 (es) 2008-06-01
ATE384170T1 (de) 2008-02-15
ITBZ20030033A1 (it) 2004-12-19
EP1641981A1 (fr) 2006-04-05
WO2004111351A1 (fr) 2004-12-23
DE502004005971D1 (de) 2008-03-06

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