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EP1321585A2 - Treillis, notamment pour des gabions - Google Patents

Treillis, notamment pour des gabions Download PDF

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Publication number
EP1321585A2
EP1321585A2 EP02028247A EP02028247A EP1321585A2 EP 1321585 A2 EP1321585 A2 EP 1321585A2 EP 02028247 A EP02028247 A EP 02028247A EP 02028247 A EP02028247 A EP 02028247A EP 1321585 A2 EP1321585 A2 EP 1321585A2
Authority
EP
European Patent Office
Prior art keywords
leg
eyelet
mat according
lattice
grid
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.)
Granted
Application number
EP02028247A
Other languages
German (de)
English (en)
Other versions
EP1321585A3 (fr
EP1321585B1 (fr
Inventor
Thomas Dipl.-Ing. Rothfuss
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.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP1321585A2 publication Critical patent/EP1321585A2/fr
Publication of EP1321585A3 publication Critical patent/EP1321585A3/fr
Application granted granted Critical
Publication of EP1321585B1 publication Critical patent/EP1321585B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162—Connectors or means for connecting parts for reinforcements
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/124—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of metal
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • E04C5/04—Mats
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162—Connectors or means for connecting parts for reinforcements
    • E04C5/166—Connectors or means for connecting parts for reinforcements the reinforcements running in different directions
    • E04C5/167—Connection by means of clips or other resilient elements

Definitions

  • the invention relates to a mesh mat, in particular for gabion baskets, according to the preamble of claim 1.
  • Gabion meshes are known in which the ends of the Line and cross wires are bent into an eyelet. Through this Eyelets are attached to the individual mats and gabion baskets. By settling within the gabion baskets can become one with such mesh mats Broken welds of these eyelets come, which in turn can lead to bulging of the gabion baskets.
  • the invention has for its object grid mesh of the generic Type in such a way that with simple construction in the area of the eyelets, stretching and compression perfectly can be included.
  • the training according to the invention includes the eyelet Compensating section, from the upsets or bends that act on the eyelets while using the gabion baskets, can be recorded properly.
  • the eyelets at the junction can be easily expanded due to the expansion section and so one Oblique position of the wall crown can be generated in a simple manner.
  • the training according to the invention also makes an optimal one Welding point reached, which is a pure cross wire welding, so that the risk of breakage of the weld is surely avoided is. There is a risk of corrosion from damage to the weld thus also avoided.
  • the weld is also removed from the eyelet, so that the corrosion attack, which in the known Lattice mats first took place at the welding point of the eyelet, there now is completely excluded.
  • the grid mat according to the invention For example, expansion paths of about 3.5 mm and more can be achieved without tension building up in the wires, that can break the wire. It is advantageous further that the advantage of the training according to the invention Gabion construction, in which movements in the building are recorded can be reinforced. Depending on the training of the compensation or deformation section of the grid mat can do more or less large expansion or compression paths can be achieved.
  • the device shown in Fig. 1 serves, for example, as slope protection. It consists of a large number of each other connected, essentially the same wire baskets 1 to 6, so-called Gabions. They are with filling material (not shown), such as stones and / or earth and / or plants and / or insulating and / or noise protection materials.
  • the gabions 1 to 6 consist of grid mats, of which only one in FIG. 1 Mesh mat is shown. As explained with the Gabione 1 should, the side mesh mats have 7 trapezoidal shape, while the front grids 8, 9 and the floor and ceiling Lattice mats 10 and 11 have a rectangular or square outline. Through the trapezoidal grille mats 7 is achieved that the wall-like slope protection the desired has a sloping wall crown.
  • the grid mats 7 to 11 each consist of intersecting Line and cross wires 12 and 13, which are preferred in the crossing points are welded together.
  • the end sections 14, 15 are eyelet-like or loop-shaped, so that at the edge of the Lattice mat 7, a hanging or push-through eye 22 is formed.
  • eyelets 22 of the end sections 14, 15 become rod-shaped closure parts 16, 17 inserted.
  • Not all Wires 12, 13 must have the end compensation sections 14, 15 exhibit. Of course, only a few or only those can in the corner areas of the wire mesh 7 to 11 wires lying compensation sections exhibit.
  • the wire end portions 14, 15 or their eyelets 22nd be stretched or compressed, which is indicated by the following 2 to 48 described deformable design of the wire end portions 14, 15 is guaranteed.
  • Fig. 2 shows the compensation or edge end section 14 with the eyelet 22, bent back by a first leg 18 and a free one Leg 19 is limited.
  • the leg 18 is part of the associated Wire 12.
  • the leg 19 is parallel to that Leg 18 and on him. Both legs 18 and 19 are in the Plane of the wires 12 and on the perpendicular to them Wire 13.
  • the end 21 of the leg 19 forms a securing part, which is attached to the leg 18 behind the cross wire 13.
  • the Leg end 21 is wound helically around leg 18, that it points inwards away from the edge of the grid mat. In the embodiment is the end 21 about two to three times around Leg 18 wrapped and welded to it for a secure connection to ensure. This results in an optimal welding point, which corresponds to a cross wire welding point.
  • the eyelet 22 has an approximately semicircularly curved first section 22 'and a second straight section 22 "which is in plan view 3 obliquely to at a small acute angle Leg 18 runs and merges into the free leg 19.
  • the training differs from this embodiment according to 4 and 5 only in that the leg 19 with a lateral distance corresponding to the diameter of the wire 13 runs next to and above the leg 18.
  • the cross wire 13 then lies on the leg 18 and is overlapped by the leg 19.
  • this wire end section 14 is of identical design like the end section 14 according to FIGS. 2 and 3.
  • the legs are 18, 19 in parallel on top of and on top of each other.
  • the lower leg 18 lies on the cross wire 13.
  • the leg end 21 of the free Leg 15 is in accordance with the previously described embodiments wrapped behind the cross wire 13 and also has from the edge of the mesh mat to the inside.
  • the exemplary embodiment differs from this embodiment 8 and 9 only in that the cross wire 13, accordingly as in the embodiment of FIGS. 4 and 5, between the legs 18 and 19 that rest against him.
  • FIGS. 12 and 13 corresponds to the embodiment 4 and 5, the leg end 21 corresponding the previously described embodiment before the cross wire 13 lies.
  • the end section 14 according to FIGS. 14, 15 and 16, 17 corresponds the end portion of FIGS. 6, 7, the wound Leg end 21 lies in front of the cross wire 13.
  • the cross wire 13 is on the underside of the longitudinal wire 12, in the exemplary embodiment according to FIGS. 16, 17 on the line wire.
  • FIGS. 22 to 41 correspond essentially 2 to 21 with the difference, that instead of the wound leg end 21 a separate Securing part 23 is provided. With him, the Legs 18, 19 with each other or one of the legs with the cross wire 13 clamped connected.
  • the securing part 23 is designed as a sleeve, which is preferably consists of metal and on the legs 18, 19 to be connected or the cross wire 13 is clamped.
  • the securing part is located 23 behind the cross wire 13, while in the embodiments 30 to 37 lies in front of the cross wire 13.
  • the 22 and 23 is the same as the embodiment 2 and 3 and has the side by side in the plane of the longitudinal wires 12 lying legs 18, 19 through the securing sleeve 23 are connected to each other behind the cross wire 13.
  • the end section 14 according to FIGS. 24 and 25 corresponds to the embodiment 4 and 5.
  • the upper leg 19 is behind the cross wire 13 bent so far down that its free end next to the leg 18 in the plane of the longitudinal wires 12. Thereby can the free end of the leg 19 and the leg 18 simply connect with the securing sleeve 23.
  • the end section 14 of FIGS. 26 and 27 corresponds to the embodiment 6 and 7.
  • the securing sleeve 23 is arranged upright and engages behind the cross wire 13 the free end of the Leg 19 and the leg 18, which lie on top of each other.
  • FIGS. 28 and 29 corresponds essentially the embodiment of FIGS. 8 and 9 or 24 and 25.
  • the free end of the leg 19 is so far behind the cross wire 13 bent down so that it rests on the leg 18.
  • the standing Arranged securing sleeve 23 engages around the free end of the Leg 19 and leg 18.
  • the end section 14 according to FIGS. 30 and 31 corresponds to the embodiment 10 and 11.
  • the two legs 18 and 19 lie against each other in the plane of the longitudinal wires 12 and are connected to each other in front of the cross wire 13 by the securing sleeve 23.
  • the end section according to FIGS. 32 and 33 corresponds to the exemplary embodiment 12 and 13 or 30 and 31.
  • the cross wire 13 rests on the leg 18.
  • the legs lie 18, 19 on top of each other and are through the standing locking sleeve 23 connected to each other.
  • the leg 18 lies on the cross wire 13 on.
  • the Leg 19 following the eyelet 22 above and parallel to Leg 18.
  • the leg 19 is about the thickness of the leg 18 arranged offset on which the cross wire 13 lies.
  • the straight leg 19 runs not inclined. Its free end 21 is bent at right angles so that it rests laterally on the cross wire 13. Grips around the securing sleeve 23 the free leg end 21 and the cross wire 13.
  • the securing sleeve 23 is used in the described embodiments so applied that the free end of the leg 19 is not protrudes. This means there is no risk of injury or damage.
  • the end sections 14 according to FIGS. 23 to 41 are like the end sections 14 according to FIGS. 2 to 21 designed so that a risk of injury due to protruding wire ends and a risk of corrosion is safely avoided. It is also an optimal weld created and thus ensured that the desired inclination the wall crown can be created. There can be inclinations up to at least 16% can be achieved.
  • the legs 18, 19 are welded to the legs 26, 27.
  • the Open wire ends of the end sections 14, 15 protrude inwards.
  • a Tensile force F acts on the inclined leg 19 is deformed.
  • the illustration shows the leg 19 in its maximum deformed position in which it is parallel and, in side view seen, lies above the leg 18. Because of the elastic Deformation of the leg 19, the end portion 14 is rotated, so that the tension without damage to the end portion 14th can be included.
  • Fig. 45 shows the deformation of the leg 19 when over the closure part 17 a pressure force F acts on the eyelet 22.
  • the closure part 17 presses the leg 19 elastically upwards and is in the Area moved between the legs 18 and 19.
  • the Eyelet 22 expanded and the leg 19 raised so that it from the eyelet 22 is inclined downwards towards the end section 25. In this way, compressive forces (compressions) can be carried out without danger damage to the end section 14 is properly received become.
  • the wire end sections 14 according to FIGS. 46 to 48 are designed such that they have an even greater stretch or compression flawlessly be able to record.
  • at least one of the legs 18 has 19 a profile, such as a kink and / or a wavy one Bend 24 or the like.
  • the end section 14 according to FIG. 46 is the one adjoining the eyelet 22 Leg 19 bent in a V-shape and extends from the eyelet 22 from down to the area below the leg 18. Due to the V-shaped design of the leg 19 is a larger deformation path when tensile and compressive forces occur.
  • the leg 19 is wavy, in the exemplary embodiment with three shaft sections 24, profiled.
  • the profile 24 is designed so that it up to the area above and below the leg 18 extends.
  • the leg 18 is designed such that that it is in the area between the contact point of the cross wire 13 or its loop-shaped end section 15 and the eyelet 22 undulating.
  • the section 22 "of the eyelet 22 extends slightly over the leg 18.
  • the profiled design of the legs 18 and 19 can also in the Performance forms according to FIGS. 2 to 45 may be provided. It is further conceivable that both legs 18, 19 are profiled to even greater stretching or compression of the end sections To reach 14 or 15.
  • FIGS. 49 shows a device 1 with which embankments are secured, whose visible areas are preferably greened.
  • the facility consists of longitudinally and vertically connected, differently designed mesh mats 7, 8 and 10, 11. Im Such a device will follow with reference to FIGS. 49 to 53 described in more detail.
  • the grid mats 7, 8 and 10, 11 are over eyelets 22 and connected by them connecting parts 40.
  • the eyelets 22 are in accordance with the embodiments of FIGS. 2 to 48 with elastic deformable compensating sections 14, 15 provided to avoid occurring strains and compressions when using device 1 to record properly can.
  • a front grid mat 8 On the bottom grid mat 10 is at the edge 30 (Fig. 51) a front grid mat 8 connected.
  • the grid mats 10 and 8 are connected to one another by lattice mat 7 (FIGS. 49 and 53) and supported against each other. They are in the installed position Lattice mats 7 vertical. Over the length of the lattice mats 10 and 8 are such mesh mats 7 designed as support grids at a distance arranged from each other. Through the grid mats 7 is a spatial stable component created that with side by side and on top of each other same components to create an embankment can be connected.
  • the grid mat 10 is crossed by each other Lattice bars or wires formed. They preferably have the same Distance from each other and cross each other at right angles, so that rectangular meshes 31 are formed.
  • the grid mat 10 has illustrated embodiment rectangular shape. The two of them Narrow sides 32 and 33 and the ends forming a long side 30 the grid wires 12, 13 are bent into eyelets 22.
  • the the Long side 30 opposite long side 34 of the lattice mat 10 is formed by end wire 13 on which the ends of the grid wires 13 lying at right angles thereto, preferably without Supernatant are attached. All or only one can be used for the eyelets 22 Part of them with the previously described elastically deformable Compensating sections 14, 15 (cf. FIGS. 2 to 48) may be provided.
  • the grid mat 8 (Fig. 50) is again intersecting Rods and wires 12 and 13 formed, which are preferred to each other cut at right angles.
  • the rods 12 and / or 13 preferably have equal distance from each other, so that rectangular, preferably square meshes 35 are formed.
  • the grid mat 8 has Embodiment rectangular shape and same dimensions as that Lattice mat 10.
  • the narrow sides 36, 37 and one long side 38 of the grid mat 8 forming ends of the grid rods or wires 12, 13 are bent into eyelets 22, which again correspond to the embodiments 2 to 48 may be formed.
  • the the long side 38 opposite long side 39 is by the End-side lattice rod 13 is formed on which the eyelets 22 opposite Ends of the bars 12 are attached.
  • these rods 12 can be attached to the end rod 13 be that they don't survive him. This will make one Risk of injury when handling and / or installing the front grille safely avoided. It is also possible, as Fig. 50 shows, that the ends of the rods 12 opposite the eyelets 22 slightly protrude beyond the end rod 13.
  • the bars 12, 13 of the lattice mats 10 and 8 are at the crossing points firmly connected, preferably welded.
  • the Bars 12, 13 are preferably made of metallic material, the gives the respective grid 10, 8 optimal strength.
  • the grid mats but can also be made from plastic wires or rods his.
  • the front grid mat 8 has a smaller one Mesh size than the bottom mesh panel 10.
  • the mesh panels 8, 10 can also have the same mesh size.
  • the grids 8, 10 are along their long sides 38, 30 with a Connecting rod 40 (Fig. 52) to a prefabricated unit with each other connected.
  • the connecting rod 40 also consists of metallic material and is through the eyelets 22 of the grid 8, 10th plugged.
  • the rod 40 is at one end bent into an eyelet 41, the diameter of which is larger than that Diameter of the eyelets 22 to ensure that the rod 40 is not can slip through the eyelets 22 with its eyelet end 41.
  • Eyelet 22 attached, preferably welded.
  • the connecting rod 41 is so long that it through all Eyelets 22 on the respective long sides 30, 38 of the lattice mats 10, 8 can be inserted.
  • a fleece 42 (FIG. 49) is placed on the grid mat 8, preferably is a coconut fleece.
  • the fleece 42 serves as protection against erosion the embankment and as a green base.
  • This fleece layer 42 is at the upper end 43 on the projecting ends 44 (Fig. 50) Wires 12 inserted.
  • the wires 12 are not over the ends Rod 13 of the grid mat 8, then the fleece 42 on his End 43, for example with brackets or the like Connecting parts are connected to the grid mat 7.
  • the fleece 42 (not shown) Openings that in the installed position with the openings of the eyelets 22nd the grid mats 8, 10 are aligned.
  • the rod 40 When pushing the rod 40 not only are the grids 10 and 8 articulated with one another connected, but also the lower end 45 of the fleece 42 firmly the grid mat 8. This means additional fasteners for the fleece 42 is not required.
  • the fleece 42 is on the inside facing the lattice mat 10 the mesh mat 8 attached (Fig. 49).
  • the pre-assembled unit from the grid mats 10 and 8 and the fleece 42 is stiffened at the construction site with the grid mat 7. It is formed by wires and with connecting rods on the bottom Mesh mat 10 and connected to the front mesh mat 8. 53 shows, the grid mat 7 has three mutually parallel Wires 13, 13 ', 13 ", each at both ends to form an eyelet 22 are bent.
  • the rod 13 is the longest and the rod 13 "is the shortest.
  • the parallel rods 13, 13 ', 13 "lying opposite one another are separated by two ends Rods 12, 12 'connected to each other with their ends these rods are attached.
  • the wires 12, 12 'to 12 “' are preferably the same Distance from each other and perpendicular to the bars 13, 13 ', 13 ".
  • the grid mat 7 is mirror-symmetrical to its longitudinal center plane educated.
  • the length gradation of the wires 13, 13 ', 13 " is chosen so that the required slope angle ⁇ (Fig. 49) is reached becomes.
  • the side mesh mats 7 can optimally pull and compressive forces transferred so that the device is not damaged.
  • a reinforcement for example a grid can be. It extends over the grid mat 10 to the rear and is anchored in the ground.
  • a next grid mat 10 can be placed thereon be articulated again with a grid mat 8 and a fleece 42 connected is. You can also use the 7 in are supported against each other in the manner described. To this In this way, the device is also extended in the height direction.
  • the mesh mat 10 is possible to use to extend to the rear accordingly or another Lattice mat by means of a connecting rod 40 on the long side 34 to connect the grid mat 10 connected to the grid mat 8.
  • the mesh mat 7 is also useful on the inside with the Fleece 42 provided so that on this end side of the device Greening can be made.
  • the fleece 42 can except on its upper edge 43 and on its lower edge 45 also in the area between its edges with the Mesh mat 8 by additional fasteners, such as Brackets.
  • the facility described 1 and the lattice mats 7 can side by side and on top of each other be placed until the desired length and height of the to be erected Embankment is reached.
  • the fleece 42 can with respect to the subsequent greening in addition to coconut material from each other suitable material. Since the lattice mats 8, 10 and the fleece 42 is delivered to the installation site pre-assembled, simple installation of the device is possible because of the installation location only the grid mats 7 are to be attached to the unit. With Such an assembly is easy to carry out the rods 40.
  • a grid mat on the bottom 10 attached a mesh mat 47, which is advantageously made of wire exists, but can also be formed by a plastic grid.
  • the Lattice mat 47 is advantageous by crossing bars formed, which are firmly connected to each other at their crossing points are.
  • Simply connect to the grid mat 47 around the grid mat 47 to be able to, is the long side of the mesh mat 47 with eyelets 22nd provided, which are formed by the protruding wire ends.
  • she are corresponding to the eyelets according to FIGS. 2 to 48 with elastic deformable bent-back compensation sections.
  • the grid mat 10 is also different from the embodiment 49 to 53, on the long side 34 (Fig. 51) with appropriate eyelets.
  • the bars 12 of the grid mat 10 then project over the long side 34.
  • the connecting rod 40 (FIG. 52) can be inserted into the lattice mats 10 and 47 become. In this way, the grid mat 10 can be easily extend.
  • the grid mat 47 can be on the grid mat 10 opposite side with additional eyelets 22, so that also several mesh mats 47 can be hung together.
  • the connection the grid mats 47 are again carried out via the connecting rods 40.
  • the device 1 according to FIG. 54 has the same design like that according to FIGS. 49 to 53. In FIG. 54 is the clarity drawn in because of a side mesh mat.
  • the grid mat 10 there is one on the grid mat 10 Lattice mat 48 placed, which extend from the lattice mat 8 can and survives over the grid mat 10.
  • the grid mat 48 can be made of metallic material or plastic.
  • the Lattice mat 48 can be attached to the lattice mat 10 in a suitable manner so that it cannot slip. Otherwise, the 55 may be the same design as that 49 to 53. In Fig. 55 is for clarity the side grid mat is not shown.
  • the mesh mat 8 can be used individually Support rods 49 (Fig. 56) are supported on the grid mat 10.
  • the support rod 49 is with hooks at both ends 50, 51 provided with which he hung in the lattice mats 8, 10 can be. Then the hooks 50, 50 with corresponding Tools deformed into eyelets so that the support rods 49 are held captive on the device 1.
  • the support rods 49 are provided at the appropriate places in the facility and can therefore be of different lengths.
  • the support bars 49 are advantageously made of metal, so that they are in use occurring forces can safely absorb. Since the support rods in installed in the same way as the mesh mat 7 at the installation site is a very simple adjustment to the required Slope or slope angles possible.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Revetment (AREA)
  • Paper (AREA)
EP02028247A 2001-12-21 2002-12-16 Treillis, notamment pour des gabions Expired - Lifetime EP1321585B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE20120822U DE20120822U1 (de) 2001-12-21 2001-12-21 Gittermatte, insbesondere für Gabionenkörbe
DE20120822U 2001-12-21

Publications (3)

Publication Number Publication Date
EP1321585A2 true EP1321585A2 (fr) 2003-06-25
EP1321585A3 EP1321585A3 (fr) 2005-07-13
EP1321585B1 EP1321585B1 (fr) 2012-08-22

Family

ID=7965561

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02028247A Expired - Lifetime EP1321585B1 (fr) 2001-12-21 2002-12-16 Treillis, notamment pour des gabions

Country Status (4)

Country Link
US (1) US6857817B2 (fr)
EP (1) EP1321585B1 (fr)
DE (1) DE20120822U1 (fr)
ES (1) ES2393281T3 (fr)

Cited By (1)

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DE102006038131B3 (de) * 2006-08-14 2008-04-10 Hubert Nacken Verfahren zum Herstellen von Gabionenkörben

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KR100439417B1 (ko) * 2003-06-17 2004-07-09 허수영 개비온 단위체와 이것을 포함한 개비온 철망
ITBO20030538A1 (it) * 2003-09-16 2005-03-17 Maccaferri Spa Off Dispositivo di rinforzo e gruppo di rinforzo
GB0403109D0 (en) * 2004-02-12 2004-03-17 Hesco Bastion Ltd Apparatus for the creation of outer surfaces for structures
US20090151293A1 (en) * 2004-06-29 2009-06-18 Ryan Christman Bastions for Force Protection and Military Applications
ES2644750T3 (es) 2005-11-24 2017-11-30 Hesco Bastion Limited Gaviones
US8721229B2 (en) 2005-11-24 2014-05-13 Hesco Bastion Limited Gabions
DE102007023237B4 (de) * 2007-05-18 2009-01-29 Bluhm & Plate Kg Drahtkorb für Steine
FR2943080B1 (fr) * 2009-03-13 2016-09-30 Inoxys S A Elements du type gabions pour la realisation de constructions tels que des murs, des merlons ou similaires
DE102016006629B3 (de) * 2016-06-03 2017-10-26 Axel Friedhoff Geschweißter Verbindungsabschluss und Drahtkorb hiermit sowie Fertigungsverfahren hierfür
EP3456885B1 (fr) 2017-09-13 2024-06-05 Propex Operating Company, LLC Structure à base de géotextile pour l'amélioration de la croissance végétative et la résistance à l'érosion
CN112942247A (zh) * 2021-04-07 2021-06-11 河北乾烨金属制品有限公司 石笼网箱及组装方法
CN115194053B (zh) * 2022-09-16 2022-11-18 定州市精锐机械科技有限公司 六角石笼网编织机的织网装置

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EP1321585A3 (fr) 2005-07-13
US6857817B2 (en) 2005-02-22
DE20120822U1 (de) 2002-03-21
ES2393281T3 (es) 2012-12-20
US20030145526A1 (en) 2003-08-07
EP1321585B1 (fr) 2012-08-22

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