EP0202552B1 - Elément tridimensionnel fait de panneaux en treillis - Google Patents

Elément tridimensionnel fait de panneaux en treillis Download PDF

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Publication number
EP0202552B1
EP0202552B1 EP86106306A EP86106306A EP0202552B1 EP 0202552 B1 EP0202552 B1 EP 0202552B1 EP 86106306 A EP86106306 A EP 86106306A EP 86106306 A EP86106306 A EP 86106306A EP 0202552 B1 EP0202552 B1 EP 0202552B1
Authority
EP
European Patent Office
Prior art keywords
latticework
rods
mats
vertical
horizontal
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.)
Expired
Application number
EP86106306A
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German (de)
English (en)
Other versions
EP0202552A1 (fr
Inventor
Lászlo Dr. Czinki
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Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to AT86106306T priority Critical patent/ATE39272T1/de
Publication of EP0202552A1 publication Critical patent/EP0202552A1/fr
Application granted granted Critical
Publication of EP0202552B1 publication Critical patent/EP0202552B1/fr
Expired legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/02—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise
    • E01F8/021—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise with integral support structure
    • E01F8/025—Gabion-type
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • 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
    • 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
    • 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 invention relates to a space element for the erection of noise barriers on highways and industrial plants and for slope fastening and interior design, which is filled with soil, with stones and / or other materials and planted and connected to other similar elements, consisting of a open top and bottom, mesh basket composed of mesh with interconnected vertical and horizontal bars.
  • So-called noise barriers are being built on busy roads as part of environmental protection efforts in living areas. The same applies to living areas that are close to industrial plants and that are protected against the noise generated by industrial plants by means of appropriate protective walls.
  • the simplest type of such a protective wall is that of a correspondingly high earth wall, which is built parallel to the longitudinal axis of the road or of the noise generator. Often these earth walls are planted afterwards, which provides additional sound shielding. In addition, the roots of the planting serve to secure the earth wall.
  • the disadvantage is that such earth walls require a relatively wide strip next to the roadway due to their wide base.
  • Such elements are known from DE-U-7 705 157, DE-U-7 638 926 and AT-B-362 308.
  • the baskets are composed of individual mesh mats. They are connected by rods which are inserted into eyelets formed at the ends of the rods. To hold the stones together, such a basket has side walls, a lid and a base. It is not possible to nest several baskets and it is not necessary because of the weight of the stones.
  • the invention has for its object to provide a transport and assembly friendly, variable and to be connected with other shear stable room element, with the help of a stable noise barrier or a stable protective wall can be built.
  • the object is achieved by the features of the characterizing part of claim 1, namely in that the vertical rods protrude above and below the horizontal rods, which are both made of steel or plastic, on both longitudinal sides of the grid mats which are rectangular in plan view, that the horizontal rods form joints with the vertical bars at the corners of the lattice basket, that at the corners horizontally extending eyelet diagonal bracing bars are placed on vertical bars of a short side and a lattice mat forming a long side and that vertical bars arranged at the corners have connecting hooks or ends that can be bent to form such .
  • Such a space element is advantageously easy to transport due to the selected construction and can be installed at the installation site of the protective wall without great effort.
  • the individual mesh baskets which are open at the top and bottom, are simply unfolded, stacked and placed next to each other, initially only stabilized by the diagonal bracing bars and connected in the vertical direction with connecting hooks to the mesh basket placed underneath or above them, and then filled with earth after each completed position and slightly compressed, so that the grid basket as such represents an advantageous reinforcement that enables the creation of a fairly steep and therefore space-saving protective wall. It is harmless if the soil material once filled into such a mesh basket that is open at the top and bottom occurring rain or other erosion is partially carried out, because it is caught and stopped by the grid baskets below and offset to it.
  • the subject of the invention is also characterized in that, by dispensing with a base, a connection to the natural soil remains, both the supply of the protective wall with water from below as well as with the bacteria and with animals such as Worms ensures. After the protective wall has been erected, the result is a homogeneous whole that is fully integrated into the landscape and the landscape in every respect.
  • connecting rods between the vertical rods of the grid mat in addition to the diagonal bracing bars in the area of the greatest load on the grid mats forming the long sides.
  • a simple and expedient design of the mesh baskets in an articulated design is created according to the invention in that the horizontal bars of the short mats of the short sides of the lattice mats forming the rectangular plan in the top view are formed at the end to the final vertical bar of the long mats forming the long mats.
  • the bending of such web ends is much easier than the assignment of separate articulated individual components to such baskets. Thanks to the simple, articulated design, the entire mesh baskets can be prepared in the manufacturing plant to such an extent that they only have to be set up and locked in place.
  • the bottom horizontal bar of the lattice mats lying opposite one another forming the short sides of the rectangular lattice basket is in each case different from the other horizontal bars at the end below, formed bent under the bottom horizontal bar of the mat forming the long side.
  • mesh baskets with the same dimensions are used. Since they can be arranged vertically one above the other and once offset in relation to one another in a wide variety of ways, and an arrangement rotated by 90 ° is also possible, there is an enormous variety of designs of such a protective barrier even with only one size. It is particularly useful to have mesh mats of 100 x 70 or 150 x 70 cm and mesh mats of 50 x 70 cm combined to form mesh baskets. These rectangular structures enable a domino-like arrangement in the vertical and horizontal directions and thereby an advantageous stability of the entire protective wall. By means of two grid baskets of different lengths, three grid baskets, for example, can then be placed at right angles to a grid basket underneath, which further increases the diversity of the overall system.
  • the individual lattice baskets have coupling rods projecting laterally over the lattice mats, which can be connected to coupling rods of adjacent lattice baskets, or that such coupling rods can subsequently be connected to coupling parts provided there.
  • the simplest design is to provide locking plates at the ends of the coupling rods, which fix the coupling rod to the outer or inner mesh mat of the two adjacent mesh baskets, so that the distance between the adjacent mesh baskets is thereby predetermined. So it is possible to connect lattice baskets to each other, which are arranged on the outside of an earth wall at a distance from each other and in which the The space is simply filled with soil.
  • the lattice mats consist of horizontal and vertical bars welded together at the interfaces, the shorter vertical bars preferably being arranged on the inside of the lattice basket after assembly.
  • Such a wire mesh mat can be produced relatively inexpensively using existing devices, which can in principle be the welding mesh mat also referred to as construction mat. These must then be joined together to form mesh baskets by cutting or bending the ends of the horizontal bars.
  • erosion protection measures on protective walls constructed according to the invention can be increased by assigning erosion protection mats to the mesh mats, which are clipped onto the vertical bars and / or horizontal bars for this purpose. In this way, the erosion can be specifically prevented or also directed to areas where it is advantageous for the solidification of the entire protective wall.
  • the grid baskets are to be used according to the invention for the erection of protective walls of practically any size. In addition, they can also be used for slope mounting or interior design. Finally, it is also conceivable to use these lattice baskets, in particular if they are provided with a bottom, for humus formation, one of the lattice mats advantageously being detachably connected to the adjacent lattice mat for emptying such lattice baskets, so that emptying can take place in the manner of a container .
  • connection clamps can also be used to connect the grid mats of a folded grid basket to one another for easy transportation.
  • the connecting clamps can then be used as intended for connecting lattice baskets which are set up next to one another and filled with earth or other materials.
  • the invention is characterized in particular by the fact that a spatial element is created that can be used very variably, both for noise barriers and for other purposes.
  • This room element is particularly characterized by a low price and high ease of transport and installation.
  • the builder of such a protective wall is given the opportunity to optimally adapt the protective wall to the existing conditions without extensive construction work.
  • This adaptation relates both to the height of such a protective wall and to its overall shape.
  • the mesh baskets can be placed vertically on top of each other or form a staggered wall, whereby there is always enough planting space due to the large open area.
  • such a protective wall has a high stability and an advantageous integration into the subsurface or to the subsurface, so that an overall homogeneous system results. Drying out the core of the earth needed for planting is made so much more difficult simply by the connection to the subsoil that it can be regarded as excluded.
  • FIG. 1 The reproduction of a protective wall (1) selected in FIG. 1 clearly shows the steep walls with which such a protective wall can be formed if it is composed of the lattice baskets (2, 3, 4) according to the invention.
  • Soil (5) is filled in between these individual mesh baskets (2, 3, 4), it becoming clear that these individual mesh baskets (2, 3, 4) form an advantageous reinforcement of the entire wall, since they also have the same in their interior Take up soil (5).
  • the outer wall given in this way can advantageously be used for the planting (6), a step-like wall, possibly also a very steep wall, depending on how the individual mesh baskets (2, 3, 4) are stacked on top of one another.
  • Such a lattice basket (2) or (3) or (4) is composed of longer lattice mats (8) and shorter lattice mats (9), these being horizontal bars (10, 10 ') and vertical bars (11, 12, 13), which are welded together.
  • arches (14, 15) are provided, which are preferably achieved by bending the horizontal bars (10) inwards. In this way, a fully effective joint (24) is formed in the region of the corner (23) in an advantageous and simple manner.
  • diagonal bracing bars (16) are pushed or placed on the vertical bars (11, 12, 13) and can thus be arranged at the production site with little effort. It is also conceivable that they are only fixed on one side and are transported as such with the respective mesh mat, in order then to be finally assembled as a diagonal brace after setting up the mesh basket (2, 3, 4).
  • a connecting rod (17) is additionally provided, which, as can be seen from FIGS. 2, 4 and 5, is simply hung in the horizontal connecting rods becomes.
  • FIG. 2 shows the mesh basket (2, 3, 4) in the extended position
  • FIG. 3 shows it in the folded state, the mesh mat (8) lying closely on the mesh mat (8 ') or the wire mesh mat (8, 9 ) lie close together.
  • Fig. 4 shows a side view of a mesh basket (2, 3, 4), it being clear that the diagonal bracing bars (16) rest on the edge of the horizontal bar (19).
  • the bottom horizontal bar (25) is bent at the end, as shown in FIG. 5, so that the joint formed by it lies below the edge horizontal bar (20), while the other joints rest on the horizontal bars. Moving the grid mat (9) in the grid mat (8) is thus prevented in a simple manner. The edge (21) of the mat is thus also stabilized and fixed in a simple manner.
  • a joint (24) formed between the grid mats (8, 9) is shown in an enlarged view in FIG. 6.
  • the horizontal bar (10) is bent in such a way that it encompasses the end vertical bar (13) and thereby forms the joint (24) mentioned.
  • Fig. 7 illustrates the versatility of the individual mesh baskets (2, 3, 4) being joined and joined together to achieve a protective wall (1).
  • the base-forming mesh baskets are initially arranged, to which they are then at right angles and thus at the same time perpendicular to the axis of the protective wall (1) two lattice baskets resulting in a triple carare are placed. Further baskets are then placed on these, again at right angles to the lattice baskets underneath, whereupon another karee is placed, which is finally closed off by a row of lattice baskets running in the longitudinal axis of the protective wall (1).
  • the situation shown in FIG. 7 shows such a fully assembled protective wall against the introduction or pouring of the soil.
  • Such training is advantageous, for example, if the protective wall is constructed entirely of sand and only then is quasi an end-layer topsoil applied.
  • the sand penetrates through the constructions formed by the lattice baskets (2, 3, 4) and enables the formation of a dam, which can be seen in FIG. 1, which is then filled or closed with topsoil and finally receives planting.
  • coupling rods 32, 33 are provided, which are also shown in FIG. 1.
  • a protective wall (1) is shown, which is composed of different mesh baskets (2, 3,4), soil (5) being filled into the mesh baskets.
  • erosion protection mats (30) can be hung on the inside (29) of the individual mesh mats (8, 9, 8 ', 9'). Appropriately, these have eyelets that are simply pushed onto the protruding ends of the vertical bars (11, 12, 13).
  • connecting clamps (34) are provided for connecting grating baskets which are close together and are indicated in FIG. 3. 3 shows that these connection clamps (34) can preferably also be used to fix the folded baskets (2, 3, 4) for transport.
  • FIGS. 8 and 9 illustrate the possibility of placing the individual grid baskets (2, 3, 4) one inside the other or stacking them, FIG. 8 showing a vertical stacking and FIG. 9 an offset stacking in the vertical direction.
  • the lattice baskets (2,3,4) are open at the top and here also at the bottom, the soil can be filled in the desired shape to give the stable protective wall (1).
  • the interfaces (27, 28) of the horizontal bars (10) and vertical bars (11, 12, 13) are welding points, so that an overall stable wire mesh results. It is also possible to use an appropriate wire mesh, the outer rods being able to deliver the framework for the mesh in both the vertical and horizontal directions.
  • Fig. 8 illustrates that in this way a very stable lattice structure can be formed, which is then filled with soil as described.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Architecture (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Packaging Of Machine Parts And Wound Products (AREA)
  • Professional, Industrial, Or Sporting Protective Garments (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Revetment (AREA)

Claims (10)

1. Elément de volume pour la construction de murs de protection contre le bruit sur les routes ou dans les établissements industriels ainsi que pour le renforcement de talus et la création d'espaces, élément rempli ou enterré avec du terreau (5), des pierres et/ou d'autres matériaux, planté ou relié à d'autres éléments de même nature, consistant en une corbeille de grillage (2, 3,4), ouverte en haut et an bas, constituée d'un assemblage de panneaux de grilles (8, 9), avec des barres verticales et horizontales reliées entre elles (11, 12, 13, 10, 19, 20), caractérisé en ce que les barres verticales (11, 12, 13), les barres horizontales (10, 19, 20), toutes deux fabriquées en acier ou en plastique, dépassent en haut et en bas, des deux côtés des panneaux de grilles (8, 8', 9, 9'), en ce que les barres horizontales (10, 19, 20) forment, avec les barres verticales (11, 12, 13) une articulation aux coins de la corbeille de grillage (2, 3,4), en ce que des barres diagonales d'entretoisement (16), placées horizontalement aux coins (23) et prévues avec des boucles, sont disposées dressées sur des barres verticales d'un panneaux de grilles (8, 9), formant une face courte et d'un panneaux de grilles (8, 9) formant une face longue, et en ce que les barres verticales ( 13) disposées aux coins (23) présentent des crochets d'assemblage (31) ou des extrémités pouvant être pliée comme des crochets.
2. Elément de volume suivant la revendication 1, caractérisé en ce qu'en plus des barres diagonales d'entretoisement (16), des barres de liaison (17) sont disposées entre les barres horizontales (19, 20) des panneaux de grilles (8, 8').
3. Elément de volume suivant la revendication 1, caractérisé en ce que les barres horizontales (10) des panneaux de grille (9) formant les faces courtes de la corbeille de grillage (2, 3, 4), rectangulaire vue par en haut, sont prévues pour saisir à distance, du côté de leur extrémité, la barre verticale d'extrémité (13) des panneaux de grilles (8) formant les faces longues.
4. Elément de volume suivant la revendication 1, caractérisé en ce que la barre horizontale inférieure (25) du panneau de grilles (9, 9'), formant les faces courtes de la corbeille de grillage (2, 3, 4) rectangulaire et se trouvant l'une en face de l'autre, est prévu replié pour s'accrocher vers le bas, du côté de son extrémité, en se déviant, respectivement aux autres barres horizontales du panneau, sous la barre inférieure (20) des panneaux de grilles (8, 8') formant les faces longues.
5. Elément de volume suivant la revendication 1, caractérisé en ce que des panneaux de grilles (8, 8') de 100 x 70 ou 150 x 70 cm et des panneaux de grilles (9, 9') de 50 x 70 cm sont assemblés pour constituer les corbeilles de grillage (2, 3, 4).
6. Elément de volume suivant la revendication 1, caractérisé en ce que les différentes corbeilles de grillage (2, 3, 4) présentent sur le côté des barres d'accouplement (32, 33) en avant, au-dessus des panneaux de grilles (8, 9), barres qui peuvent être fixées aux barres d'accouplement (32, 33) des corbeilles de grillage voisines, ou en ce que de telles barres d'accouplement peuvent être raccordées vers l'intérieur à des pièces d'accoupleement prévues à cet endroit.
7. Elément de volume suivant la revendication 1, caractérisé en ce que les panneaux de grilles (8,9) sont constitués de barres horizontales (10, 19, 20), et de barres verticales (11, 12, 13) soudées les unes avec les autres aux endroits où elles se recoupent, les barres verticales (11, 12, 13) plus courtes étant disposées, après l'assemblage, du côté intérieur (29) de la corbeille de grillage (2, 3, 4).
8. Elément de volume suivant la revendication 1, caractérisé en ce qu aux panneaux de grilles (8, 9), sont adaptés des panneaux, connus par ailleurs, de protection contre l'érosion, qui sont agrafés aux barres verticales et/ou horizontales (11, 12, 13, 10, 19, 20).
9. Elément de volume suivant la revendication 1, caractérisé en ce que l'un des panneaux de grilles (9) est fixé, d'une manière détachable, avec le panneau de grille (8) voisin.
10. Elément de volume suivant la revendication 1, caractérisé en ce que, aux barres verticales (11, 12, 13), d'une façon avantageuse aux barres verticales (13) disposées aux coins (23), sont ajoutées des brides de fixation (34) disposées d'une façon orientable ou des anneaux de fil de fer.
EP86106306A 1985-05-09 1986-05-07 Elément tridimensionnel fait de panneaux en treillis Expired EP0202552B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86106306T ATE39272T1 (de) 1985-05-09 1986-05-07 Raumelement aus gittermatten.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19853516744 DE3516744A1 (de) 1985-05-09 1985-05-09 Laermschutzelement aus gittermatten
DE3516744 1985-05-09

Publications (2)

Publication Number Publication Date
EP0202552A1 EP0202552A1 (fr) 1986-11-26
EP0202552B1 true EP0202552B1 (fr) 1988-12-14

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Family Applications (1)

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EP86106306A Expired EP0202552B1 (fr) 1985-05-09 1986-05-07 Elément tridimensionnel fait de panneaux en treillis

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EP (1) EP0202552B1 (fr)
AT (1) ATE39272T1 (fr)
DE (2) DE3516744A1 (fr)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3535343A1 (de) * 1985-10-03 1987-04-09 Mast Garten Landschaftsbau Kg Schallschutzwand
WO1991006709A1 (fr) * 1989-11-06 1991-05-16 Czinki Laszlo Mur antibruit constitue de corbeilles en fil metallique
WO1993022506A1 (fr) * 1992-01-21 1993-11-11 Wetting Jan R Dispositif concernant un mur de soutenement, notamment utilise comme mur antibruit
DE4329370A1 (de) * 1993-09-01 1995-03-02 Jaecklin Felix Paul Element für Bauwerke, insbesondere für begrünbare Stütz- oder Schallschutzbauten, mit Bauteilsatz und Herstellungsverfahren
JPH0775439A (ja) * 1993-09-09 1995-03-20 Emushiki Suiko Kenkyusho:Kk 採苗方法
ES2074404B1 (es) * 1994-02-18 1996-04-01 Antonio Casado Y Cia S A A C Y Sistema de sostenimiento y recubrimiento verde de taludes.
HU227923B1 (en) 1999-11-25 2012-06-28 Calenberg Ingenieure Planmaessig Elastisch Lagern Gmbh Soundproofing element and soundproofing wall
FR2807456B1 (fr) * 2000-04-10 2004-09-03 Joseph Golcheh Dispositif de soutenement et/ou de stabilisation de mur, merlon, talus
ITBO20030538A1 (it) 2003-09-16 2005-03-17 Maccaferri Spa Off Dispositivo di rinforzo e gruppo di rinforzo
DE102004014790A1 (de) * 2004-03-24 2005-10-13 Wolfgang Deutschle Bauelement aus verfestigtem Klärschlamm und Verfahren zu dessen Herstellung
DE102007055342B4 (de) * 2007-11-19 2016-11-24 Michael Haas Verfahren zur Erstellung einer Gittermauer und Gittermauer hergestellt nach dem Verfahren
LT5625B (lt) 2008-05-15 2010-01-25 Mėčislovas ZĖRINGIS Statybos elementas, statinys iš jų ir būdai, panaudojant elementus ir statinius
WO2016132380A2 (fr) * 2015-02-21 2016-08-25 Ladkat Rajendra Vithal Procédé pour mur de soutènement de blocs préfabriqués pour empêcher les glissements de terrain
GB2544264A (en) * 2015-11-03 2017-05-17 Hesco Bastion Ltd Barrier

Family Cites Families (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR466832A (fr) * 1913-07-07 1914-05-25 Gaetano Maccaferri Gabions à boite pour travaux de défense hydrauliques
GB212328A (en) * 1922-12-15 1924-03-13 Major & Company Ltd Improvements in reinforced concrete road foundations
FR788004A (fr) * 1935-03-28 1935-10-02 Fr De Defenses Fluviales Soc Perfectionnements aux gabions
DE954864C (de) * 1953-04-28 1956-12-27 Maccaferri Spa Off Einrichtung zum Befestigen von Drahtgeflechten, insbesondere von Drahtgeflechten mit Maschen, auf einer Rahmenstange od. dgl.
GB845863A (en) * 1955-08-15 1960-08-24 Penfold Fencing And Engineerin Improvements in or relating to gabions
DE1094668B (de) * 1958-11-26 1960-12-08 Avi Alpenlaendische Vered Schanzkorb
GB920131A (en) * 1958-12-16 1963-03-06 Johnson S Reinforced Concrete Improvements in mesh reinforcement
FR1291730A (fr) * 1961-03-13 1962-04-27 Perfectionnements aux gabions métalliques
DE1609799C3 (de) * 1966-11-18 1975-06-26 Rehm, Gallus, Prof. Dr.-Ing., 8000 München Zusammenklappbare Betonbewehrungsmatte
DE2215522C3 (de) * 1972-03-30 1979-06-07 Bergwerksverband Gmbh, 4300 Essen Verfahren zum Auskleiden unterirdischer Hohlräume, insbesondere im Berg- und Tunnelbau, mit bewehrtem Spritzbeton sowie Bewehrung zum Durchfuhren des Verfahrens
FR2303121A1 (fr) * 1975-03-03 1976-10-01 Vidal Henri Ouvrages en remblai arme
GB1588415A (en) * 1977-10-04 1981-04-23 Gkn Reinforcements Ltd Gabions
GB2078833B (en) * 1980-06-25 1983-11-23 Plg Res Retaining fill in a geotechnical structure
DE3025870A1 (de) * 1980-07-08 1982-02-04 Georg Zürich Stulz Bepflanzbares mauerelement
FR2550812A2 (fr) * 1982-01-05 1985-02-22 Auric Lucien Mur mecanique
FR2519361A1 (fr) * 1982-01-05 1983-07-08 Auric Lucien Mur mecanique universel a racine crucipotencee
NL8200767A (nl) * 1982-02-25 1983-09-16 Hollandsche Betongroep Nv Geluiddempende wand.
DE3247030A1 (de) * 1982-12-18 1984-06-20 Bruno 4100 Duisburg Heibges Vorrichtung zur erzeugung befestigter, bepflanzbarer boeschungen
EP0130178A3 (fr) * 1983-06-22 1986-04-09 Sigisbert Bokan Structure anti-bruit, coupe-vent ou coupe-vue ou pour la protection des rives de cours d'eau
DE3338442A1 (de) * 1983-10-22 1985-05-02 Josef Dipl.-Ing. 8399 Neuburg Schleich Bauelement mit zugeordneten bausystemen zur schnellmontage von mauern, stuetzmauern, schallwaenden, uferschutz- fluss und bachsohlenschutzbauten, von abstuerzen buhnen und leitwerken sowie strassenrandsicherungen

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
CIVIL ENGINEERING, Nr.1, Juli/August 1977; Seite 17; Morgan-Grampian Ltd., London, GB Editor's Notebook: "Green and pleasant". *
STRASSE UND VERKEHR/ROUTE ET TRAFIC, Band 62, Nr.5, 5. Mai 1976, Seiten 186-190; VSS, Zürich, CH J. THIRY: "Immissionsschutzbauten in der Praxis". *

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DE3516744A1 (de) 1986-11-13
DE3661429D1 (en) 1989-01-19
EP0202552A1 (fr) 1986-11-26
ATE39272T1 (de) 1988-12-15

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