EP0680538B1 - Element de construction, notamment element de soutenement ou d'insonorisation gazonnable, et jeu d'elements de construction - Google Patents

Element de construction, notamment element de soutenement ou d'insonorisation gazonnable, et jeu d'elements de construction Download PDF

Info

Publication number
EP0680538B1
EP0680538B1 EP94927534A EP94927534A EP0680538B1 EP 0680538 B1 EP0680538 B1 EP 0680538B1 EP 94927534 A EP94927534 A EP 94927534A EP 94927534 A EP94927534 A EP 94927534A EP 0680538 B1 EP0680538 B1 EP 0680538B1
Authority
EP
European Patent Office
Prior art keywords
structural element
structural
filling
wall
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.)
Expired - Lifetime
Application number
EP94927534A
Other languages
German (de)
English (en)
Other versions
EP0680538A1 (fr
Inventor
Felix Paul Dr. Jaecklin
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 EP0680538A1 publication Critical patent/EP0680538A1/fr
Application granted granted Critical
Publication of EP0680538B1 publication Critical patent/EP0680538B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

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
    • 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
    • E02D29/0225—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 an element for buildings, in particular for Support or soundproofing structures that can be landscaped, comprising at least one partially permeable jacket part with a filling that is block and / or has pourable and / or porous material.
  • the invention relates also an associated set of components and one with corresponding Building elements or component sets.
  • Sheath parts are formed from lattice panels there on the abutting edges thanks to soft spring elements connected with large mutual distances along the edges are. As a result of little or even no rigid transmission of shear stress Such jacket bodies have none at the jacket edges self-supporting properties and require during assembly or at Installation of the elements on site and when filling one relatively complex treatment and support. When installed, i.e. under high vertical loads due to earth masses arranged above or buildings, the elements are under high pressure and are due to the more or less flexible or even compressible Filling deformed accordingly in the vertical direction.
  • the grids of the Sheath parts can thus the known in the edge area occurring loads across the edge connections give way of what can bring the coat to the limit of its strength.
  • the object of the invention is to create a Component and corresponding component sets and structures that Little effort in terms of manufacture or assembly and installation are and at the same time enable a high load-bearing capacity.
  • the inventive The solution to this problem is determined by the characteristics of claim 1.
  • FIG. 1 shows a bar-shaped component with a jacket part MT, that from an essentially dimensionally stable lattice part GT, preferably made of galvanized steel wire, and one with respect to this grid part there is a finer-meshed and more deformable NT power supply, here e.g. made of geotextile or geovlies.
  • the jacket part consists of a lower U-profile and an upper one Bridging element UE, which with the longitudinal edges of the U-profile - like indicated in Fig. 2 - e.g. is connected by seams VN.
  • the jacket part thus represents a closed hollow body that is in force, form and / or cohesive composite with a filling FL a prefabricated and essentially forms a self-supporting component.
  • the jacket part is at least due to this structure and the choice of material partially permeable and therefore rootable for one Greening.
  • the close-meshed power supply ensures a safe one Holder of a filling arranged in the jacket part, the block and / or granular and / or pourable and / or porous Has material.
  • the two layer elements of the jacket part are at least partially overlapping with each other shear and / or tensile connected, e.g. as shown in Fig.3 by gluing or by means of wrapping elements on the Liaison points VS. 3 are only schematic the mesh openings MO2 of the power supply unit are not to scale compared to the larger mesh openings MO1 des Grid part indicated. If necessary, several such Layer elements can be connected to one another.
  • the filling contains a a prefabrication of the component, preferably arranged in a near-surface area, humus and / or fertilizer-rich and / or with seeds and / or seedlings for planting material SPF. That’s it Sheath part for receiving or holding the humus or Material containing fertilizer or seeds or seedlings porous at least in the area of an exposed surface and / or designed to be adhesive or adhesive.
  • the material SPF can advantageously at least within the shell part in shape of a flat, in particular plate or foil-shaped, preferably textile material or non-woven fabric Element be arranged.
  • a section VA at least partially dimensionally stable solidifying or hardening or already dimensionally stable hardened material is provided, which is a floor reinforcement element represents and preferably from compared to the rest of the filling mass coarser, in particular block-like material.
  • the solidification of the filling section VA can be done in one corresponding intermediate stage of production by adding Cement, concrete, lime and / or bitumen can be achieved. It forms a support or integrated in the component Stiffener.
  • a stiffening element in the example provided that is preferably at least approximately a longitudinal extension of the component extends. Analogous there is also an arrangement of such a stiffening or Reinforcing element also along the floor, ceiling and / or Front area of the construction element into consideration.
  • the jacket part formed as a closed hollow body in Composite with a filling made of suitable material even before one has solidified with a binder provided filling section, i.e. already in Installation condition, for an essentially self-supporting Condition of the component.
  • a binder provided filling section i.e. already in Installation condition
  • which solidifying filling section then unfolds its full Effect some time after installing the component in the Wall and ensures even after any gaps in the metallic Lattice part due to damage or corrosion longer service life for a secure cohesion of the Building with sufficient stability and load-bearing capacity.
  • the component shown in Figure 4 is characterized by a jacket part with only one longitudinal seam VN, i.e. without separate bridging element as closed hollow body formed lattice part GT. This favors an essentially self-supporting condition of the component, already in the manufacturing state.
  • a special feature of the components according to FIGS. 5, 6, 8 and 9 is a down in the rear floor area projecting form element FU, which - like u.a. in Fig. 9 illustrates - the rear upper edge of each engages underlying component and thus one form-fitting support and position securing of the one above the other arranged components against horizontal forces, especially e.g. against the earth pressure of the one behind Retaining wall material.
  • a filling section VA which consists of coarser, in particular block-like material, preferably however, from solidifying or already in the installed state solidified material. This results in horizontal support particularly high strength.
  • the filling section VA extends beyond the floor area according to Figure 5 to the lower front edge of the component, so that overall, an integrated stiffening element with angle profile-like cross-section results in high strength.
  • FIG. 6 shows a variant in which one to the filling section VA according to an analogous arrangement prefabricated angle profile stiffening element VE in that Component and its filling is integrated.
  • Fig. 7 shows in addition - here, for example, without the FU molded element Formation of a prefabricated integrated stiffening element VE1 in the form of a side member with an acute angle Profile whose upper leg extends along the front of the Component extends and a particularly stable fuse of the filling material in the event of failure of the front section of the Part of the jacket causes.
  • a similarly effective stiffening can also can be achieved by means of two separate flat elements.
  • the component according to Fig. 8 is for buildings without continuous Front greening, but with high strength requirements certainly.
  • the front part of the component is through one inside the grid part GT, but outside the Power supply NT arranged filling section FE formed, the of an inner support section T and an outer section A consists.
  • the filling section FE is used in prefabrication is introduced into the lattice part using a mold, whereupon e.g. support section T made of concrete preferably cures before installation.
  • the outside section A can e.g. consist of decorative material, such as layered block material, and / or from sound absorbing Material such as expanded clay, expanded concrete and / or Pumice concrete.
  • the component according to Figure 9 is also for buildings without continuous front greening, but with high strength requirements certainly.
  • the front section of the grid part GT is in an inner portion AI of the Outside element AA embedded and made of one material comparatively high strength, especially solid concrete.
  • the outer section AA of the outer element AE exists preferably made of light material and / or decorative material and / or those with high sound absorption.
  • FIGS 11 Examples of structures according to the invention are shown in FIGS 11 shown in cross-section walls for slope support. It understands, however, that corresponding constructions too for other structures, e.g. for freestanding Soundproofing and partition walls. You can use components with suitably designed, especially matching Front and back in the form of a simple wall can be arranged one above the other. The depth dimension of the Components are expediently from bottom to top diminishing. Other constructions consist of two with their backs facing each other or with each other connected, e.g. toothed components. Further come with their backs facing individual walls between which there is an earth filling.
  • the retaining wall according to Fig. 10 is continuous from the front plantable mass structure with rear, embankment to be supported. It consists of one above the other arranged, cubic or cuboid components B1, the an at least partially permeable jacket part and a Filling from block and / or granular and / or have pourable and / or porous material. A part of the superimposed components is inserted by Tie rod elements ZG, preferably in the form of grid tracks, connected to the embankment.
  • the construction of the components corresponds to the version according to Fig. 4, i.e. with growable Front and heavily dimensioned humus insert HE.
  • the retaining wall according to Fig. 11 represents an example without Greening, for example with components according to Fig. 8.
  • Each component is a projecting downward Form element FU available, which is the rear Top edge of the component underneath engages behind and in the manner already explained for Fig.9 causes horizontal support. They also provide Form pairs a highly effective front attachment for the inserted tie rod elements ZG.
  • a Component set for the construction of structures in particular cuboid beam-shaped components with a preferably at least partially permeable jacket part and with a Filling, the block and / or granular and / or pourable and / or porous or solidified material include. Furthermore, there is at least one anchoring element therein Made of flexible material that can be arranged between superimposed components is provided. It is at least one of the Components to the corresponding surface section the complementary component above or below, in particular step or groove or wedge-shaped deflection and Bracket (UH) for between the components arranged anchoring element provided.
  • UH wedge-shaped deflection and Bracket
  • the result of this step is in area I. indicated by Fig.12.
  • a power supply NT grid part inserted and in that way formed hollow profile shell part MT in the area below Front humus and / or fertilizer rich and / or with seeds and / or seedlings for planting SPF material introduced.
  • overhead Side of the hollow profile jacket part is now according to Arrow P inserted a cover section DA of the grid part.
  • Fig. 13 shows an arrangement for the production of components in the manner of Fig. 8 with a corresponding adapted support form STF.
  • An outer element AE1 is provided which completely outside the jacket part MT at its (here arranged below) and with the filling FL is connected by anchor rods AS.
  • the latter are with sharpened head sections K to the inserted Power supply can penetrate and reach into one solidified filling section VA, which is in the manner of a Double angle profile over the cross section of the hollow profile body extends. The inclination shown makes it easier here the introduction of this filling section in the pasty condition.
  • the material is selected or the Hardening or the introduction of the solidifying Components expediently in such a way that a hardening or start of curing with a delay of at least about 10 days after activation or contribution results. This avoids damage to the solidifying Mass during transport, but guaranteed during the course the long service life of the building is high and up to Ultimate strength undisturbed increasing load capacity. Even decay due to corrosion of the Shell parts then do not cause a loss of load-bearing capacity.
  • the component shown in FIG. 15 in a support form STF 10 differs from the previous examples i.a. With the following features:
  • At least one jacket part 100 is provided, which as at least partially rigid against bending moments, in particular more resistant to kinking in a jacket plane Hollow body is formed.
  • the jacket part comprises at least an at least substantially flat wall 110, in particular at least one vertical or against the installation position Horizontal inclined front or back wall, which in Direction of the wall level, especially with regard to the installation position vertical or kink-free in the direction inclined to the horizontal is designed to be shortenable.
  • This shortenability is shown in the example achieved in that the wall 110 at least two to each other arranged in parallel and parallel to each other to the wall plane has displaceably connected wall parts 120, 130.
  • the wall 110 is placed on the mold cavity corresponding dimension pulled apart or pushed together and inserted into the mold cavity.
  • FIG. 16 shows a section of a slope support or slope cladding wall, which are assembled from superimposed components according to Fig. 15 is.
  • the tapered lattice end section penetrates 11a when the upper component is put on by the power supply unit in the filling of the upper element, which among other things also an advantageous one simple transverse locking of the components against each other is achieved.
  • appropriate compression and height reduction of the lower component can the front wall 110 by pushing the shorten the two jacket parts 120 and 130, for example, by the dimension P3, while the height of the back wall with further penetration of the end sections 11a decreases in the filling compound by the same amount P3.
  • An alternative construction is shown in FIG.
  • Fig. 18 shows an off compared to the embodiment of Fig. 15 modified in terms of depth and front inclination Components 200 created slope retaining wall. This execution shows that with the gabion-like components after the Invention by a compared to the component height essential Greater depth dimension of slope retaining walls of great overall height and support load capacity can be created.
  • the after outside inclination of the component front walls results in addition to the greening areas 220 given herein further, comparatively weakly inclined and therefore easy to grow Green areas 210.
  • FIG. 19 shows the easily understandable use of U-shaped Lattice rod end sections similar to Fig.17 for one Edge connection between arranged at an angle to each other Coat grids.
  • Fig. 20 shows a slidable, however distance-securing connection between the vertical bars 121 and 131 of the grid walls 120 and 130 of a jacket section 110 by means of a clip-like spring locking element 150, the in Fig. 21 in a section according to level XXI-XXI in Fig. 20 is shown.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Building Environments (AREA)
  • Revetment (AREA)
  • Retaining Walls (AREA)
  • Installation Of Indoor Wiring (AREA)
  • Bipolar Transistors (AREA)
  • Element Separation (AREA)
  • Metal-Oxide And Bipolar Metal-Oxide Semiconductor Integrated Circuits (AREA)
  • Casting Or Compression Moulding Of Plastics Or The Like (AREA)
  • Fluid-Damping Devices (AREA)
  • Vibration Dampers (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Paints Or Removers (AREA)
  • Lining And Supports For Tunnels (AREA)

Claims (16)

  1. Elément pour bâtiments, notamment pour des bâtiments de support ou des constructions antibruit pouvant être engazonnés, comprenant une partie d'enveloppe au moins partiellement perméable ayant un remplissage qui présente un matériau en bloc et/ou en vrac et/ou poreux possédant les caractéristiques suivantes
    a) la partie d'enveloppe (MT) comprend une partie à treillage (GT) formée comme un corps creux en forme de parallélépipède ou de poutre fermé par au moins un raccordement entre des parties de bord aboutées,
    b) la partie d'enveloppe comprend en outre une partie en filet (NT), raccordée à la partie à treillage, au moins à section à mailles plus fines et plus molle à la déformation par rapport à la partie à treillage (GT),
    c) au moins une paire de barres de treillis (121, 131) est prévue à l'intérieur de deux parois à treillis (120, 130) de la partie à treillage aboutées le long d'une arête, lesquelles barres de treillis s'étendent transversalement à l'arête et sont placées de manière mobile dans la partie de cette arête l'une par rapport à l'autre dans le sens longitudinal d'une barre, mais sont cependant bloquées par rapport à un déplacement transversal dans le sens longitudinal de l'arête relativement l'une par rapport à l'autre par conjonction de forme ou par adhérence de telle sorte que la partie à treillage forme un corps creux indéformable et résistant au flambage par rapport à des moments de flexion,
    d) la partie d'enveloppe reste en liaison avec le remplissage (FL) par adhérence, conjonction de forme et/ou de matériau et forme avec le remplissage une pièce de construction essentiellement autoporteuse.
  2. Elément de construction selon la revendication 1, caractérisé en ce qu'une partie d'enveloppe (MT) est prévue qui présente au moins une paroi (110) au moins essentiellement plane, notamment au moins une paroi latérale placée verticalement par rapport à la position de montage ou inclinée par rapport à l'horizontale, et en ce que cette paroi (110) est formée dans la direction du niveau de la paroi, notamment dans la direction verticale par rapport à la position de montage ou inclinée par rapport à l'horizontale, comme pouvant être raccourcie sans flambage.
  3. Elément de construction selon la revendication 2, caractérisé en ce que la paroi (110) formée comme pouvant être raccourcie présente au moins deux parties de paroi (120, 130) placées parallèlement l'une par rapport à l'autre et raccordées l'une contre l'autre de manière mobile parallèlement au niveau de la paroi.
  4. Elément de construction selon la revendication 3, caractérisé en ce que la paroi (110) formée comme pouvant être raccourcie comprend au moins deux parties de paroi (120, 130), formées comme une grille en barreaux, placées de manière parallèle l'une par rapport à l'autre, et en ce qu'une multitude de barres de treillis des deux parties de parois (120, 130) est prévue, qui sont adjacentes respectivement par paires l'une par rapport à l'autre et placées en parallèle, ainsi que de manière mobile par rapport à la direction longitudinale de la barre, cependant raccordées entre elles au moins essentiellement à écart fixe.
  5. Elément de construction selon la revendication 4, caractérisé en ce que les barres de treillis (121, 131) mobiles parallèlement l'une par rapport à l'autre sont raccordées entre elles par des éléments de fixation (150), de préférence en forme de pinces à ressort à cran d'arrêt.
  6. Elément de construction selon l'une des revendications précédentes, caractérisé en ce qu'au moins un élément extérieur (AE) raccordé à la partie d'enveloppe (MT) par conjonction de forme et/ou de matériau est prévu dans la partie d'au moins une section de surface extérieure, de préférence sur un côté frontal, de l'élément de construction.
  7. Elément de construction selon la revendication 6, caractérisé en ce que l'élément extérieur (AE) présente une section intérieure (Al) composée d'un matériau avec une stabilité élevée, raccordée de préférence à la partie d'enveloppe et une section extérieure (AA) formée d'un matériau décoratif et/ou d'un matériau léger, notamment avec une absorption acoustique élevée, de préférence un béton de ponce.
  8. Elément de construction selon la revendication 6 ou 7, caractérisé en ce que le remplissage présente au moins deux parties de granulation ou de taille de bloc différente, et en ce qu'une partie à gros grains comparable et de préférence compactable est placée dans la partie d'un côté extérieur de l'élément de construction.
  9. Elément de construction selon l'une des revendications précédentes dans une réalisation allongée, de préférence en forme de parallélépipède, caractérisé par au moins un élément porteur ou de renforcement s'étendant le long d'au moins une partie de surface, notamment le long de la partie du fond, du toit et/ou du devant, ainsi que de préférence au moins presque au-dessus d'une extension longitudinale de l'élément de construction.
  10. Elément de construction selon l'une des revendications précédentes, caractérisé en ce qu'au moins un élément porteur ou de renforcement en forme de plaque (A1, A2) et/ou au moins formé comme un support de profil est prévu.
  11. Elément de construction selon l'une des revendications précédentes, caractérisé en ce qu'au moins un élément de formage (FU) muni notamment d'un matériau de remplissage compacté ou compactable est formé dans la partie de fond arrière saillant vers le bas.
  12. Elément de construction selon l'une des revendications précédentes, caractérisé en ce que le remplissage comprend, en cas de préfabrication, un matériau (SPF) rapporté, placé de préférence dans une partie à proximité de la surface, muni d'un matériau riche en humus et/ou en engrais et/ou de graines et/ou de plantules pour une plantation.
  13. Elément de construction selon la revendication 12, caractérisé en ce que la partie d'enveloppe est formée de manière poreuse et/ou adhérente ou adhésive pour le logement ou la fixation de matériau contenant de l'humus ou de l'engrais ou des graines ou des plantules au moins dans la partie d'une surface dégagée.
  14. Bloc d'éléments de construction comprenant des éléments de construction selon l'une des revendications précédentes ainsi que des éléments d'ancrage en matériau flexible prévus pour disposition entre des éléments de construction superposés, caractérisé en ce que, sur le côté inférieur et/ou supérieur d'une multitude d'éléments de construction, au moins un élément de renvoi et de fixation (FU) est prévu respectivement à la section de surface correspondante d'un élément de construction adjacent en haut ou en bas, complémentaire, notamment en forme de gradin, de rainure ou de cône pour des éléments d'ancrage placés entre ces éléments de construction.
  15. Ouvrage, notamment un ouvrage porteur de masse en forme d'un ouvrage de support ou antibruit pouvant être engazonné, avec des éléments de construction selon l'une des revendications 1 à 13, caractérisé en ce qu'en cas d'une multitude d'éléments de construction superposés dans la partie du côté arrière de l'élément de construction, un élément de forme ayant prise du côté arrière de l'élément de construction respectivement situé en-dessous est prévu.
  16. Ouvrage selon la revendication 15, caractérisé en ce qu'en cas d'une multitude d'éléments de construction superposés, au moins un élément de tirant d'ancrage, de préférence sous forme d'une bande grillagée, est inséré entre les mêmes, élément qui s'étend dans le talus de soutien.
EP94927534A 1993-09-01 1994-09-01 Element de construction, notamment element de soutenement ou d'insonorisation gazonnable, et jeu d'elements de construction Expired - Lifetime EP0680538B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE4329370 1993-09-01
DE4329370A DE4329370A1 (de) 1993-09-01 1993-09-01 Element für Bauwerke, insbesondere für begrünbare Stütz- oder Schallschutzbauten, mit Bauteilsatz und Herstellungsverfahren
PCT/EP1994/002907 WO1995006783A2 (fr) 1993-09-01 1994-09-01 Element de construction, notamment element de soutenement ou d'insonorisation gazonnable, jeu d'elements de construction et son procede de fabrication

Publications (2)

Publication Number Publication Date
EP0680538A1 EP0680538A1 (fr) 1995-11-08
EP0680538B1 true EP0680538B1 (fr) 2002-07-10

Family

ID=6496486

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94927534A Expired - Lifetime EP0680538B1 (fr) 1993-09-01 1994-09-01 Element de construction, notamment element de soutenement ou d'insonorisation gazonnable, et jeu d'elements de construction

Country Status (11)

Country Link
US (1) US5836129A (fr)
EP (1) EP0680538B1 (fr)
JP (1) JPH08508323A (fr)
AT (1) ATE220437T1 (fr)
AU (1) AU7693194A (fr)
DE (2) DE4329370A1 (fr)
ES (1) ES2180589T3 (fr)
NO (1) NO951619L (fr)
TW (1) TW266237B (fr)
WO (1) WO1995006783A2 (fr)
ZA (1) ZA946713B (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202006002393U1 (de) * 2006-02-14 2007-06-21 H. Geiger Gmbh Stein- Und Schotterwerke Transportable Vorrichtung zur Aufnahme von Steinen und Pflanzen
DE102008019076A1 (de) * 2008-04-15 2009-10-29 Robert Kuhnhenn Gabione
DE102008020294A1 (de) * 2008-04-22 2009-11-05 Robert Kuhnhenn Gabione

Families Citing this family (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2324406A1 (fr) 1999-01-19 2000-07-27 Marc Braendli Paroi, notamment paroi protectrice
FR2807456B1 (fr) * 2000-04-10 2004-09-03 Joseph Golcheh Dispositif de soutenement et/ou de stabilisation de mur, merlon, talus
DE10049136A1 (de) * 2000-10-04 2002-04-11 Felix Paul Jaecklin Bauelement für Raumgitter-Tragwerke mit Massenfüllung, insbesondere für Stütz- und /oder Schallschutzmauern, und entsprechendes Bauwerk
ITBO20020573A1 (it) * 2002-09-10 2004-03-11 Maccaferri Spa Off Barriera di protezione da onde d'urto.
DE10337539A1 (de) * 2003-08-06 2005-02-24 Alfredo Jimenez Anguita Spiralförmige Körper, die i.d.R. Gefüllt, in der Geotechnik, im Garten- und Landschaftsbau und/oder im Gebäudebau eingesetzt werden
ITBO20030538A1 (it) * 2003-09-16 2005-03-17 Maccaferri Spa Off Dispositivo di rinforzo e gruppo di rinforzo
US20050284080A1 (en) * 2004-06-29 2005-12-29 Gallego Jorge E Bastions for force protection and military applications
ITMO20060129A1 (it) * 2006-04-21 2007-10-22 Geotech Lizenz A G Elemento da costruzione per la realizzazione di muri con riempimento di materiale riporto, particolarmente terra o simili
GB0610054D0 (en) * 2006-05-19 2006-06-28 Hesco Bastion Ltd Gabions
EP1881114A3 (fr) * 2006-07-17 2010-01-13 France Maccaferri Procédé de fabrication d'un élément individuel de construction rempli destiné à un ouvrage de génie civil
FR2903712B1 (fr) * 2006-07-17 2011-01-14 France Maccaferri Element de construction pour ouvrage de genie civil
DE202006017056U1 (de) * 2006-11-08 2007-02-08 Hahn Kunststoffe Gmbh Wandkonstruktion aus Frontelementen und Geogitterelementen
ITGE20080094A1 (it) * 2008-11-19 2009-02-18 Stefano Peirce Elementi modulari di complemento per la realizzazione di rilevati in terra rinforzata rinverdibile.
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
FR2947287B1 (fr) * 2009-06-25 2015-03-13 Cermast Gabion a treillis metallique renforce par des nervures pliees
FR2951751A1 (fr) 2009-10-28 2011-04-29 Aquaterra Solutions Ensemble pour la realisation d'un ouvrage et gabion pour cet ensemble
US8845240B2 (en) 2009-12-08 2014-09-30 Awt Ip, Llc Berm and method of construction thereof
US8961073B2 (en) 2009-12-08 2015-02-24 Awt Ip, Llc System and method for strengthening a sloped structure such as a berm, basin, levee, embankment, or the like
US8376657B2 (en) 2009-12-08 2013-02-19 Awt Ip, Llc Berm and method of construction thereof
CN101748823B (zh) * 2010-01-01 2012-09-26 张宇顺 生态绿化墙及其施工方法
IT1406525B1 (it) * 2011-01-19 2014-02-28 S I C I S R L Elemento costruttivo prefabbricato per costruire strutture di consolidamento di terreni e relativo metodo di produzione nonche' struttura cosi' ottenibile e relativo metodo di posa in opera
WO2015112616A1 (fr) * 2014-01-21 2015-07-30 Peterson H Fredrick Structures acoustiques végétalisées
WO2015157608A2 (fr) * 2014-04-11 2015-10-15 Conwed Plastics Acquisition Company V Llc Systèmes, dispositifs et/ou procédés pour retenir des talus
WO2016142792A1 (fr) * 2015-03-06 2016-09-15 Tenax Group Sa Élément de retenue, structure de sol renforcé, procédé de fabrication de ladite structure de sol renforcé
US10145079B1 (en) 2017-10-31 2018-12-04 Awt Ip Llc Berm and method of manufacturing a berm
CN113982004B (zh) * 2021-12-24 2022-05-10 太原理工大学 一种锚索-加筋土组合挡土构件及其施工方法

Family Cites Families (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1047464A (en) * 1911-10-06 1912-12-17 Alfredo Carlo Tirapani System of construction of gabions for defense-works in rivers, torrents, and canals, for retaining and supporting walls in mountainous country, &c.
US1544478A (en) * 1924-03-18 1925-06-30 Manfred D Payne Building block
US1794572A (en) * 1928-12-17 1931-03-03 American Face Brick Res Corp Composite brick
FR777348A (fr) * 1934-07-24 1935-02-16 Perfectionnements aux gabions en toile métallique pour ouvrages fluviaux
US2113523A (en) * 1937-08-18 1938-04-05 White Stanley Hart Vegetation-bearing architectonic structure and system
US2313363A (en) * 1940-07-02 1943-03-09 George H Schmitt Retaining wall and block for the same
US3390505A (en) * 1966-11-28 1968-07-02 Corning Glass Works Refractory housing
US4293245B1 (en) * 1978-06-13 1997-11-18 Geotech Lizens Ag Structural system and structural elements for use and construction of earth filled walls
US5181351A (en) * 1984-04-10 1993-01-26 Jaecklin Felix Paul Building element for supporting grid walls with a bulk material filling
DE3413479A1 (de) * 1984-04-10 1985-10-17 Geotech Lizenz AG, Ennetbaden Bauelement fuer traggitter-mauern mit schuettfuellung
CH666510A5 (de) * 1985-03-05 1988-07-29 Landolt Fritz Ag Anordnung zum erstellen einer begruenbaren steilboeschung.
DE3516744A1 (de) * 1985-05-09 1986-11-13 László Dr. 4300 Essen Czinki Laermschutzelement aus gittermatten
US4655637A (en) * 1985-06-19 1987-04-07 Vignocchi Harry J Revetment system for preventing bluff erosion
US5139369A (en) * 1985-09-12 1992-08-18 Jaecklin Felix Paul Wall with gravity support structure, building element and method for construction thereof
US4930939A (en) * 1985-09-12 1990-06-05 Jaecklin Felix Paul Wall with gravity support structure, building element and method for construction thereof
DE3532641A1 (de) * 1985-09-12 1987-03-19 Geotech Lizenz Ag Mauer mit einem massentragwerk, zugehoeriges bauelement und verfahren zur herstellung der mauer
GB8727420D0 (en) * 1987-11-23 1987-12-23 Vidal H Earth structures
US4856939A (en) * 1988-12-28 1989-08-15 Hilfiker William K Method and apparatus for constructing geogrid earthen retaining walls
CH678075A5 (fr) * 1989-01-16 1991-07-31 Eberle Landschaftsbau Ag
EP0647739A1 (fr) * 1989-04-07 1995-04-12 Hesco Bastion Limited Perfectionnements relatifs à des blocs de structure de construction et de revêtement
US4904124A (en) * 1989-06-14 1990-02-27 The Reinforced Earth Company Constructional work and method of construction of vertical retaining wall
JPH0325123A (ja) * 1989-06-20 1991-02-01 Suroopu Kenzai Kk 組立式擁壁の施工方法
US5017049A (en) * 1990-03-15 1991-05-21 Block Systems Inc. Composite masonry block
US5076735A (en) * 1990-08-31 1991-12-31 Hilfiker William K Welded wire component gabions and method of making the same and construction soil reinforced retaining walls therefrom
AU8490091A (en) * 1990-09-16 1992-04-15 Felix Paul Jacklin Construction and process for producing the same, associated construction elements and sets of construction elements
US5066169A (en) * 1991-02-19 1991-11-19 Gavin Norman W Retaining wall system
JP2561882B2 (ja) * 1992-02-21 1996-12-11 豊 福住 建造物の緑化を目的とする植物の栽培方法

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202006002393U1 (de) * 2006-02-14 2007-06-21 H. Geiger Gmbh Stein- Und Schotterwerke Transportable Vorrichtung zur Aufnahme von Steinen und Pflanzen
DE102008019076A1 (de) * 2008-04-15 2009-10-29 Robert Kuhnhenn Gabione
DE102008020294A1 (de) * 2008-04-22 2009-11-05 Robert Kuhnhenn Gabione

Also Published As

Publication number Publication date
AU7693194A (en) 1995-03-22
TW266237B (fr) 1995-12-21
ZA946713B (en) 1995-07-03
NO951619D0 (no) 1995-04-27
WO1995006783A3 (fr) 1995-04-27
JPH08508323A (ja) 1996-09-03
DE59410153D1 (de) 2002-08-14
US5836129A (en) 1998-11-17
ATE220437T1 (de) 2002-07-15
NO951619L (no) 1995-04-27
WO1995006783A2 (fr) 1995-03-09
EP0680538A1 (fr) 1995-11-08
DE4329370A1 (de) 1995-03-02
ES2180589T3 (es) 2003-02-16

Similar Documents

Publication Publication Date Title
EP0680538B1 (fr) Element de construction, notamment element de soutenement ou d'insonorisation gazonnable, et jeu d'elements de construction
DE102008019076A1 (de) Gabione
DE2618459A1 (de) Verfahren zum befestigen von boden an boeschungen
DE102010054364B4 (de) Verfahren zum Errichten einer Gabionenwand
WO2009140935A1 (fr) Pièce de construction double-paroi permettant l'érection de murs-talus végétalisables faits de plusieurs couches
DE69717619T2 (de) Herstellungsverfahren für eine steile böschung
DE202008016537U1 (de) Anordnung zur Sicherung von Lockergesteinböschungen
EP0437171B1 (fr) Méthode pour la réalisation d'un revêtement végétal sur un tel système et utilisation d'un tel système
WO2014095005A1 (fr) Élément de construction préfabriqué en béton servant à monter un mur de protection et procédé pour le fabriquer
DE202010016533U1 (de) Gabionenwand
EP1054110A1 (fr) Procédé permettant le développement d'une végétation sur une surface en pente
DE4130768C1 (en) Metal reinforcement caging for hardcore under roads - uses pre-tensioned mesh under hardcore which is then tensioned and joined over laid hardcore.
DE60318137T2 (de) Hangsicherung mit bewehrter Erde
DE19643084A1 (de) Zellenbauwerk mit Erd- oder Gesteinsfüllung und Verfahren zu dessen Herstellung
DE202019103045U1 (de) Böschungsbauwerk
AT503358A2 (de) Anschlusskorb für vorfabrizierte doppelwandelemente
DE2803860C2 (de) Verfahren zur Herstellung einer Stützmauer
CH632795A5 (en) Structure of structural elements supporting backfill material
DE102019114470B4 (de) Böschungsbauwerk
DD296136A5 (de) Vorgefertigter hangstein fuer den aufbau von stuetzbauwerken
CH678739A5 (en) Bank-covering method for plant growth - comprises flat textile with cover impervious to material sprayed on
EP0048959A2 (fr) Elément de fondation, pouvant supporter des charges, particulièrement en béton armé
DE102021110076A1 (de) Verkleidung für eine Wandschale und Verfahren zur Herstellung
DE202013011136U1 (de) Betonfertigbauteil zur Erstellung einer Schutzwand
WO2000019023A1 (fr) Revetement pour surface en pente ou support pour surface en pente et element de construction associe

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FR GB GR IE IT LI NL PT SE

17P Request for examination filed

Effective date: 19951027

17Q First examination report despatched

Effective date: 19970604

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

RTI1 Title (correction)

Free format text: CONSTRUCTION ELEMENT, IN PARTICULAR SUPPORTING OR SOUND INSULATING CONSTRUCTION ELEMENT CAPABLE OF BEING PLANTED, AND SET OF CONSTRUCTION ELEMENTS

RTI1 Title (correction)

Free format text: CONSTRUCTION ELEMENT, IN PARTICULAR SUPPORTING OR SOUND INSULATING CONSTRUCTION ELEMENT CAPABLE OF BEING PLANTED, AND SET OF CONSTRUCTION ELEMENTS

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE DK ES FR GB GR IE IT LI NL PT SE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20020710

Ref country code: IE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20020710

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20020710

Ref country code: GB

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20020710

REF Corresponds to:

Ref document number: 220437

Country of ref document: AT

Date of ref document: 20020715

Kind code of ref document: T

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: GERMAN

REF Corresponds to:

Ref document number: 59410153

Country of ref document: DE

Date of ref document: 20020814

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20020901

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 20021002

Year of fee payment: 9

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20021010

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20021010

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20021010

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 20020710

ET Fr: translation filed
REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2180589

Country of ref document: ES

Kind code of ref document: T3

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

Ref document number: 0680538E

Country of ref document: IE

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20030411

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20030930

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20040330

Year of fee payment: 10

BERE Be: lapsed

Owner name: *JAECKLIN FELIX PAUL

Effective date: 20030930

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20050329

Year of fee payment: 11

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20050401

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060531

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20060531

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20060930

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20070130

Year of fee payment: 13

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: GEOTECH LIZENZ AG

Free format text: JAECKLIN, FELIX PAUL, DR.#GEISSBERGSTRASSE 46#CH-5400 ENNETBADEN (CH) -TRANSFER TO- GEOTECH LIZENZ AG#STRADA DI GANDRIA 33#6976 CASTAGNOLA (CH)

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20080910

Year of fee payment: 15

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20070903

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20070903

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20070901

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090930

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090930