EP0502149A1 - Construction et procede correspondant de production, ainsi qu'elements et jeux d'elements de construction associes - Google Patents

Construction et procede correspondant de production, ainsi qu'elements et jeux d'elements de construction associes

Info

Publication number
EP0502149A1
EP0502149A1 EP91915950A EP91915950A EP0502149A1 EP 0502149 A1 EP0502149 A1 EP 0502149A1 EP 91915950 A EP91915950 A EP 91915950A EP 91915950 A EP91915950 A EP 91915950A EP 0502149 A1 EP0502149 A1 EP 0502149A1
Authority
EP
European Patent Office
Prior art keywords
anchoring
support
stem
wall
elements
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
EP91915950A
Other languages
German (de)
English (en)
Other versions
EP0502149B1 (fr
Inventor
Felix Paul JÄCKLIN
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
Priority claimed from CH298790A external-priority patent/CH682579A5/de
Priority claimed from DE19914104247 external-priority patent/DE4104247A1/de
Application filed by Individual filed Critical Individual
Publication of EP0502149A1 publication Critical patent/EP0502149A1/fr
Application granted granted Critical
Publication of EP0502149B1 publication Critical patent/EP0502149B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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
    • E02D29/0225—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 structures, in particular space lattice structures, e.g. in the form of embankment retaining walls or space dividing walls, as well as methods for producing such structures.
  • the invention further relates to associated components and component sets.
  • connection mentioned is known to be achieved by arranging the tracks in such a way that they wrap around anchors connected to the stem or its components and then extend into the fill material filling, where they are in turn anchored by static friction and / or toothing.
  • anchors connected to the stem or its components and then extend into the fill material filling, where they are in turn anchored by static friction and / or toothing.
  • it is intended to prevent the flat material webs from being passed through recesses in the components and thus to avoid a complex operation.
  • a simple and inexpensive construction of the components and anchors is sought.
  • a first object of the invention is to create a supporting structure in which the aforementioned requirements are met.
  • the task also extends to a method with which the bulk material filling behind chessboard-like stems, as they are preferably used for structures of the present type, quickly and trouble-free, i.e. especially without squeezing out the bulk material through the gaps in the checkerboard arrangement.
  • a further object of the invention is the creation of structures or associated components and component sets which achieve technical progress, specifically with regard to Strength of the structure and its internal bond strength, in particular the bond strength between the space lattice stem and the underlying mass structure, furthermore with regard to the strength of the components themselves. Furthermore, a modification of this task of the invention is aimed at reducing the production costs, both component costs and Construction costs of the building. In this context, the invention is also directed to manufacturing processes. Another aspect of the task of the invention is directed to a technical-functional as well as aesthetic-formal improvement in the facade area of the building.
  • the building a slope structure hidden as a space lattice construction, consists of a stem 1 and a fill material filling 2, which is essentially arranged behind the stem.
  • the porch comprises a large number of frame-like or trough-like components 3 which are arranged next to and above one another in a checkerboard-like distribution with a view of the front of the building. This also results in chessboard-like gaps 4 within the wall front between the components.
  • the bulk material extends into the cavities 5 of the components 3 and into the gaps 4 of the wall front to form a plurality of regularly distributed slopes 5 here.
  • the stem and the bulk material filling are connected to one another by a large number of flexible flat material webs 6, so-called “Geotex il webs", in a positive or non-positive tractive force connection.
  • the wall stem each has at least one solid-state anchor 7 which is completely or partially wrapped around by a flat material web 6 and is in force-transmitting connection with the wall stem 1.
  • the flat material webs extend from the wall stem into the fill material filling and are anchored in this form by means of weight compression and compression.
  • the anchors engage behind the abutment 8 formed in the region of the rear of the stem and project freely upward essentially transversely to the direction of pull of the flat material web. This results in a positive connection between the anchor and the component.
  • the flat material webs extend at least partially back and forth strand 9 or 10 over the abutment to fill the bulk material. If appropriate, a design with an abutment protruding from top to bottom can also be considered.
  • the flat material webs run between the anchor and the abutment, so that there is a desired tensioning of the webs. Basically, however, only a partial wrap of the anchors or a missing or only partial web guidance between the anchor and the abutment can also be considered.
  • the abutments in the example are arranged on the back of the components and are designed as strip-shaped approaches with the longitudinal edge projecting freely upwards.
  • the bulk material filling is inserted and compacted in layers on the back of the stem in accordance with the layer-by-layer presentation of the stem.
  • the gaps between the horizontally adjacent components of a layer are bridged by at least one support beam 11, which has an angular profile at least at its end sections and which is aligned with this profile in the horizontal and vertical directions is supported on the adjacent components and in turn supports the bulk material located in the gap in question against displacement towards the front of the building.
  • FIG.la Another embodiment of the invention is shown in a perspective view in FIG.la. It is a space lattice structure, namely an embankment retaining wall, with a stem VB, which is constructed as a space lattice from solid support elements FTE, and with a mass structure MT, which contains pourable or solidified filling material FMA and with the stem in Form and / or non-positive connection is. If appropriate, several stems and several mass structures can advantageously be combined to form an overall structure by means of a suitable positive or non-positive connection.
  • a plurality of box-like or frame-like supporting elements FTE which preferably have flat front sections FAB, are arranged in a grid pattern in the width and height direction.
  • Intermediate support elements ZTF or ZTS are provided on at least part of the support elements FTE, which preferably extend horizontally and along the wall plane E-E and are connected to adjacent sections of space lattice support elements.
  • intermediate support elements ZTF which are connected to adjacent sections of the same space lattice support element by form-fitting snap-in connections FR.
  • other intermediate support elements ZTS are integrally connected, in particular in one piece, to adjacent sections of the same space lattice support element.
  • such intermediate Support elements can be connected to a front area and / or a rear area of a space lattice support element or two adjacent space lattice support elements.
  • Corresponding is also indicated in the figures mentioned for the lower or upper area of a space grating support element.
  • a rearward arrangement of the intermediate support element preferably enables an additional support or anchoring function between the relevant main support element and the filler material of the mass structure by embedding an intermediate support element or several of them in the pourable or also solidifiable filler material.
  • An arrangement in the front and especially in the upper area of the main support element, on the other hand, is preferred for an additional holding of plantable filling material in the stem.
  • An arrangement in the lower and above all in the rear area of the main support element offers advantages, inter alia, with regard to an additional anchoring function by means of flexible anchoring elements, in particular in the form of geotextile webs GTX, which on the one hand wrap around an intermediate support element or several of them and on the other hand the filling material of the mass structure are positively and / or non-positively connected.
  • Figures 4 to 6 show special designs of a non-positive and even positive connection of the stem or its support elements with the filling material of the mass structure by a flexible, preferably flat tension anchoring element GTX or more of the same.
  • at least one at least one elongated support element VAE is provided for at least one space lattice support element, which extends essentially transversely to the anchoring pulling direction and is at least partially wrapped around by at least one such anchoring element, preferably a geotextile web.
  • At least one abutment WL which is operatively connected to the anchoring connection element, with at least one at an angle, is preferably on the space lattice support element itself Support surface STF extending transversely to the anchoring pulling direction and with at least one downwardly projecting deflecting edge UK also extending at an angle, preferably transversely to the anchoring pulling direction, are provided for the flexible anchoring element.
  • the flexible anchoring element extends below this deflection edge into the filling material of the mass structure. Such an arrangement favors an elongated course of the anchoring element in the filler material beyond the deflection edge and thereby enables a firm anchoring. In addition, the occurrence of tilting moments acting on the anchoring connection element is prevented.
  • the abutment for the here e.g. Rod-shaped anchoring connection element is designed in such a way that a receptacle AFN that is at least partially shaped, in particular groove-shaped or slit-shaped, with the anchoring connection element, with at least two opposing support surfaces that are also at least partially at an angle, preferably extending transversely to the anchoring tension direction STF for the anchoring connection element results.
  • the beam and receiving cross section is trapezoidal or wedge-shaped, which results in a simple way the possibility of a positionally secure jamming of the connecting element on the support element.
  • a first contact surface is leveled from pourable or solidifiable filler material; under alignment according to a predetermined position, at least one space lattice support element, which is already provided with at least one preferably rod-shaped anchoring connection element and at least one flexible anchoring element at least partially wrapping around this connection element, is brought onto the support surface; the flexible anchoring element is laid out stretched on the support surface in the intended anchoring pulling direction; if necessary after additional fastening of the flexible anchoring element in the filler material located behind the space lattice support element, filler material is applied to the support surface and the flexible anchorage element laid out there, and preferably compacted and preferably at the upper edge level of the previously placed space lattice support element, a new support surface or a leveled upper end surface.
  • this working method for a layer-by-layer construction of the front-end space grille and the mass structure d has the essential advantage that only one leveling has to be carried out for each layer and that all work is essentially carried out on one level.
  • a first contact surface is leveled from pourable or solidifiable filler material; under alignment according to a predetermined position, at least one preferably rod-shaped anchoring Connection element, which is already provided with at least one looping, flexible anchoring element, broke on the support surface; the flexible anchoring element is laid out stretched on the support surface in the intended anchoring pulling direction; At least one rail mesh support element, which has at least one abutment and at least one downward deflection edge, is placed on the anchoring connection element in a predetermined orientation and with tightening of the flexible anchoring element such that the abutment the anchoring connection element in the anchoring pulling direction reaches behind and supports against this direction; if necessary after additional fastening of the flexible anchoring element in the filler material located behind the space lattice support element, filler material is applied to the support surface and the flexible anchorage element laid out there, and is preferably compacted and, preferably at the upper edge level of the space lattice support element placed above, a new
  • slot-like or groove-shaped or groove-shaped receptacles with opposing support or contact surfaces are also provided for the anchoring connection element, but with the aid of special measures for securing the position.
  • a rod-shaped or peg-shaped securing element SEI is inserted into a shape-adapted opening DS in the side walls SW of the space lattice support element. This securing element supports the beam-shaped anchoring connection element from above and thus prevents the latter from being raised under the action of the tensile forces of the geotextile.
  • FIG. 8 is achieved in the embodiment according to FIG. 8 by means of a beam-shaped, securing element SE2 which is wedge-like in cross section.
  • the space lattice support element has at least one support surface STFa provided with interruptions or shoulders UA, which only engages on a predetermined number of sections, preferably only on both end sections, of the anchoring connection element and, moreover, runs at a distance from the anchoring connection element .
  • a preferably beam-like anchoring connection element is provided for the positive connection of tension anchoring elements with space lattice support elements, but in connection with various form-locking devices for securing the position of the connection element.
  • the position-securing device is designed as a screw connection LVS with an angular lug engaging the connection element, according to FIG. 12, however, as a simple flat beam LVB, which lies on the connection element and is a weight due to its own weight and the load caused by the filling material -Secures against lifting and tipping of the connection element.
  • the securing device according to FIG. 13 is similar to that according to FIG.
  • Fig. 14 again shows a space lattice structure with stem VB, which is designed as a space lattice with solid support elements, and with a mass structure MT, which contains pourable or solidified filler material FMA and is in positive and / or non-positive connection with the stem, the stem has a plurality of box-like or frame-like support elements FTE arranged in a grid-like manner in the width and height directions.
  • the special feature here is that in the area of an edge FK of the front surface of the spatial lattice structure running parallel or at an acute angle to the vertical, at least some of the support elements adjacent to this edge have at least approximately parallel side boundary edges SBK in the installed state. This results in a certain protection of the filling material against washing out and a satisfactory aesthetic effect of the facade.
  • Fig. 15 shows a concrete structure with flat, side by side and one above the other arranged front elements.
  • water drainage channels WAR are formed which run at least approximately in the direction of fall and which adjoin an overlying depression or joint VT which runs parallel or at an acute angle to the horizontal.
  • the water drainage channels have a wider, upper and a narrower, lower section and a transition section arranged between them with a partially pyramidal or partially conical surface.
  • Such a facade design avoids an irregular spreading of running rainwater with annoying contamination of the visible surface and also allows an aesthetically satisfactory structure of the facade.
  • Figures 16 and 17 show a partial section of a space lattice structure with box-like or frame-like support elements FTE, which have at least one longitudinal member LT and at least one cross member QT formed on or attached to the latter and / or bottom section BA.
  • FTE box-like or frame-like support elements
  • FIG. 16 and 17 show a partial section of a space lattice structure with box-like or frame-like support elements FTE, which have at least one longitudinal member LT and at least one cross member QT formed on or attached to the latter and / or bottom section BA.
  • upwardly open recesses ASN are formed for the engagement of support elements STE of an adjacent component. This enables a form-fitting securing of the support elements arranged one above the other in a simple manner.
  • Fig. 18 shows in the plan two adjacent components for a space lattice structure, with at least one front element FW and at least two mutually spaced side elements SW. If necessary, at least one rear element can also be provided.
  • a special feature here is a floor element BE that can be inserted into the interior of the component and can be connected to the front element FW and / or the side elements SW in a form-fitting manner.
  • the front element is provided with at least one lateral boundary, preferably with two mutually opposite side boundaries, with at least one side boundary protruding freely in plan from the adjacent side element.
  • the maximum height of the front element is smaller than the maximum side element height.
  • the floor element with at least one lateral boundary projects freely in the floor plan over the adjacent side element.
  • a freely projecting bottom section is arranged at a distance from the front element, preferably in the rear area of a side element.
  • laterally freely projecting floor sections are each provided between a freely projecting front element and the outside of an adjacent side element. These can preferably be triangular.
  • Reinforcement arranged at an integral angle between adjacent wall sections and integrally connected, preferably in one piece, to these two wall sections. Kung elements cause a substantial stabilization of the component with low material costs.
  • projections with Au bearing surfaces for adjoining elements are formed on at least one wall section.
  • Fig. 19 and 20 show box-like components in a grid-like assembly within a space lattice structure.
  • Each component is provided with a front wall which is upright in cross section and also upright transverse or side walls, and with a rear wall and a base element. It is essential here a front wall of a lower maximum height with respect to the transverse or side wall and - in the embodiment according to FIG. 19 - a rearward inclined front edge of the transverse or side wall.
  • This design enables a comparatively large access opening for the plantable filling of the stem without impairing the support between the superimposed components, i.e. without reducing the bond strength of the stem.
  • the front sections FAB of at least some of the respective adjacent support elements FTE are connected to one another by means of the bridging profile contours KLE which are adapted to the shape by the colliding profile contours. Washing of the filler material can thus be reliably prevented.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Retaining Walls (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Bridges Or Land Bridges (AREA)
  • Piles And Underground Anchors (AREA)
  • Moulding By Coating Moulds (AREA)
  • Sewage (AREA)
  • Diaphragms For Electromechanical Transducers (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Forging (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Un ouvrage comprend un avant-corps (1) formé d'éléments porteurs rigides (3), une ossature porteuse (2) remplie par derrière avec des matériaux en vrac ou compactés et des éléments de traction (6) flexibles plats qui relient l'avant-corps (1) à l'ossature porteuse (2). Chaque élément de traction (6) entoure un élément d'ancrage (7) transversal par rapport au sens de traction, qui coopère avec une butée (8) qui fait librement saillie en bas ou en haut, formée dans la région de la face postérieure des éléments porteurs.
EP91915950A 1990-09-16 1991-09-16 Construction et procede correspondant de production Expired - Lifetime EP0502149B1 (fr)

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
CH2987/90 1990-09-16
CH298790 1990-09-16
CH298790A CH682579A5 (de) 1990-09-16 1990-09-16 Tragwerk, insbesondere Mauer, und Verfahren zu seiner Herstellung.
DE19914104247 DE4104247A1 (de) 1991-02-12 1991-02-12 Raumgitterbauwerk mit zugehoerigem bauteil sowie bauteilsatz
DE4104247 1991-02-12
PCT/EP1991/001762 WO1992005318A1 (fr) 1990-09-16 1991-09-16 Construction et procede correspondant de production, ainsi qu'elements et jeux d'elements de construction associes

Publications (2)

Publication Number Publication Date
EP0502149A1 true EP0502149A1 (fr) 1992-09-09
EP0502149B1 EP0502149B1 (fr) 2000-12-06

Family

ID=25691896

Family Applications (1)

Application Number Title Priority Date Filing Date
EP91915950A Expired - Lifetime EP0502149B1 (fr) 1990-09-16 1991-09-16 Construction et procede correspondant de production

Country Status (9)

Country Link
US (1) US5419092A (fr)
EP (1) EP0502149B1 (fr)
JP (1) JP3260366B2 (fr)
AT (1) ATE197973T1 (fr)
AU (2) AU8490091A (fr)
DE (1) DE59109204D1 (fr)
ES (1) ES2155435T3 (fr)
PT (1) PT100038A (fr)
WO (1) WO1992005318A1 (fr)

Families Citing this family (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4329370A1 (de) * 1993-09-01 1995-03-02 Jaecklin Felix Paul Element für Bauwerke, insbesondere für begrünbare Stütz- oder Schallschutzbauten, mit Bauteilsatz und Herstellungsverfahren
DE19800011A1 (de) * 1998-01-02 1999-07-08 Jaecklin Felix Paul Zellenbauwerk, insbesondere Hang-Stützmauer oder Raumteilungsmauer
FR2773372B1 (fr) * 1998-01-07 2000-03-24 Freyssinet Int Stup Systeme d'attache d'une bande d'armature a une paroi d'un ouvrage de soutenement renforce et procede de fabrication de la paroi
US6368024B2 (en) 1998-09-29 2002-04-09 Certainteed Corporation Geotextile fabric
US6315499B1 (en) 1999-04-01 2001-11-13 Saint Cobain Technical Fabrics Canada, Ltd. Geotextile fabric
US6827527B2 (en) * 1999-12-20 2004-12-07 The New Castle Group, Inc. Wall components and method
AU2929101A (en) * 2000-01-05 2001-07-16 Saint-Gobain Technical Fabrics America, Inc. Smooth reinforced cementitious boards and methods of making same
US6457911B1 (en) 2000-10-25 2002-10-01 Geostar Corporation Blocks and connector for mechanically-stabilized earth retaining wall having soil-reinforcing sheets
US6443662B1 (en) 2000-10-25 2002-09-03 Geostar Corporation Connector for engaging soil-reinforcing grid to an earth retaining wall and method for same
US6447211B1 (en) 2000-10-25 2002-09-10 Geostar Corp. Blocks and connector for mechanically-stabilized earth retaining wall having soil-reinforcing sheets and method for constructing same
US6467357B1 (en) 2000-10-25 2002-10-22 Geostar Corp. Clamping apparatus and method for testing strength characteristics of sheets
US6443663B1 (en) 2000-10-25 2002-09-03 Geostar Corp. Self-locking clamp for engaging soil-reinforcing sheet in earth retaining wall and method
US6761509B2 (en) * 2002-07-26 2004-07-13 Jan Erik Jansson Concrete module for retaining wall and improved retaining wall
US6679656B1 (en) * 2002-12-13 2004-01-20 Redi-Rock International, Llc Connection for geogrid to concrete block earth retaining walls
US6884004B1 (en) 2003-01-13 2005-04-26 Geostar Corporation Tensile reinforcement-to retaining wall mechanical connection and method
US7049251B2 (en) * 2003-01-21 2006-05-23 Saint-Gobain Technical Fabrics Canada Ltd Facing material with controlled porosity for construction boards
US6874293B2 (en) * 2003-03-17 2005-04-05 Redi-Rock International, Llc Protruding planter block for retaining wall
USD509909S1 (en) 2004-05-25 2005-09-20 Custom Precast & Masonry Inc. Retaining wall and block face
US7524144B2 (en) * 2004-06-22 2009-04-28 Allan Block Corporation Retaining wall
US7124754B2 (en) * 2004-08-06 2006-10-24 Custom Precast & Masonry, Inc. Method and device for creating a decorative block feature
US7445407B2 (en) * 2005-11-14 2008-11-04 Earth Reinforcement Technologies, Llc Modular block connecting techniques
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
US7544014B1 (en) * 2007-01-15 2009-06-09 Redi-Rock International Llc Retaining wall anchor system
DE102007036965B4 (de) * 2007-08-04 2011-11-10 Andreas Herold Bauwerk zur Aufbewahrung von Urnen
WO2010019949A2 (fr) * 2008-08-15 2010-02-18 Smart Slope, Llc Système de mur de retenue
DE102009011119B4 (de) * 2009-03-03 2013-12-19 Huesker Synthetic Gmbh Verfahren zur Stabilisierung eines Damms oder einer Halde auf weichem Grund und Damm oder Halde nach diesem Verfahren hergestellt
KR102632477B1 (ko) * 2022-06-09 2024-02-02 한국건설기술연구원 보강토옹벽
AT527304B1 (de) * 2023-09-28 2025-01-15 Leitner Martin Ankerelement für einen Stützmauer-Ziegel

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR23012E (fr) * 1920-04-29 1921-09-20 Charles Rabut Parement-coffrage pour ouvrages en béton
DE3019675A1 (de) * 1980-05-23 1981-12-03 Herwig 7031 Hildrizhausen Neumann Riegelbalken zur bildung eines raumgitters bei einem bauelementsystem zur erstellung bepflanzbarer stuetzmauern
DE3121681A1 (de) 1980-06-04 1982-02-11 Peter Ing. 8621 Thörl Steiermark Rausch Gitterfoermige wand aus fertigteilen
DE3130131C2 (de) * 1980-11-04 1995-01-05 Roger L Toffolon Betonbauteil zur Verwendung beim Bau von Mauern und dergleichen
FR2569742B2 (fr) * 1980-12-12 1986-09-12 Ninio Esther Element prefabrique modulaire pour la confection de murs de soutenement
ATE15393T1 (de) * 1981-06-11 1985-09-15 West Yorkshire Metropolitan Co Bewehrte erdbauwerke und verkleidungselemente dafuer.
US4512685A (en) * 1981-09-08 1985-04-23 Ameron, Inc. Mortarless retaining-wall system and components thereof
AT386434B (de) * 1983-01-24 1988-08-25 Rausch Peter Raumgitterwandsysteme
DE3532641A1 (de) * 1985-09-12 1987-03-19 Geotech Lizenz Ag Mauer mit einem massentragwerk, zugehoeriges bauelement und verfahren zur herstellung der mauer
GB2199063B (en) 1986-12-18 1990-09-26 Mccauley Corp Ltd Retaining wall system
US4920712A (en) * 1989-01-31 1990-05-01 Stonewall Landscape Systems, Inc. Concrete retaining wall block, retaining wall and method of construction therefore
DE3913335A1 (de) * 1989-04-22 1990-10-25 Rolf Hoelzer Mauer
US5257880A (en) * 1990-07-26 1993-11-02 Graystone Block Co. Retaining wall construction and blocks therefor
US5044834A (en) * 1990-07-26 1991-09-03 Graystone Block Co., Inc. Retaining wall construction and blocks therefor

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO9205318A1 *

Also Published As

Publication number Publication date
WO1992005318A1 (fr) 1992-04-02
ATE197973T1 (de) 2000-12-15
JPH05503749A (ja) 1993-06-17
DE59109204D1 (de) 2001-01-11
AU8490091A (en) 1992-04-15
AU1353395A (en) 1995-06-01
JP3260366B2 (ja) 2002-02-25
US5419092A (en) 1995-05-30
AU689527B2 (en) 1998-04-02
PT100038A (pt) 1994-10-31
ES2155435T3 (es) 2001-05-16
EP0502149B1 (fr) 2000-12-06

Similar Documents

Publication Publication Date Title
EP0502149A1 (fr) Construction et procede correspondant de production, ainsi qu'elements et jeux d'elements de construction associes
DE2731228C2 (de) Formstein aus Beton für die Herstellung einer Stützmauer sowie aus derartigen Formsteinen hergestellte Stützmauer
DE69724609T2 (de) Böschungsmauer aus modularen blöcken
DE3019675C2 (fr)
DE3017064C2 (de) Böschungsformstein
EP0680538A1 (fr) Element de construction, notamment element de soutenement ou d'insonorisation gazonnable, jeu d'elements de construction et son procede de fabrication
DE69813809T2 (de) Böschungsmauersystem
DE2519232A1 (de) Bauelementsystem zur erstellung bepflanzbarer mauern
DE3037493A1 (de) System zum zeitweiligen abstuetzen einer ausschachtung
EP0872607A2 (fr) Elément de construction, mur massif fabriqué avec cet élément et sa méthode de construction
DE2844629A1 (de) Vorgefertigtes bauelement fuer mauern
CH674998A5 (en) Device for prevention of avalanches - consists of pyramidal structure suspended at end of cable to support snow mass
EP1054110A1 (fr) Procédé permettant le développement d'une végétation sur une surface en pente
DE2937478A1 (de) Bauteilsatz und bauelement zur herstellung von bauwerken sowie damit gebildete mauer und verwendung zur mauerherstellung
EP1131498A1 (fr) Ensemble paroi de soutenement
EP3908716A1 (fr) Structure de façade et/ou de paroi
DE4104247A1 (de) Raumgitterbauwerk mit zugehoerigem bauteil sowie bauteilsatz
DE4032966A1 (de) Verfahren zur herstellung einer boeschungsbefestigung
DE102017000128A1 (de) Gabionenwandmodul und Verfahren zur Herstellung einer Gabionenwand mit wenigstens einem Gabionenwandmodul
DE8326632U1 (de) Gittersatz zur Bildung einer Böschungsbefestigung
EP0932727A1 (fr) Ouvrage cellulaire, notamment ouvrage de soutenement ou d'isolation acoustique susceptible d'etre recouvert de vegetation, et son procede de fabrication
WO1998033987A1 (fr) Structure grillagee a remplir de materiau en vrac
EP2662498A1 (fr) Système de fondation
DE2614438A1 (de) Bauelement aus beton zum bau von molen, kaimauern oder dergleichen und verfahren zu deren herstellung
DE3601878A1 (de) Befestigungselement fuer die mantelbetonbauweise

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 IT LI LU NL SE

17P Request for examination filed

Effective date: 19921001

RBV Designated contracting states (corrected)

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

17Q First examination report despatched

Effective date: 19940704

RTI1 Title (correction)

Free format text: CONSTRUCTION AND PROCESS FOR PRODUCING THE SAME

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

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 IT LI NL SE

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

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: 20001206

Ref country code: SE

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 20001206

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: 20001206

Ref country code: GR

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

Effective date: 20001206

REF Corresponds to:

Ref document number: 197973

Country of ref document: AT

Date of ref document: 20001215

Kind code of ref document: T

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 59109204

Country of ref document: DE

Date of ref document: 20010111

ITF It: translation for a ep patent filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20010306

ET Fr: translation filed
NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: PATENTANWALT O.K. FIEDLER

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2155435

Country of ref document: ES

Kind code of ref document: T3

GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 20001206

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: 20010916

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
REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: CH

Ref legal event code: AEN

Free format text: DAS PATENT IST AUFGRUND DES WEITERBEHANDLUNGSANTRAGS VOM 30.06.2003 REAKTIVIERT WORDEN

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: 13

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

Ref country code: FR

Payment date: 20040929

Year of fee payment: 14

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: 16

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: 16

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

Ref country code: BE

Payment date: 20070413

Year of fee payment: 16

BERE Be: lapsed

Owner name: *JACKLIN FELIX PAUL

Effective date: 20070930

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: 20070930

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#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: 18

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20070917

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: 20070917

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: 20070916

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