EP0040807B1 - Structure spatiale pour l'établissement de murs de soutènement pouvant être couverts de végétation - Google Patents

Structure spatiale pour l'établissement de murs de soutènement pouvant être couverts de végétation Download PDF

Info

Publication number
EP0040807B1
EP0040807B1 EP81103867A EP81103867A EP0040807B1 EP 0040807 B1 EP0040807 B1 EP 0040807B1 EP 81103867 A EP81103867 A EP 81103867A EP 81103867 A EP81103867 A EP 81103867A EP 0040807 B1 EP0040807 B1 EP 0040807B1
Authority
EP
European Patent Office
Prior art keywords
support block
support
support blocks
slope
clearances
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
EP81103867A
Other languages
German (de)
English (en)
Other versions
EP0040807A1 (fr
Inventor
Herwig Neumann
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
Priority to AT81103867T priority Critical patent/ATE6377T1/de
Publication of EP0040807A1 publication Critical patent/EP0040807A1/fr
Application granted granted Critical
Publication of EP0040807B1 publication Critical patent/EP0040807B1/fr
Expired 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
    • E02D29/0216—Cribbing walls
    • 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
    • E01F8/024—Beam-type, e.g. square-set

Definitions

  • the invention relates to a component system for creating plantable walls, noise barriers or slope supports, with support brackets running transversely to the longitudinal direction of the wall, which are placed directly one above the other with flat, upper and lower contact surfaces, and with longitudinal elements consisting of a base plate and an adjoining parapet part, which in Open recesses of the trestles are introduced at the front and form open planting levels for the soil filled in between the trestle stacks.
  • the support trestle stacks formed from stacked support frames protrude into the slope to be supported, while the soil is intercepted towards the visible side by parapet elements that run in the longitudinal direction of the wall and into the front open recesses of two adjacent and at the same height arranged support stands are introduced.
  • a space lattice arrangement for the production of retaining walls which consists of approximately the same girders lying transversely to the longitudinal direction of the wall and runners running in the direction of the wall.
  • two ties arranged at a longitudinal distance from one another are each covered by a runner on the slope side and a runner arranged near the visible side of the retaining wall, so that approximately a square is formed in the plan view.
  • the respective binder is still covered by the ends of the runners belonging to the adjacent square, and a sequence of binders is then placed on the runners again.
  • trusses and runners Since the trusses and runners have upper and lower recesses in the single or double width of the beam cross-section and are mutually interlocked with the recesses in the superimposed arrangement, trusses and runners from the lowest to the uppermost layer are inevitably in a vertical arrangement one above the other.
  • the square or rectangular shaft formed between two vertical rows of trusses with the cross-runners in between can be filled with gravel or crushed stone to give the retaining wall a drainage effect.
  • every second runner is designed like a trough, which is used to fill the retaining wall with filled soil.
  • the trough shape arises from the fact that a base plate and an apron running obliquely upward in cross section are formed on the runner forming the trough rear wall.
  • the invention has for its object to achieve an increased static strength for a retaining wall or slope support to be created from the component described above and thereby reduce the effort due to the deep integration necessary for comparable stability in the slope.
  • support stands lying at the same height adjacent support block stack are designed as a support for a transom of generally rectangular cross-section, the lower portion of the upwardly open recesses of the two support frames and the upper portion of downwardly open recesses of two overlying Support frames is included, the locking beam and the recesses being arranged near the slope ends of the support frames, and in that the adjacent stack of support frames, longitudinal elements and locking beams are combined to form a group of elements which is adapted to the slope, and which has its own weight and the load of the filled-in soil forms an inclined weight column that withstands the slope forces that occur.
  • the trestles sitting directly on top of one another in the trestle stacks have the task of absorbing shear stresses acting obliquely or approximately in the longitudinal direction of the wall, the supporting force partly resulting from the frictional force of the connection between the trestles and the underlying trestles, but partly also being ensured by the transom bars according to the invention, which thus does that Complete the component system similar to a space grid and also absorb transverse shear forces acting on the trestle stack in an uncontrolled manner from the slope and are able to ablate.
  • the locking bars can have a somewhat shorter length than twice the distance between two adjacent trestle stacks and can be arranged symmetrically to the latter. In this way, any difficulties with the offset of the transom bars and with the construction of the space grille are excluded. In addition, an easier adaptation to a curve of the wall can be achieved due to the provided longitudinal distances. The longitudinal distances between the transom bars remain small enough so that the soil filled into the space lattice forms a coherent unit and has no significant connection to the outside through which the slope forces could penetrate uncontrollably.
  • each support frame is connected to the support frame above and below it by a locking beam and thus secured against displacement.
  • the height of a transom can be about half the height of the trestle.
  • the width of locking bars, which are arranged in the lower region of a pair of trestle stacks, can be greater than the width of locking bars to be laid at a greater height of a wall. This saves on manufacturing costs and the weight of these components and at the same time ensures that the clear cross section of the space lattice remains as large as possible in the middle or upper regions of the retaining wall, although relatively short trestles are used there.
  • the locking bars contain recesses at least on their upper or lower side, with which support supports of a pair of support supports are overlapped at the same height. In this way, the trestles can also be secured against displacement in the direction of the wall.
  • longer support brackets extending deeper into the slope have a plurality of upper recesses so that a shorter support bracket placed on a longer support bracket can be placed with its lower recess on a locking beam which corresponds to the desired setback of the retaining wall at the front.
  • the transom can be replaced by U-shaped or H-shaped brackets, the horizontal legs of which correspond to the cross section of the transom and are surrounded by the upper and lower recesses of the trestles.
  • This simplified bracing of support frames lying one above the other is sufficient for the strength of the wall in the upper floors, since only slight slope forces occur here.
  • two adjacent support brackets 13 belonging to a construction section A or B are provided at their front end with an upwardly directed projection 26 which limits a support surface for the longitudinal element 10 used to the front.
  • the longitudinal element is inserted into the receptacle 25, which is delimited at the front by the projection and is open at the top, and consists of a longer parapet part 12 which is inclined towards the front and a shorter base plate 11 connected to it Mistake.
  • a locking bar 20 is placed on the two trestles 13 according to FIG. 1, the lower half of which is received in recesses 22 which are open at the top in the upper side of the support trestles and of recesses 24 which are open at the bottom from the support supports above the next Floor is covered.
  • the upper recesses 22 are closer to the rear end of the trestles than the lower recesses 24, whereby the back offset of the stacked trestles and thus the inclination of the wall is determined.
  • Embodiments for differently inclined walls are shown in FIGS. 2 and 3.
  • the bottom trestles are anchored in a foundation 28 in the ground.
  • the wall in its longitudinal course consists of sections A, B ... lined up. Each section is formed by a pair of adjacent trestle stacks, which according to Fig. 1 by the longitudinal elements 10 inserted at the front and the locking beams placed in the rear area of the trestles a space grid can be completed.
  • a space grid can be completed.
  • Fig. 5 shows a relatively large retaining wall with a height of approximately 16 m, the trestle stack being constructed from trestles 13 of different lengths. From Fig. 5 it can be seen that square locking elements 20 are inserted in cross-section in the recesses of the lower long trestles, while the locking elements arranged above have a rectangular cross section in portrait format. In all trestles of this wall, the recesses are arranged at the same distance from the back. This results in a uniform inclination of the spatial grid on the slope. The load of the space grating and the earth pillar filled into the space grating is continuously removed downwards and in the direction of the slope, so that an optimal slope support is created without the trestles being able to move against one another. It can also be seen from FIG. 5 that the inclination on the visible side of the retaining wall has a flatter course, since a total of five different long types of trestles have been used.
  • additional recesses 27 are provided in the upper side 14, into which the locking bar 20 is inserted when the support frame above it should have a shorter length.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Architecture (AREA)
  • Retaining Walls (AREA)
  • Revetment (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Claims (9)

1. Système d'éléments de construction pour ériger des murs pouvant être garnis de plantes, des murs de protection contre les bruits ou des soutiens de pentes, comprenant des tréteaux (13) dirigés transversalement par rapport à la direction longitudinale du mur, lesquels sont empilés directement les uns sur les autres par des surfaces d'assise planes, supérieures et inférieures, et des éléments longitudinaux (10), constitués par une plaque de fond (11) et une partie de parapet s'y raccordant sous un certain angle, qui sont insérés dans des évidements (25), ouverts sur la face frontale, des tréteaux (13) et qui forment des étages de plantation, ouverts vers l'avant, pour contenir de la terre entassée entre les piles de tréteaux,
caractérisé en ce que les tréteaux (13) situés à la même hauteur et appartenant à des piles de tréteaux voisines sont établis pour servir d'assise à une poutre (20) de verrouillage de section transversale sensiblement rectangulaire, dont la portion inférieure est enserrée par des échancrures (22), ouvertes vers le haut, des deux tréteaux, et leur portion supérieure, par des échancrures (24), ouvertes vers le bas, de deux tréteaux (13) placés par dessus, la poutre de verrouillage (20) et les échancrures (22, 24) étant disposées au voisinage des extrémités, du côté de la pente, des tréteaux,
et en ce que les piles de tréteaux, éléments longitudinaux (10) et poutres de verrouillage voisins sont réunis ensemble pour former un groupe d'éléments de construction adaptés à l'inclinaison de la pente, groupe qui forme, par son poids propre et la charge de la masse de terre entassée, une colonne inclinée pesante, résistant aux forces de pente qui apparaissent.
2. Système d'éléments de construction selon la revendication 1, caractérisé en ce que les poutres de verrouillage (20) présentent une longueur un peu moindre que le double de l'écartement de deux piles de tréteaux voisines et sont disposées symétriquement par rapport à celles-ci.
3. Système d'éléments de construction selon la revendication 1, caractérisé en ce que dans les piles de tréteaux chaque tréteau (13) est relié au tréteau placé par-dessus et à celui placé par-dessous chaque fois par une poutre de verrouillage.
4. Système d'éléments de construction selon la revendication 1, caractérisé en ce que la hauteur d'une poutre de verrouillage (20) correspond sensiblement à la moitié de la hauteur d'un tréteau.
5. Système d'éléments de construction selon la revendication 1, caractérisé en ce que l'épaisseur des poutres de verrouillage (20) qui sont disposées dans la région inférieure d'une paire de tréteaux est plus grande que celle des poutres de verrouillage devant être placées à une plus grande hauteur d'un mur.
6. Système d'éléments de construction selon la revendication 1, caractérisé en ce que les poutres de verrouillage (20) incluent, tout au moins à leurs côtés supérieur et inférieur, des échancrures au moyen desquelles des tréteaux (13), situés à la même hauteur, d'une paire de piles de tréteaux, sont enserrés.
7. Système d'éléments de construction selon la revendication 1, caractérisé en ce que les échancrures (22, 24) supérieures et inférieures, pour des longueurs de tréteaux différentes, sont toujours disposées avec un écartement plus petit ou le même par rapport à l'extrémité de tréteau du côté de la pente.
8. Système d'éléments de construction selon l'une des revendications 1 à 7, caractérisé en ce que des tréteaux (13) plus longs et s'enfonçant plus dans la pente présentent plusieurs échancrures supérieures (22,27).
9. Système d'éléments de construction selon la revendication 1, caractérisé en ce que dans les tréteaux situés tout en haut d'une pile de tréteaux les poutres de verrouillage sont remplacées par des crampons en forme de U ou de H, dont les branches horizontales correspondent à la section transversale des poutres de verrouillage et sont enserrées par les échancrures (22, 24) supérieures et inférieures des tréteaux.
EP81103867A 1980-05-23 1981-05-20 Structure spatiale pour l'établissement de murs de soutènement pouvant être couverts de végétation Expired EP0040807B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81103867T ATE6377T1 (de) 1980-05-23 1981-05-20 Bauelementsystem zur erstellung bepflanzbarer stuetzmauern.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19803019675 DE3019675A1 (de) 1980-05-23 1980-05-23 Riegelbalken zur bildung eines raumgitters bei einem bauelementsystem zur erstellung bepflanzbarer stuetzmauern
DE3019675 1980-05-23

Publications (2)

Publication Number Publication Date
EP0040807A1 EP0040807A1 (fr) 1981-12-02
EP0040807B1 true EP0040807B1 (fr) 1984-02-22

Family

ID=6103113

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81103867A Expired EP0040807B1 (fr) 1980-05-23 1981-05-20 Structure spatiale pour l'établissement de murs de soutènement pouvant être couverts de végétation

Country Status (4)

Country Link
US (1) US4384810A (fr)
EP (1) EP0040807B1 (fr)
AT (1) ATE6377T1 (fr)
DE (1) DE3019675A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150204034A1 (en) * 2014-01-21 2015-07-23 H. Fredrick Peterson Sound attenuating structure

Families Citing this family (41)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4557634A (en) * 1983-01-11 1985-12-10 Henri Vidal Wall structure and method of construction
US4572711A (en) * 1983-05-23 1986-02-25 Stresswall International, Inc. Prestressed component retaining wall system
DE3413479A1 (de) * 1984-04-10 1985-10-17 Geotech Lizenz AG, Ennetbaden Bauelement fuer traggitter-mauern mit schuettfuellung
US5181351A (en) * 1984-04-10 1993-01-26 Jaecklin Felix Paul Building element for supporting grid walls with a bulk material filling
US4684294A (en) * 1986-01-15 1987-08-04 Neill Raymond J O Retaining wall construction element
US4655646A (en) * 1986-06-16 1987-04-07 Stresswall International, Inc. Multitiered, rigid tieback, essentially vertical retaining wall system
US4945689A (en) * 1987-03-17 1990-08-07 Johnson Jr Robert H Collapsible gridwork for forming structures by confining fluent materials
US4785604A (en) * 1987-03-17 1988-11-22 Johnson Jr Robert H Collapsible gridworks for forming structures by confining fluent materials
NZ227409A (en) * 1988-11-22 1993-08-26 Donner Holdings Ltd Header: crib wall corner including such headers: method of forming crib wall corner
US5294216A (en) 1989-09-28 1994-03-15 Anchor Wall Systems, Inc. Composite masonry block
EP0471104A1 (fr) * 1990-08-16 1992-02-19 Peter Lüft Elément de revêtement pour une oeuvre avec une stabilité propre
US5419092A (en) * 1990-09-16 1995-05-30 Jaecklin; Felix P. Structures and process for producing same, as well as associated elements and sets of construction elements
US5131791A (en) * 1990-11-16 1992-07-21 Beazer West, Inc. Retaining wall system
US5350256A (en) * 1991-11-26 1994-09-27 Westblock Products, Inc. Interlocking retaining walls blocks and system
US5490363A (en) * 1992-10-06 1996-02-13 Anchor Wall Sytems, Inc. Composite masonry block
EP0664845B1 (fr) * 1992-10-06 1999-08-04 Anchor Wall Systems, Inc. Bloc de maconnerie composite
US5704183A (en) * 1992-10-06 1998-01-06 Anchor Wall Systems, Inc. Composite masonry block
GB9223525D0 (en) * 1992-11-10 1992-12-23 Charleston Michael W Water diverters
CA2114677C (fr) * 1994-02-01 1997-12-30 Horacio Correia Bloc pour murs de soutenement
US5484234A (en) * 1994-09-30 1996-01-16 Worden; Leonard A. Building module for plantable walls with a bulk filling material
DE29519270U1 (de) * 1995-12-06 1996-02-01 Ruf, Hans-Joachim, 84066 Mallersdorf-Pfaffenberg Gitterrahmen zum Abstützen und Aufbauen von Humusschichten
AU1282197A (en) * 1995-12-08 1997-06-27 Tycor Retaining wall system
USD458693S1 (en) 1996-11-08 2002-06-11 Anchor Wall Systems, Inc. Retaining wall block
US6082057A (en) 1996-11-08 2000-07-04 Anchor Wall Systems, Inc. Splitting technique
US5879603A (en) 1996-11-08 1999-03-09 Anchor Wall Systems, Inc. Process for producing masonry block with roughened surface
US6029943A (en) 1996-11-08 2000-02-29 Anchor Wall Systems, Inc. Splitting technique
USD445512S1 (en) 1997-10-27 2001-07-24 Anchor Wall Systems, Inc. Retaining wall block
US6402435B1 (en) * 1999-12-29 2002-06-11 Cyrrus Gregory Lewis Pre-stressed modular retaining wall system and method
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
US20040129339A1 (en) * 2001-02-28 2004-07-08 Arellanes Alvin M. Fluent material confinement system
US7591611B2 (en) * 2001-02-28 2009-09-22 Geocell Systems, Inc. Fluent material confinement system
DE60230401D1 (de) 2001-02-28 2009-01-29 Al M Arellanes Auffangsystem für fliessfähige materialien
US6685400B1 (en) * 2001-08-06 2004-02-03 Sll, Llc Mechanically stabilized earth wall systems and methods
US6808339B2 (en) * 2002-08-23 2004-10-26 State Of California Department Of Transportation Plantable geosynthetic reinforced retaining wall
US20050058515A1 (en) * 2003-09-12 2005-03-17 Markusch Peter H. Geotextile/polymer composite liners based on waterborne resins
KR100653453B1 (ko) * 2004-05-21 2006-12-04 레이코엔지니어링 주식회사 옹벽 축조용 블록 및 그 옹벽
US7124754B2 (en) * 2004-08-06 2006-10-24 Custom Precast & Masonry, Inc. Method and device for creating a decorative block feature
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
US8272812B2 (en) * 2008-08-15 2012-09-25 Smart Slope Llc Retaining wall system
KR100947775B1 (ko) 2009-03-09 2010-03-15 (주)신승이앤씨 프리캐스트 블럭을 사용하는 식생부 형성 옹벽 및 그 시공방법
US11293161B2 (en) * 2019-08-07 2022-04-05 Structure Sight LLC Retaining wall

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1268649A (en) * 1918-02-18 1918-06-04 Ernest A Velde Gardening-frame.
US1600081A (en) * 1925-07-01 1926-09-14 Robert B Tufts Wall construction
US1770155A (en) * 1927-02-10 1930-07-08 Otto S Flath Concrete cribbing
US2098263A (en) * 1936-10-08 1937-11-09 Frederick J Trumpour Cribbing saddle
US2123016A (en) * 1937-06-12 1938-07-05 Massey Concrete Products Corp Cribbing
US2972870A (en) * 1957-08-27 1961-02-28 Herbert Rose Cribbing wall
FR1484735A (fr) * 1966-04-22 1967-06-16 Entpr Albert Peller & Cie Murs de soutènement préfabriqués en poutrelles en béton armé
DE2549162A1 (de) * 1975-11-03 1977-05-12 Josef Lutz & Sohn Sand Splitt Stuetzmauer aus verbundkoerpersteinen
DE2718290C2 (de) * 1976-04-26 1983-07-28 Herwig 7031 Hildrizhausen Neumann Bepflanzbare Stützmauer
CH612233A5 (fr) * 1978-01-18 1979-07-13 Heinzmann Marmor Und Kunststei
BE863944Q (fr) * 1978-02-14 1978-05-29 Entpr Albert Peller & Cie Procede de fabrication de murs de soutenement et elements pour la mise en oeuvre de ce procede
CH629557A5 (de) * 1978-03-01 1982-04-30 Hansjuerg Gysi Balken, als querbalken fuer eine kastenmauer.
FR2421243A1 (fr) * 1978-03-31 1979-10-26 Peller Et Cie Entr Albert Mur d'isolation phonique
DE2817549A1 (de) * 1978-04-21 1979-10-25 Karlfried Ing Grad Huland Bauelement zur herstellung von raumgittern

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150204034A1 (en) * 2014-01-21 2015-07-23 H. Fredrick Peterson Sound attenuating structure
US9650748B2 (en) * 2014-01-21 2017-05-16 H. Fredrick Peterson Sound attenuating structure

Also Published As

Publication number Publication date
US4384810A (en) 1983-05-24
EP0040807A1 (fr) 1981-12-02
DE3019675A1 (de) 1981-12-03
DE3019675C2 (fr) 1993-09-16
ATE6377T1 (de) 1984-03-15

Similar Documents

Publication Publication Date Title
EP0040807B1 (fr) Structure spatiale pour l'établissement de murs de soutènement pouvant être couverts de végétation
DE3017064C2 (de) Böschungsformstein
DE69017364T2 (de) Vorgefertigtes armiertes betonstützwandsystem.
CH682164A5 (fr)
CH640589A5 (de) Bepflanzbare, aus betonfertigteilen bestehende mauer.
EP0322667B1 (fr) Méthode pour construire un mur, un élément de construction et une dalle de liaison pour l'exécution de la méthode et mur construit suivant cette méthode
DE3516744A1 (de) Laermschutzelement aus gittermatten
DE2718290C2 (de) Bepflanzbare Stützmauer
EP0055987B1 (fr) Mur de soutènement préfabriqué pour murs ou buttes
EP0031154A1 (fr) Système d'éléments de construction pour l'établissement de murailles pouvant être couvertes de plantes
EP1959058B1 (fr) Mur à gabion sans fin
DE2532520C3 (de) Schutzvorrichtung, insbesondere Schallschutzeinrichtung und Böschungsbefestigung für Strassen, bestehend aus vorgefertigten Bauteilen aus Kunststein, Beton o.dgl
EP0024500B1 (fr) Elément de construction en béton
DE3534437A1 (de) Bodenpflaster, insbesondere fuer baumscheiben
DE3127080C2 (de) "Bepflanzbare Sichtwand"
EP0034565A1 (fr) Mur composé d'éléments de construction
DE3133495A1 (de) L-foermiger betonblock und verfahren zur herstellung einer stuetzwand mit hilfe eines solchen betonblocks
AT360574B (de) Stuetz- und futtermauer
EP0006828B1 (fr) Construction de soutènement et jeu d'éléments de construction pour son érection
DE2513268A1 (de) Vorgefertigte bauteile fuer schallschutzeinrichtungen, insbesondere an autobahnen, und daraus hergestellte schallschutzwaelle oder -waende
DE2819894C3 (de) Aus Betonfertigteilen zusammengesetzte Wand
AT401535B (de) Durchwachsbare mauer
DE3445099A1 (de) Betonfertigteil
DE2908578A1 (de) Beton-bauelement
DE3033650A1 (de) Schallschutzwand

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

Designated state(s): AT BE CH FR GB LU NL

17P Request for examination filed

Effective date: 19820406

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Designated state(s): AT BE CH FR GB LI LU NL

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

Ref country code: BE

Effective date: 19840222

REF Corresponds to:

Ref document number: 6377

Country of ref document: AT

Date of ref document: 19840315

Kind code of ref document: T

ET Fr: translation filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Effective date: 19840520

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

Ref country code: FR

Payment date: 19840521

Year of fee payment: 4

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

Ref country code: LU

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

Effective date: 19840531

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

Ref country code: NL

Effective date: 19841201

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

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee
26N No opposition filed
GBPC Gb: european patent ceased through non-payment of renewal fee
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: 19860131

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

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

Ref country code: GB

Effective date: 19881118

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: HERWIG NEUMANN TRANSFER- DIPL.-ING. HORST ANLAUFF

Ref country code: CH

Ref legal event code: NV

Representative=s name: BRAUN & PARTNER PATENT-, MARKEN-, RECHTSANWAELTE

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

Ref country code: CH

Payment date: 20000526

Year of fee payment: 20

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 EXPIRATION OF PROTECTION

Effective date: 20010519

Ref country code: CH

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20010519

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL