EP0039372B1 - Shaped brick for a talus - Google Patents

Shaped brick for a talus Download PDF

Info

Publication number
EP0039372B1
EP0039372B1 EP80104343A EP80104343A EP0039372B1 EP 0039372 B1 EP0039372 B1 EP 0039372B1 EP 80104343 A EP80104343 A EP 80104343A EP 80104343 A EP80104343 A EP 80104343A EP 0039372 B1 EP0039372 B1 EP 0039372B1
Authority
EP
European Patent Office
Prior art keywords
block
depression
web
degrees
slope
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
EP80104343A
Other languages
German (de)
French (fr)
Other versions
EP0039372A1 (en
Inventor
Helmut Gimmler
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.)
GIMMLER, LUISE MARIA, DIPL.-BETRIEBSWIRT
Original Assignee
Gimmler Luise Maria Dipl-Betriebswirt
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6101575&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0039372(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Gimmler Luise Maria Dipl-Betriebswirt filed Critical Gimmler Luise Maria Dipl-Betriebswirt
Priority to AT80104343T priority Critical patent/ATE10523T1/en
Publication of EP0039372A1 publication Critical patent/EP0039372A1/en
Application granted granted Critical
Publication of EP0039372B1 publication Critical patent/EP0039372B1/en
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
    • E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
    • 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
    • E01F8/023—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 made of stacked or staggered elements, e.g. hollow
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof

Definitions

  • the invention relates to a shaped embankment, mainly made of concrete, according to the preamble of claim 1.
  • Embankment stones are used in garden and landscape design and in road construction to cover and secure the embankments from the ground, as well as for the construction of soundproofing walls and the like. the like
  • a set of components for the mortar-free production of walls is already known, which consists of rectangular plates and for connecting the same specific binders. These trusses are designed so that they can be positively stacked, each rotated by 180 degrees relative to one another, a gap for receiving a plate being formed by the inner inclined surface of a respective lower truss and the outer inclined surface of a respective upper truss.
  • the top of the truss is trough-shaped with a flat bottom, and its underside runs parallel to it and is stepped below the inner inclined surface so that this recess is positively supported on the corresponding web of the underlying truss. (DE-A-2 922 818).
  • a wall created with these elements can be filled with gravel or soil and planted.
  • the disadvantage is the need to manufacture and maintain two different types of stone. It is also unfavorable that this set of components can only be moved in a single way, so that there is no possibility of variation when using it. Also, for example in the case of heavy downpours, the soil filled in between the plates can be easily washed out, including, of course the planting would suffer.
  • a component made of concrete or the like. for retaining walls or the like known that has a bottom parallel to the top plane-parallel, and on the top or bottom at least one, in its longitudinal direction between its side surfaces, groove-shaped recess. (DE-U-79 22 619).
  • the stone has an approximately V-shaped cross-section, with its two legs forming a very obtuse angle to one another. Since they can only absorb small horizontal forces when stacked on top of each other, the wall they built is stabilized by anchor stones laid in the ground. These anchor stones are for this purpose over flat iron or the like. connected to the anchor rods laid in the groove-shaped recesses.
  • the object of the invention is to provide a stone for the creation of plantable dry stone walls, embankment cladding or the like. to develop, which can be layered in a secure network due to its spatial design with large contact surfaces.
  • the masonry created with this should be able to transfer or absorb significant horizontal forces. It should also make it possible to create walls with different slope angles with it, even on a flat surface and with only one type of stone, without the stability of the wall being affected. Regardless of how the stones are stacked, it should also securely hold the potting soil filled in the hatches between two adjacent stones and provide enough space to accommodate larger plants or shrubbery.
  • the embankment block has two plane-parallel side surfaces 1, 2. Its top is formed by a trough 3 with a flat bottom 4, which is delimited by a front and a rear web 5, 6, each directed obliquely upwards.
  • the base is stepped and runs parallel to the trough bottom 4.
  • the raised part 7 of the base is adapted in its profile to the top trough and its heel height to the height of the rear web 6.
  • the stone front 8 is inclined forward at an angle of approximately 60 degrees and the rear 9 is inclined rearward at an angle of approximately 75 degrees.
  • the two webs 5, 6 running in alignment with the front and the rear are uniformly thick over their entire height, i.e. the inner flank 14 of the front web 5 runs parallel to the stone front 8 and the inner flank 15 of the rear web 6 runs parallel to the back 9 of the stone.
  • the upper edges of the two webs are provided with chamfers 10, 11 and 12, 13.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Revetment (AREA)

Abstract

1. A purpose-made slope block for building retaining walls or sound-insulating walls, slope revetments and the like with any inclination and possibly planted, with a single type of block, these blocks being able to be placed with gaps or adjoining and having parallel lateral faces (1, 2), a depression (3) at the top and a base adapted to the top of the block, characterised in that the depression (3) at the top is bounded at the front and back by a web (5, 6) directed obliquely upwards in each case, that the projecting portion of the off-set bottom surface (7) fits positively into the depression (3) at the top, that the rear recess in the bottom surface (7) is so constructed that it is supported positively on the rear web (6) of the block placed below in each case, and that the inclination of the front (8) of the block amounts to about 60 degrees and that of the back (9) of the block amounts to about 75 degrees to the horizontal.

Description

Die Erfindung betrifft einen Böschungsformstein, vornehmlich aus Beton, gemäß dem Oberbegriff des Patentanspruchs 1.The invention relates to a shaped embankment, mainly made of concrete, according to the preamble of claim 1.

Böschungsformsteine dienen bei der Garten-und Landschaftsgestaltung und beim Straßenbau zur Abdeckung und Befestigung der Böschungen aus Erdreich sowie zum Bau von Schallschutzmauern u. dgl.Embankment stones are used in garden and landscape design and in road construction to cover and secure the embankments from the ground, as well as for the construction of soundproofing walls and the like. the like

Es ist bereits ein Bauelement-Satz zur mörtelfreien Herstellung von Mauern bekannt, der aus rechteckigen Platten und zum Verbinden derselben bestimmten Bindern besteht. Diese Binder sind so ausgebildet, daß sie, jeweils um 180 Grad gegeneinander verdreht, formschlüssig aufeinandersetzbar sind, wobei durch die innere Schrägfläche eines jeweils unteren Binders und die äußere Schrägfläche eines jeweils oberen Binders ein Spalt zur Aufnahme einer Platte gebildet wird. Die Oberseite der Binder ist muldenförmig mit ebenem Boden, und seine Unterseite verläuft parallel dazu und ist unterhalb der inneren Schrägfläche stufenförmige so ausgespart, daß sich diese Aussparung formschlüssig auf dem entsprechenden Steg des darunterliegenden Binders abstützt. (DE-A-2 922 818).A set of components for the mortar-free production of walls is already known, which consists of rectangular plates and for connecting the same specific binders. These trusses are designed so that they can be positively stacked, each rotated by 180 degrees relative to one another, a gap for receiving a plate being formed by the inner inclined surface of a respective lower truss and the outer inclined surface of a respective upper truss. The top of the truss is trough-shaped with a flat bottom, and its underside runs parallel to it and is stepped below the inner inclined surface so that this recess is positively supported on the corresponding web of the underlying truss. (DE-A-2 922 818).

Eine mit diesen Elementen erstellte Mauer kann mit Kies oder Erdreich verfüllt und bepflanzt werden. Nachteilig ist jedoch die Notwendigkeit, zwei verschiedenartige Steinarten zu fertigen und vorzuhalten. Ungünstig ist auch, daß dieser Bauelement-Satz nur in einer einzigen Art und Weise versetzt werden kann, daß also bei seiner Verwendung keine Variationsmöglichkeit gegeben ist Auch kann, beispielsweise bei starken Regengüssen, die zwischen den Platten eingefüllte Erde leicht ausgewaschen werden, worunter natürlich auch die Bepflanzung leiden würde.A wall created with these elements can be filled with gravel or soil and planted. The disadvantage, however, is the need to manufacture and maintain two different types of stone. It is also unfavorable that this set of components can only be moved in a single way, so that there is no possibility of variation when using it. Also, for example in the case of heavy downpours, the soil filled in between the plates can be easily washed out, including, of course the planting would suffer.

Außerdem ist ein Bauelement aus Beton o.dgl. für Stützwände o.dgl. bekannt, das eine zur Oberseite planparallele Unterseite, sowie an der Ober- oder Unterseite wenigstens eine in seiner Längsrichtung zwischen seinen Seitenflächen verlaufende, nutförmige Ausnehmung aufweist. (DE-U-79 22 619).In addition, a component made of concrete or the like. for retaining walls or the like known that has a bottom parallel to the top plane-parallel, and on the top or bottom at least one, in its longitudinal direction between its side surfaces, groove-shaped recess. (DE-U-79 22 619).

Auch diese Bauelemente sind dazu bestimmt, ein Trockenmauerwerk zu errichten. Der Stein hat zu diesem Zweck einen etwa V-förmigen Querschnitt, wobei seine beiden Schenkel einen sehr stumpfen Winkel zueinander bilden. Da sie übereinandergestapelt nur geringe Horizontalkräfte aufnehmen können, wird die mit ihnen errichtete Mauer durch im Erdreich verlegte Ankersteine stabilisiert. Diese Ankersteine sind zu diesem Zweck über Flacheisen o.dgl. mit den in die nutförmigen Ausnehmungen verlegten Ankerstäben verbunden.These components are also intended to erect dry masonry. For this purpose, the stone has an approximately V-shaped cross-section, with its two legs forming a very obtuse angle to one another. Since they can only absorb small horizontal forces when stacked on top of each other, the wall they built is stabilized by anchor stones laid in the ground. These anchor stones are for this purpose over flat iron or the like. connected to the anchor rods laid in the groove-shaped recesses.

Nachteilig ist auch bei diesem Stein, daß er bei seiner Verlegung keinerlei Variationsmöglichkeit bietet, und daß die mit Erdreich verfüllten Pflanzluken einer Mauer sehr leicht ausgewaschen werden können, weil die Auflageflächen für die Erde praktisch waagerecht verlaufen, ohne einen vorderen hochstehenden Begrenzungssteg zu besitzen.It is also a disadvantage of this stone that it does not offer any variation when it is laid, and that the planted hatches of a wall, which are filled with soil, can be washed out very easily because the contact surfaces for the earth run practically horizontally without having a front upstanding web.

Aufgabe der Erfindung ist es, einen Stein zur Erstellung von auch bepflanzbaren Trockenmauern, Böschungsverkleidungen o.dgl. zu entwicklen, der sich infolge seiner räumlichen Gestaltung mit großen Anlageflächen im sicheren Verbund übereinanderschichten läßt. Das damit erstellte Mauerwerk soll in der Lage sein, auch erheblich Horizontalkräfte zu übertragen bzw. aufzunehmen. Er soll es auch ermöglichen, mit ihm selbst bei ebener Grundfläche und mit nur einer einzigen Steinart, Mauern mit verschiedenen Böschungswinkel zu erstellen, ohne daß deren Stabilität darunter leidet. Auch soll er, unabhängig davon wie die Steine übereinandergeschichtet sind, die in den Luken zwischen zwei benachbarten Steinen eingefüllte Pflanzerde sicher haltern und genügend große Freiräume zu bilden, um dort auch größere Pflanzen oder Buschwerk unterzubringen.The object of the invention is to provide a stone for the creation of plantable dry stone walls, embankment cladding or the like. to develop, which can be layered in a secure network due to its spatial design with large contact surfaces. The masonry created with this should be able to transfer or absorb significant horizontal forces. It should also make it possible to create walls with different slope angles with it, even on a flat surface and with only one type of stone, without the stability of the wall being affected. Regardless of how the stones are stacked, it should also securely hold the potting soil filled in the hatches between two adjacent stones and provide enough space to accommodate larger plants or shrubbery.

Diese Aufgabe wurde gelöst durch den Böschungsformstein gemäß dem kennzeichnenden Teil des Patentanspruchs 1.This object was achieved by the embankment block according to the characterizing part of patent claim 1.

Eine weitere vorteilhafte Ausgestaltung des erfindungsgemäßen Steins ist in den Patentansprüchen 2 und 3 beschrieben.A further advantageous embodiment of the stone according to the invention is described in claims 2 and 3.

Als Vorteile des erfindungsgemäßen Steins können angeführt werden:

  • Er kann als einzige Steinart, d.h. ohne irgendwelche Hilfsteine, in verschiedenen Positionen so übereinander geschichtet werden, daß jeweils ein Mauerwerk oder eine Böschungsverkleidung mit verschiedenem Böschungswinkel entsteht,
  • er besitzt bei jeder Art der Aufeinanderschichtung immer große gegenseitige Anlageflächen, so daß sich eine sehr formstabile Mauer ergibt, die ohne zusätzliche Verankerung in der Lage ist, große horizontale Schubkräfte zu übertragen bzw. aufzunehmen,
  • er hat eine so vorteilhafte Raumform, daß er das in den Luken zwischen zwei benachbarten Steinen gelagerte Erdreich sicher haltern und durch seine schräg aufwärts gerichteten Flächen oder Stege vor dem Ausschwemmen bewahren kann, und diese Luken sind so geräumig ausgebildet, daß sie auch größere Blumen und Strauchwerk aufnehmen können. Selbstverständlich können diese Steine auch lückenlos versetzt werden.
The following can be mentioned as advantages of the stone according to the invention:
  • As the only type of stone, ie without any auxiliary stones, it can be stacked in different positions so that masonry or embankment cladding with different angle of embankment is created.
  • with each type of stacking, it always has large mutual contact surfaces, so that there is a very dimensionally stable wall which is able to transmit or absorb large horizontal thrust forces without additional anchoring,
  • it has such an advantageous spatial shape that it can hold the soil stored in the hatches between two adjacent stones and prevent it from being washed out by its obliquely upward-facing surfaces or walkways, and these hatches are so spacious that they can also hold larger flowers and Can absorb shrubs. Of course, these stones can also be moved without gaps.

Die Zeichnung erläutert den erfindungsgemäßen Böschungsformstein an Ausführungs- und Anwendungsbeispielen.The drawing explains the embankment block according to the invention using exemplary embodiments and applications.

Es zeigt:

  • Fig. 1 den Böschungsformstein in perspektivischer Ansicht,
  • Fig. 2 und 3 die Steine zu einer bepflanzbaren Böschungswand im Winkel von etwa 75 Grad auf Luke versetzt im Schnittbild und in der Vorderansicht,
  • Fig. 4 und 5 die Steine im gleichen Winkel übereinander, jedoch ohne Luken versetzt im Schnittbild und in der Vorderansicht,
  • Fig. 6 und 7 eine Schallschutzwand, die aus im Winkel von etwa 75 Grad satteldachförmig übereinander und auf Luke versetzten Steinen besteht, im Schnittbild und in der Vorderansicht,
  • Fig. 8 und 9 eine senkrechte Böschungsstützwand mit auf Luke versetzten Steinen im Schnittbild und in der Vorderansicht, und
  • Fig. 10 und 11 eine in etwa 45 Grad zur Waagerechten verlaufende Stützwand, ebenfalls mit auf Luke versetzten Steinen im Schnittbild und in der Vorderansicht.
It shows:
  • 1 is a perspective view of the slope stone,
  • 2 and 3 the stones to a plantable embankment wall at an angle of about 75 degrees on hatch offset in the sectional view and in the front view,
  • 4 and 5 the stones at the same angle one above the other, but without hatches offset in the sectional view and in the front view,
  • 6 and 7 a soundproofing wall, which consists of stones at an angle of approximately 75 degrees one above the other and placed on hatch stones, in sectional view and in front view,
  • 8 and 9 a vertical embankment retaining wall with stones placed on the hatch in the sectional view and in the front view, and
  • 10 and 11 an approximately 45 degrees to the horizontal support wall, also with stones placed on hatch in the sectional view and in the front view.

Der Böschungsformstein weist zwei planparallele Seitenflächen 1, 2 auf. Seine Oberseite wird durch eine Mulde 3 mit ebenem Boden 4 gebildet, die von einem vorderen und einem hinteren, jeweils schräg aufwärts gerichtetem Steg 5, 6 begrenzt ist. Die Grundfläche ist stufenförmige abgesetzt und verläuft parallel zum Muldenboden 4. Der erhabene Teil 7 der Grundfläche ist in seinem Profil der oberseitigen Mulde und deren Absatzhöhe der Höhe des hinteren Steges 6 angepaßt. Die Steinvorderseite 8 ist im Winkel von etwa 60 Grad nach vorn und die Rückseite 9 im Winkel von etwa 75 Grad nach rückwärts geneigt. Die beiden in der Flucht der Vorder- bzw. der Rückseite verlaufenden Stege 5, 6 sind auf ihrer gesamten Höhe gleichmäßig dick, d.h. die Innenflanke 14 des vorderen Steges 5 verläuft parallel zur Steinvorderseite 8 und die Innenflanke 15 des hinteren Steges 6 parallel zur Rückseite 9 des Steins. Die Oberkanten der beiden Stege sind mit Anfasungen 10, 11 bzw. 12, 13 versehen.The embankment block has two plane-parallel side surfaces 1, 2. Its top is formed by a trough 3 with a flat bottom 4, which is delimited by a front and a rear web 5, 6, each directed obliquely upwards. The base is stepped and runs parallel to the trough bottom 4. The raised part 7 of the base is adapted in its profile to the top trough and its heel height to the height of the rear web 6. The stone front 8 is inclined forward at an angle of approximately 60 degrees and the rear 9 is inclined rearward at an angle of approximately 75 degrees. The two webs 5, 6 running in alignment with the front and the rear are uniformly thick over their entire height, i.e. the inner flank 14 of the front web 5 runs parallel to the stone front 8 and the inner flank 15 of the rear web 6 runs parallel to the back 9 of the stone. The upper edges of the two webs are provided with chamfers 10, 11 and 12, 13.

Diese vielfach gegliederte Oberfläche des erfindungsgemäßen Böschungsformsteins erlaubt die in der Zeichnung erläuterte variable Anwendung in Form von Böschungs- und Schallschutzwänden. Dabei ist der Stein bei den Anwendungsbeispielen nach Fig. 2 bis 7 mit der Mulde 3 nach oben und bei den Beispielen nach Fig. 8 bis 11 mit der Mulde nach unten bzw. schräg abwärts auf Stoß oder auf Luke versetzt. In jedem Fall aber verhaken sich die Stege, Vorsprünge, Absätze und Mulden so ineinanander, daß die erstellte Wand der Belastung durch die rückwärtigen Bodendrücke standhält. Durch ein entsprechend ausgebildetes Fundament, welches die unterste Steinreihe abstützt, kann, wie in Fig. 2 bis 11 dargestellt, jeder beliebige Böschungswinkel erreicht werden.This often structured surface of the embankment block according to the invention permits the variable application explained in the drawing in the form of embankment and soundproof walls. The stone in the application examples according to FIGS. 2 to 7 with the trough 3 upwards and in the examples according to FIGS. 8 to 11 with the trough downwards or obliquely downwards is placed on an impact or on a hatch. In any case, however, the webs, protrusions, shoulders and depressions interlock so that the wall created withstands the stress caused by the backward ground pressures. By means of an appropriately designed foundation which supports the lowest row of stones, any slope angle can be achieved, as shown in FIGS. 2 to 11.

Claims (3)

1. A purpose-made slope block for building retaining walls or sound-insulating walls, slope revetments and the like with any inclination and possibly planted, with a single type of block, these blocks being able to be placed with gaps or adjoining and having parallel lateral faces (1, 2), a depression (3) at the top and a base adapted to the top of the block, characterised in that the depression (3) at the top is bounded at the front and back by a web (5, 6) directed obliquely upwards in each case, that the projecting portion of the off-set bottom surface (7) fits positively into the depression (3) at the top, that the rear recess in the bottom surface (7) is so constructed that it is supported positively on the rear web (6) of the block placed below in each case, and that the inclination of the front (8) of the block amounts to about 60 degrees and that of the back (9) of the block amounts to about 75 degrees to the horizontal.
2. A purpose-made slope block as claimed in claim 1, characterised in that the inside flank (14) of the front web (5) extends parallel to the front (8) of the block and the inside flank (15) of the rear web (6) extends parallel to the back (9) of the block.
3. A purpose-made slope block as claimed in one of the claims 1 or 2, characterised in that the upper edges (10, 11 or 12, 13) of at least one of the two webs (5, 6) are broken, that is to say chamfered.
EP80104343A 1980-05-03 1980-07-24 Shaped brick for a talus Expired EP0039372B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT80104343T ATE10523T1 (en) 1980-05-03 1980-07-24 SLOPE SHAPED STONE.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3017064 1980-05-03
DE3017064A DE3017064C2 (en) 1980-05-03 1980-05-03 Embankment block

Publications (2)

Publication Number Publication Date
EP0039372A1 EP0039372A1 (en) 1981-11-11
EP0039372B1 true EP0039372B1 (en) 1984-11-28

Family

ID=6101575

Family Applications (1)

Application Number Title Priority Date Filing Date
EP80104343A Expired EP0039372B1 (en) 1980-05-03 1980-07-24 Shaped brick for a talus

Country Status (3)

Country Link
EP (1) EP0039372B1 (en)
AT (1) ATE10523T1 (en)
DE (1) DE3017064C2 (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5490363A (en) 1992-10-06 1996-02-13 Anchor Wall Sytems, Inc. Composite masonry block
US5589124A (en) 1989-09-28 1996-12-31 Block Systems, Inc. Method of forming composite masonry blocks
US5704183A (en) 1992-10-06 1998-01-06 Anchor Wall Systems, Inc. Composite masonry block
US5709062A (en) 1992-10-06 1998-01-20 Anchor Wall Systems, Inc. Composite masonry block
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
USD430680S (en) 1999-01-15 2000-09-05 Handy-Stone Corporation Concrete block
US6178704B1 (en) 1996-11-08 2001-01-30 Anchor Wall Systems, Inc. Splitting technique
USD445512S1 (en) 1997-10-27 2001-07-24 Anchor Wall Systems, Inc. Retaining wall block
USD458693S1 (en) 1996-11-08 2002-06-11 Anchor Wall Systems, Inc. Retaining wall block
KR100814997B1 (en) * 2000-08-02 2008-03-18 가부시키가이샤 시세이도 Cosmetic paper

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4532748A (en) * 1982-01-06 1985-08-06 Rotherham William D B Building block
FR2544764B1 (en) * 1983-04-19 1985-12-06 Rech Ste Civile Et SUPPORT ELEMENT FOR THE PREPARATION OF RETENTION TALUS AND THE LIKE
DE3505530A1 (en) * 1985-02-18 1986-08-21 Sf-Vollverbundstein-Kooperation Gmbh, 2820 Bremen (CONCRETE) MOLDED STONE FOR SUPPORT WALLS AND SUPPORT WALL
ATE54694T1 (en) * 1985-02-18 1990-08-15 Sf Vollverbundstein RETAINING WALL.
US4993206A (en) * 1989-02-03 1991-02-19 National Concrete Masonry Association Interlocking building units and walls constructed thereby
FR2646448B1 (en) * 1989-04-27 1992-03-20 Chapuis Philippe METHOD OF CONSTRUCTING A WORK OF ART, BLOCKS OF SIDING FOR THE IMPLEMENTATION OF SAID METHOD AND WORK OF ART THUS PRODUCED
AU635397B2 (en) * 1990-03-15 1993-03-18 Anchor Wall Systems, Inc. Composite masonry block
AU644250B2 (en) * 1990-12-07 1993-12-02 Boral Hollostone Masonry (South Aust) Pty Limited Dry-stacked retaining wall and block
BE1006112A3 (en) * 1992-08-07 1994-05-17 Interblocs S P R L Wall assembly and method for construction of the wall.
US6715965B2 (en) * 1999-09-30 2004-04-06 Redi-Rock International, Llc Retaining wall blocks and retaining walls constructed from such blocks
WO2010131083A1 (en) * 2009-05-13 2010-11-18 Andre Esterhuizen A block
CN102691277B (en) * 2012-06-19 2014-10-15 陈苏亮 Special-shaped block as well as wall and earth-retaining slope-protecting structures built thereby

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1934180A1 (en) * 1969-07-05 1971-06-03 Allg Strassenbaubedarfs Gmbh Molded stone and method for the production of covers, in particular dike and watercourse fastenings and covers
CH587390A5 (en) * 1974-09-19 1977-04-29 Winkler Bernhard
DE2519232C3 (en) * 1975-04-30 1980-05-29 Herwig 7031 Hildrizhausen Neumann Plantable retaining wall
DE7520030U (en) * 1975-06-24 1977-06-16 Sf-Vollverbundstein-Kooperation Gmbh, 2820 Bremen COMPONENT SET FOR CREATING SUPPORT WALLS
AT357731B (en) * 1978-10-06 1980-07-25 Frei Bruno CONSTRUCTION ELEMENT SET OF RECTANGULAR PANELS AND BINDER FOR THE PRODUCTION OF WALLS
DE7922619U1 (en) * 1979-08-08 1979-11-08 Quast, Dieter, Prof. Dipl.-Ing., 2875 Ganderkesee CONCRETE ELEMENT OR DGL. FOR STUETZWENDE O.DGL.

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6183168B1 (en) 1989-09-28 2001-02-06 Anchor Wall Systems, Inc. Composite masonry block
US5589124A (en) 1989-09-28 1996-12-31 Block Systems, Inc. Method of forming composite masonry blocks
US5827015A (en) 1989-09-28 1998-10-27 Anchor Wall Systems, Inc. Composite masonry block
US6616382B2 (en) 1989-09-28 2003-09-09 Anchor Wall Systems, Inc. Composite masonry block
US6312197B1 (en) 1989-09-28 2001-11-06 Anchor Wall Systems, Inc. Composite masonry block
US6142713A (en) 1989-09-28 2000-11-07 Anchor Wall Systems, Inc. Composite masonry block
US5704183A (en) 1992-10-06 1998-01-06 Anchor Wall Systems, Inc. Composite masonry block
US5709062A (en) 1992-10-06 1998-01-20 Anchor Wall Systems, Inc. Composite masonry block
US5711129A (en) 1992-10-06 1998-01-27 Anchor Wall Systems, Inc. Masonry block
US5795105A (en) 1992-10-06 1998-08-18 Anchor Wall Systems, Inc. Composite masonry block
US5490363A (en) 1992-10-06 1996-02-13 Anchor Wall Sytems, Inc. Composite masonry block
US6113318A (en) 1992-10-06 2000-09-05 Anchor Wall Systems, Inc. Composite masonry block
US6029943A (en) 1996-11-08 2000-02-29 Anchor Wall Systems, Inc. Splitting technique
US6178704B1 (en) 1996-11-08 2001-01-30 Anchor Wall Systems, Inc. Splitting technique
USD458693S1 (en) 1996-11-08 2002-06-11 Anchor Wall Systems, Inc. Retaining wall block
US5879603A (en) 1996-11-08 1999-03-09 Anchor Wall Systems, Inc. Process for producing masonry block with roughened surface
USD445512S1 (en) 1997-10-27 2001-07-24 Anchor Wall Systems, Inc. Retaining wall block
USD430680S (en) 1999-01-15 2000-09-05 Handy-Stone Corporation Concrete block
KR100814997B1 (en) * 2000-08-02 2008-03-18 가부시키가이샤 시세이도 Cosmetic paper

Also Published As

Publication number Publication date
ATE10523T1 (en) 1984-12-15
DE3017064C2 (en) 1984-04-05
EP0039372A1 (en) 1981-11-11
DE3017064A1 (en) 1981-11-19

Similar Documents

Publication Publication Date Title
EP0039372B1 (en) Shaped brick for a talus
DE2731228C2 (en) Concrete shaped stone for the production of a retaining wall and retaining wall made of such shaped stones
DE68910631T2 (en) Plantable retaining wall with niches, which can be used as lost formwork.
DE3019675C2 (en)
DE2537408C3 (en) Building block for the production of a plantable retaining wall
EP0273911A1 (en) Noise-absorbing greenary-carrying structure.
DE69017364T2 (en) PRE-FABRICATED ARMORED CONCRETE WALL SYSTEM.
DE2025449A1 (en) Method and device for location fixing of a building
DE3401629A1 (en) Block, and wall formed from blocks of this type
EP0322668A1 (en) Building blocks for wall constructions, and wall built with the building blocks
DE1811932C3 (en) Retaining wall designed as a space lattice wall
DE3025870A1 (en) Vegetation supporting retaining wall hollow block - is trough shaped with sloping interfacing lengthways sides
DE102006051707A1 (en) Gabion wall for use as sound insulation wall, has monolithic concrete core extending over entire length of gabion wall in interior of gabion wall, and enclosed by natural stone layering and filler material layering
EP0187615B1 (en) Set of elements for composite constructions
EP0322667A1 (en) Method for building a wall, construction element and connection slab for applying the method, and wall built by the method
EP0039448A2 (en) Wall made of concrete elements
DE2718290A1 (en) Wall with terraces for growing plants - has lengthways units with parapet and base panel overlapped by support blocks
DE2844629A1 (en) PREFABRICATED COMPONENT FOR WALLS
EP0047717A1 (en) Building block
EP0024500B1 (en) Concrete building element
DE102010010046A1 (en) Plant trough as a modular module
DE8805949U1 (en) Kit for making a root protection bridge for trees
DE8706694U1 (en) Noise barrier
DE102014007124B4 (en) building foundation
DE19808092A1 (en) Tree-planting equipment alongside roads etc

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 IT LI LU NL

17P Request for examination filed

Effective date: 19811015

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: GIMMLER, LUISE MARIA, DIPL.-BETRIEBSWIRT

ITF It: translation for a ep patent filed

Owner name: DE DOMINICIS & MAYER S.R.L.

RIN1 Information on inventor provided before grant (corrected)

Inventor name: GIMMLER, HELMUT

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

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

REF Corresponds to:

Ref document number: 10523

Country of ref document: AT

Date of ref document: 19841215

Kind code of ref document: T

ET Fr: translation filed
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
ITTA It: last paid annual fee
BERE Be: lapsed

Owner name: GIMMIER LUISE MARIA

Effective date: 19900731

EPTA Lu: last paid annual fee
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 19940731

Year of fee payment: 15

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

Ref country code: CH

Payment date: 19941227

Year of fee payment: 15

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

Ref country code: FR

Payment date: 19941230

Year of fee payment: 15

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

Ref country code: LU

Payment date: 19950101

Year of fee payment: 15

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

Ref country code: BE

Payment date: 19950111

Year of fee payment: 15

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

Ref country code: AT

Payment date: 19950131

Year of fee payment: 15

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: 19950724

Ref country code: AT

Effective date: 19950724

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

Ref country code: LI

Effective date: 19950731

Ref country code: CH

Effective date: 19950731

Ref country code: BE

Effective date: 19950731

BERE Be: lapsed

Owner name: GIMMIER LUISE MARIA

Effective date: 19950731

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

Ref country code: NL

Effective date: 19960201

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 19960201

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

Ref country code: FR

Effective date: 19960430

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST