EP0039372A1 - Shaped brick for a talus - Google Patents

Shaped brick for a talus Download PDF

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Publication number
EP0039372A1
EP0039372A1 EP80104343A EP80104343A EP0039372A1 EP 0039372 A1 EP0039372 A1 EP 0039372A1 EP 80104343 A EP80104343 A EP 80104343A EP 80104343 A EP80104343 A EP 80104343A EP 0039372 A1 EP0039372 A1 EP 0039372A1
Authority
EP
European Patent Office
Prior art keywords
stone
block
degrees
web
trough
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
EP80104343A
Other languages
German (de)
French (fr)
Other versions
EP0039372B1 (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
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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(A1) "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

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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

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 l.The invention relates to a slope stone, primarily 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.Slope stones are used in garden and landscape design and in road construction to cover and fix the slopes from the ground.

Böschungsformsteine sind bereits in verschiedenen Ausführungen bekannt. Sie sind aber teilweise zu unhandlich und verursachen dadurch hohe Transport- und Versetzkosten oder aber sind nicht so universell einsetzbar, wie das zu erwarten wäre.Slope stones are already known in various designs. However, some of them are too bulky and therefore cause high transport and relocation costs or are not as universally applicable as would be expected.

Der Erfindung liegt die Aufgabe zugrunde, einen Böschungsformstein zu entwickeln, der leicht zu handhaben und infolge seiner Form universell einsetzbar ist.The invention has for its object to develop a slope stone that is easy to handle and can be used universally due to its shape.

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

Weitere vorteilhafte Ausgestaltungen des erfindungsgemäßen Böschungsformsteins sind im kennzeichnenden Teil der Patentansprüche 2 und 3 beschrieben.Further advantageous embodiments of the embankment block according to the invention are described in the characterizing part of claims 2 and 3.

Die Vorteile des erfindungsgemäßen Böschungsformsteins sind insbesondere darin zu sehen, daß dieser Stein leicht und damit kostengünstig zu fertigen ist, daß er handlich ist und ein nicht zu hohes Gewicht hat, so daß er auch an Stellen versetzt werden kann, wo beispielsweise die wesentlich schwereren Stahlbetonfertigteile aus transporttechnischen Gründen nicht mehr zur Anwendung gelangen können. Er ist auch platzgünstig zu stapeln und besonders vielfältig zu verwenden. Er kann bündig oder auf Luke zu Stützwänden mit verschiedenen Böschungswinkeln versetzt werden, wobei sich die vorspringenden Stege und Absätze sowie die Mulden der einzelnen Steine so ineinander verhaken, daß sich ein absolut sicherer Verbund ergibt. Vorteilhaft ist insbesondere auch, daß die freien Zwischenräume bei den auf Luke versetzten Steinen bepflanzt werden können, was sogar bei bestimmten Versetzungsarten mit Bäumchen oder Sträuchern geschehen kann, wobei deren Wurzeln sich im Erdreich der aufgeschütteten Böschung auf der Rückseite der Stützwände verankern können. Auch können diese Steine zu besonders wirksamen Schallschutzwänden versetzt werden.The advantages of the embankment shaped stone according to the invention can be seen in particular in the fact that this stone is easy and therefore inexpensive to manufacture, that it is handy and not too heavy, so that it can also be moved to places where, for example, the much heavier precast reinforced concrete parts can no longer be used for transport reasons. It is also easy to stack and can be used in a variety of ways. It can be installed flush or on the hatch to support walls with different angles of embankment, whereby the projecting webs and shoulders as well as the troughs of the individual stones interlock so that an absolutely secure bond results. It is particularly advantageous that the free spaces between the stones placed on the hatch can be planted, which can even happen with certain types of relocation with saplings or shrubs, the roots of which can anchor themselves in the soil of the embankment on the back of the retaining walls. These stones can also be moved to particularly effective soundproof walls.

Die Zeichnung erläutert den erfindungsgemäßen Böschungsformstein an Ausführung- und Anwendungsbeispielen.The drawing explains the embankment block according to the invention using design and application examples.

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,
  • Fig. 10 und 11 eine in etwa 45 Grad zur waagerechten verlaufende Stützwand, ebenfalls mit auf Luke versetzten Steinen im Schnitt- . bild 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 to 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 the sectional view and in the 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,
  • 10 and 11 a roughly 45 degrees to the horizontal support wall, also with stones placed on hatch in section. picture and in front view.

Der Böschungsformstein weist zwei planparallele Seitenflächen 1, 2 auf. Seine Oberfläche wird durch eine Mulde 3 mit ebenem Boden 4 gebildet, die von einem vorderen und einem hinteren jeweils schräg aufwärts gerichteten Steg 5, 6 begrenzt ist. Die Grundfläche ist abgesetzt und verläuft parallel zum Muldenboden 4. Der erhabene vordere Teil 7 der Grundfläche ist in seinem Provil dem der oberseitigen Mulde und deren Absatzhöhe den oberen Stegen 5, 6 angepaßt. Die Steinvorderseite 8 ist etwa im Winkel von 60 Grad nach vorn und die Rückseite im Winkel von 75 Grad nach rückwärts geneigt.The embankment block has two plane-parallel side surfaces 1, 2. Its surface 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 offset and runs parallel to the trough bottom 4. The raised front part 7 of the base is adapted in its provil to that of the top trough and its heel height of the upper webs 5, 6. The stone front 8 is approximately 60 degrees forward and the back at an angle of 75 degrees backward.

Die beiden in der Flucht der Vorder- bzw. Rückseite verlaufenden Stege 5, 6 sind auf ihrer gesamten Höhe gleich dick und ihre Oberkanten sind mit Anfassungen 10, 11, 12, 13 versehen.The two webs 5, 6 running in alignment with the front and rear are of equal thickness over their entire height and their upper edges are provided with rims 10, 11, 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 Ausführungsbeispielen nach Fig. 2 bis 7 mit der Mulde 3 nach oben, und bei den Beispielen nach Fig. 8 bis ,11 mit der Mulde 3 nach unten bzw. schräg abwärts auf Stoß oder auf Luke versetzt. In jedem Fall aber verhaken sich die Stege, Vorsprünge, Absätze und Mulden so ineinander, daß die so erstellte Wand der Belastung durch rückwärtige Bodendrücke standhält.This often structured surface of the slope stone according to the invention permits the variable application explained in the drawing in the form of slope and soundproof walls. The stone in the exemplary embodiments according to FIGS. 2 to 7 with the trough 3 upwards, and in the examples according to FIGS. 8 through 11 with the trough 3 downward or obliquely downward, is placed on an impact or on a hatch. In any case, however, the webs, protrusions, shoulders and depressions interlock so that the wall thus created withstands the stress caused by backward ground pressures.

Claims (3)

1. Böschungsformstein, vornehmlich aus Beton, gekennzeichnet durch
planparallele Seitenflächen (1,2)
eine oberseitige Mulde (3) mit ebenem Boden (4), die vorder- und rückseitig durch je einen schräg aufwärts gerichteten Steg (5,6) begrenzt ist, eine parallel zum Muldenboden (4) der Steinoberseite verlaufende, abgesetzte Grundfläche, deren erhabener, vorderer Teil (7) in seinem Profil dem der Mulde (3) und deren Absatzhöhe der der oberseitigen Begrenzungsstege (5,6) entspricht, und die Neigung der Steinvorderseite (8), die im Winkel von etwa 60 Grad und die der Rückseite, die etwa im Winkel von 75 Grad zur Grundfläche (7) verläuft.1. Slope stone, primarily made of concrete, characterized by
plane-parallel side surfaces (1,2)
a trough (3) on the top with a flat bottom (4), which is delimited on the front and rear by an obliquely upward web (5, 6), a stepped base parallel to the trough bottom (4) of the stone top, the raised, front part (7) in its profile that of the trough (3) and its heel height corresponds to that of the upper boundary webs (5, 6), and the inclination of the stone front (8), which is at an angle of about 60 degrees and that of the rear, the runs approximately at an angle of 75 degrees to the base (7). 2. Böschungsformstein nach Anspruch 1, dadurch gekennzeichnet, daß die Innenflänke (14) des vorderen Steges (5) parallel zur Steinvorderseite (8) und die des rückwärtigen Steges (6) parallel zur Steinrückseite (9) verläuft.2. embankment block according to claim 1, characterized in that the inner flanks (14) of the front web (5) parallel to the stone front (8) and that of the rear web (6) parallel to the stone back (9). 3. Böschungsformstein nach einem der Ansprüche 1 und 2, dadurch gekennzeichnet, daß die beiden schräg aufwärts gerichteten Stege (5,6) beidseitig in Längsrichtung verlaufende Anfasungen (10, 11, 12, 13) aufweisen.3. embankment block according to one of claims 1 and 2, characterized in that the two obliquely upwardly directed webs (5,6) have bevels (10, 11, 12, 13) extending in the longitudinal direction on both sides.
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
DE3017064A DE3017064C2 (en) 1980-05-03 1980-05-03 Embankment block
DE3017064 1980-05-03

Publications (2)

Publication Number Publication Date
EP0039372A1 true EP0039372A1 (en) 1981-11-11
EP0039372B1 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 (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2117424A (en) * 1982-01-06 1983-10-12 William David Bruce Rotherham Building block
FR2544764A1 (en) * 1983-04-19 1984-10-26 Rech Ste Civile Et Support element for forming dam slopes and the like
US4711606A (en) * 1985-02-18 1987-12-08 Sf-Vollverbundstein-Kooperation Gmbh Shaped (concrete) block for retaining walls and also a retaining wall
AU587599B2 (en) * 1985-02-18 1989-08-24 Sf-Vollverbundstein-Kooperation Gmbh Shaped (concrete) block for retaining walls and also a retaining wall
EP0395534A1 (en) * 1989-04-27 1990-10-31 Philippe Chapuis Building construction
US4993206A (en) * 1989-02-03 1991-02-19 National Concrete Masonry Association Interlocking building units and walls constructed thereby
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
EP0584053A1 (en) * 1992-08-07 1994-02-23 Interblocs Sprl Wall and method of manufacture
US6715965B2 (en) * 1999-09-30 2004-04-06 Redi-Rock International, Llc Retaining wall blocks and retaining walls constructed from such blocks
EP2430255A1 (en) * 2009-05-13 2012-03-21 Andre Esterhuizen A block
CN102691277A (en) * 2012-06-19 2012-09-26 陈苏亮 Special-shaped block as well as wall and earth-retaining slope-protecting structures built thereby

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5294216A (en) 1989-09-28 1994-03-15 Anchor Wall Systems, Inc. Composite masonry block
ES2135493T3 (en) 1992-10-06 1999-11-01 Anchor Wall Syst A COMPOSITE MASONRY BLOCK.
US5490363A (en) 1992-10-06 1996-02-13 Anchor Wall Sytems, Inc. Composite masonry block
US5704183A (en) 1992-10-06 1998-01-06 Anchor Wall Systems, Inc. Composite masonry block
US6029943A (en) 1996-11-08 2000-02-29 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
US6082057A (en) 1996-11-08 2000-07-04 Anchor Wall Systems, Inc. Splitting technique
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
JP4936583B2 (en) * 2000-08-02 2012-05-23 大王製紙株式会社 Decorative paper

Citations (5)

* 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
DE2519232B2 (en) * 1975-04-30 1979-09-20 Herwig 7031 Hildrizhausen Neumann Plantable retaining wall
DE7922619U1 (en) * 1979-08-08 1979-11-08 Quast, Dieter, Prof. Dipl.-Ing., 2875 Ganderkesee CONCRETE ELEMENT OR DGL. FOR STUETZWENDE O.DGL.
DE2922818A1 (en) * 1978-10-06 1980-04-17 Bruno Frei Heavy duty retaining wall slab connection trusses - using trusses superimposed alternate ways, with sloping faces forming slits for slab edges (OE 15.12.79)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7520030U (en) * 1975-06-24 1977-06-16 Sf-Vollverbundstein-Kooperation Gmbh, 2820 Bremen COMPONENT SET FOR CREATING SUPPORT WALLS

Patent Citations (5)

* 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
DE2519232B2 (en) * 1975-04-30 1979-09-20 Herwig 7031 Hildrizhausen Neumann Plantable retaining wall
DE2922818A1 (en) * 1978-10-06 1980-04-17 Bruno Frei Heavy duty retaining wall slab connection trusses - using trusses superimposed alternate ways, with sloping faces forming slits for slab edges (OE 15.12.79)
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 (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2117424A (en) * 1982-01-06 1983-10-12 William David Bruce Rotherham Building block
FR2544764A1 (en) * 1983-04-19 1984-10-26 Rech Ste Civile Et Support element for forming dam slopes and the like
US4711606A (en) * 1985-02-18 1987-12-08 Sf-Vollverbundstein-Kooperation Gmbh Shaped (concrete) block for retaining walls and also a retaining wall
AU587599B2 (en) * 1985-02-18 1989-08-24 Sf-Vollverbundstein-Kooperation Gmbh Shaped (concrete) block for retaining walls and also a retaining wall
US4993206A (en) * 1989-02-03 1991-02-19 National Concrete Masonry Association Interlocking building units and walls constructed thereby
FR2646448A1 (en) * 1989-04-27 1990-11-02 Chapuis Philippe METHOD FOR CONSTRUCTING AN ARTWORK, PARTITION BLOCKS FOR CARRYING OUT SAID METHOD AND ARTWORK PRODUCED THEREBY
EP0395534A1 (en) * 1989-04-27 1990-10-31 Philippe Chapuis Building construction
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
EP0584053A1 (en) * 1992-08-07 1994-02-23 Interblocs Sprl Wall and method of manufacture
US6715965B2 (en) * 1999-09-30 2004-04-06 Redi-Rock International, Llc Retaining wall blocks and retaining walls constructed from such blocks
EP2430255A1 (en) * 2009-05-13 2012-03-21 Andre Esterhuizen A block
EP2430255A4 (en) * 2009-05-13 2012-10-17 Andre Esterhuizen A block
CN102691277A (en) * 2012-06-19 2012-09-26 陈苏亮 Special-shaped block as well as wall and earth-retaining slope-protecting structures built thereby
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

Also Published As

Publication number Publication date
ATE10523T1 (en) 1984-12-15
EP0039372B1 (en) 1984-11-28
DE3017064C2 (en) 1984-04-05
DE3017064A1 (en) 1981-11-19

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