DE3017064A1 - SHEEP FORM STONE - Google Patents

SHEEP FORM STONE

Info

Publication number
DE3017064A1
DE3017064A1 DE19803017064 DE3017064A DE3017064A1 DE 3017064 A1 DE3017064 A1 DE 3017064A1 DE 19803017064 DE19803017064 DE 19803017064 DE 3017064 A DE3017064 A DE 3017064A DE 3017064 A1 DE3017064 A1 DE 3017064A1
Authority
DE
Germany
Prior art keywords
stone
block
slope
degrees
web
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
DE19803017064
Other languages
German (de)
Other versions
DE3017064C2 (en
Inventor
Helmut 6618 Wadern-Bardenbach 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 6618 Wadern Bardenbach De
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6101575&utm_source=***_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=DE3017064(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Priority to DE3017064A priority Critical patent/DE3017064C2/en
Priority to AT80104343T priority patent/ATE10523T1/en
Priority to EP80104343A priority patent/EP0039372B1/en
Publication of DE3017064A1 publication Critical patent/DE3017064A1/en
Application granted granted Critical
Publication of DE3017064C2 publication Critical patent/DE3017064C2/en
Expired 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
    • E02D29/025—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

Landscapes

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

Kurt MorbeKurt Morbe

Patentingenieur Am Gehlenberg 2,g- 06397/73407Patent engineer Am Gehlenberg 2, g- 06397/73407

6602Sbr.-Dudweiler6602Sbr.-Dudweiler

BöschungsformsteinEmbankment stone

Anmelder: Helmut Gimmler, 6618 Wadern-Bardenbach, Bieler Straße 46Registrant: Helmut Gimmler, 6618 Wadern-Bardenbach, Bieler Straße 46

Die Erfindung betrifft einen Böschungsformstein, vornehmlich aus Beton, gemäß dem Oberbegriff des Patentanspruchs 1.The invention primarily relates to a shaped embankment stone 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. Embankment shaped stones are used in gardening and landscaping and in road construction for covering and securing the embankments 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.Embankment blocks are already in different designs known. However, they are sometimes too unwieldy and thus cause high transport and relocation costs or but are not as universally applicable as one would expect.

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

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

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

130047/0048130047/0048

' iV 301706A'iV 301706A

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 shaped slope 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 is not too heavy, so that it can also be moved in places where, for example, the essential heavier reinforced concrete prefabricated parts from transport engineering Reasons can no longer apply. It can also be stacked in a space-saving manner and is particularly versatile to use. It can be offset flush or on a hatch to support walls with different slope angles, whereby the protruding webs and paragraphs as well as the Hook the hollows of the individual stones into one another in such a way that an absolutely secure bond results. Is beneficial in particular that the free spaces between the stones moved on hatch can be planted, what can even happen with certain types of dislocation with trees or bushes, whereby their roots are in the ground anchor the embankment on the back of the retaining walls. Also, these stones can be too particularly effective sound insulation walls are added.

Die Zeichnung erläutert den erfindungsgemäßen Böschungsformstein an Ausführungs- und Anwendungsbeispielen.The drawing explains the shaped slope stone according to the invention of design and application examples.

Es zeigt:It shows:

Fig. 1 den Böschungsformstein in perspektivischerFig. 1 the slope shaped stone in perspective

Ansichtopinion

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. 2 and 3 the stones to a plantable slope wall at an angle of about 75 degrees on hatch in the sectional view and in the front view,

Fiq. 4 und 5 die Steine im gleichen Winkel übereinander,Fiq. 4 and 5 the stones at the same angle on top of each other,

jedoch ohne Luken versetzt im Schnittbild und in der Vorderansicht,but without hatches offset in the sectional view and in the front view,

130047/0048130047/0048

301Ί8Β4301Ί8Β4

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. 6 and 7 a soundproof wall, which from at an angle of about 75 degrees on top of each other in the shape of a gable roof and stones placed on hatch consists in the sectional view and in the front view,

Fig. 8 und 9 eine senkrechte Böschungsstützwand mit auf Luke versetzten Steinen im Schnittbild und in der Vorderansicht,8 and 9 show a vertical embankment retaining wall Luke offset stones in the sectional view and in the front view,

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.10 and 11 a support wall running at approximately 45 degrees to the horizontal, also with a hatch staggered stones in the sectional view and in the 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 Profil 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 shaped embankment stone has two plane-parallel side surfaces 1.2 on. Its surface is formed by a trough 3 with a flat bottom 4, the front and a rear respectively obliquely upward web 5, 6 is limited. The base is offset and runs parallel to the trough bottom 4. The raised front part 7 of the base is in its profile that of the upper trough and the heel height of the upper webs 5, 6 adapted. the Stone front side 8 is inclined approximately at an angle of 60 degrees forward and the rear side at an angle of 75 degrees backwards.

Die beiden in der Flucht der Vorder- bzw. Rückseite verlaufenden Stege 5, 6 sind auf ihrer gesamten Höhe gleich diele und ihre Oberkanten sind mit Anfasungen 10, 11, 12, 13 versehen. The two in alignment with the front and back Bars 5, 6 are the same along their entire height and their upper edges are provided with chamfers 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 Ausführungsbeirspielcn 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 multiply structured surface of the shaped slope stone according to the invention allows the one explained in the drawing variable application in the form of embankment and noise protection walls. The stone is in the execution games 2 to 7 with the trough 3 at the top, and in the examples according to FIGS. 8 to 11 with the trough 3 at the top offset below or diagonally downwards on butt or on hatch. In any case, however, the webs, projections, Heels and troughs so into one another that the wall created in this way can withstand the stress of rear floor pressures.

130047/0048130047/0048

- S-- S-

L eerseiteL eerseite

Claims (1)

Patentansprüche 301 7 0β4Claims 301 7 0β4 ί 1.1 Böschungsformstein, vornehmlich aus Beton, gekenn- ^~^ zeichnet durchί 1.1 Embankment shaped stone, primarily made of concrete, marked ^ ~ ^ characterized by 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 plane-parallel side surfaces (1,2) a top-side trough (3) with a flat bottom (4), the is bounded on the front and back by an obliquely upwardly directed web (5,6), a stepped base running parallel to the trough bottom (4) of the stone top, the raised, The profile of the front part (7) corresponds to that of the trough (3) and its heel height corresponds to that of the upper-side delimiting webs (5, 6), and die Neigung der Stein vorderseite (8), die im Winkel von etwa 60 Grad und die der Rückseite, die etwa im Winkel von 75 Grad zur Grundfläche (7) verläuft.the slope of the stone face (8) that is at the angle of about 60 degrees and that of the back, which runs at an angle of about 75 degrees to the base (7). 2. Böschungsformstein nach Anspruch 1, dadurch gekennzeichnet, daß die Innenflanke (14) des vorderen Steges (5) parallel zur Steinvorderseite (8) und die des rückwärtigen Steges (6) parallel zur Steinrückseite (9) verläuft.2. slope shaped stone according to claim 1, characterized in that that the inner flank (14) of the front web (5) parallel to the stone front (8) and that of the rear Web (6) runs parallel to the back of the stone (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. slope shaped stone according to one of claims 1 and 2, characterized in that the two upwardly inclined webs (5, 6) on both sides in the longitudinal direction have running chamfers (10, 11, 12, 13). 30.04.198004/30/1980 1 3 0047/00481 3 0047/0048
DE3017064A 1980-05-03 1980-05-03 Embankment block Expired DE3017064C2 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
DE3017064A DE3017064C2 (en) 1980-05-03 1980-05-03 Embankment block
AT80104343T ATE10523T1 (en) 1980-05-03 1980-07-24 SLOPE SHAPED STONE.
EP80104343A EP0039372B1 (en) 1980-05-03 1980-07-24 Shaped brick for a talus

Applications Claiming Priority (1)

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

Publications (2)

Publication Number Publication Date
DE3017064A1 true DE3017064A1 (en) 1981-11-19
DE3017064C2 DE3017064C2 (en) 1984-04-05

Family

ID=6101575

Family Applications (1)

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

Country Status (3)

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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3505530A1 (en) * 1985-02-18 1986-08-21 Sf-Vollverbundstein-Kooperation Gmbh, 2820 Bremen (CONCRETE) MOLDED STONE FOR SUPPORT WALLS AND SUPPORT WALL

Families Citing this family (22)

* 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
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
US5294216A (en) 1989-09-28 1994-03-15 Anchor Wall Systems, Inc. Composite masonry block
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.
AU687761B2 (en) 1992-10-06 1998-03-05 Anchor Wall Systems, Inc. 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
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
USD458693S1 (en) 1996-11-08 2002-06-11 Anchor Wall Systems, Inc. Retaining wall block
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
USD430680S (en) 1999-01-15 2000-09-05 Handy-Stone Corporation Concrete block
US6715965B2 (en) * 1999-09-30 2004-04-06 Redi-Rock International, Llc Retaining wall blocks and retaining walls constructed from such blocks
JP4936583B2 (en) * 2000-08-02 2012-05-23 大王製紙株式会社 Decorative paper
EP2430255A4 (en) * 2009-05-13 2012-10-17 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

Citations (3)

* 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
CH601581A5 (en) * 1975-04-30 1978-07-14 Herwig Neumann
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)

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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
DE7922619U1 (en) * 1979-08-08 1979-11-08 Quast, Dieter, Prof. Dipl.-Ing., 2875 Ganderkesee CONCRETE ELEMENT OR DGL. FOR STUETZWENDE O.DGL.

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH601581A5 (en) * 1975-04-30 1978-07-14 Herwig Neumann
DE7520030U (en) * 1975-06-24 1977-06-16 Sf-Vollverbundstein-Kooperation Gmbh, 2820 Bremen COMPONENT SET FOR CREATING SUPPORT WALLS
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)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3505530A1 (en) * 1985-02-18 1986-08-21 Sf-Vollverbundstein-Kooperation Gmbh, 2820 Bremen (CONCRETE) MOLDED STONE FOR SUPPORT WALLS AND SUPPORT WALL

Also Published As

Publication number Publication date
ATE10523T1 (en) 1984-12-15
EP0039372B1 (en) 1984-11-28
EP0039372A1 (en) 1981-11-11
DE3017064C2 (en) 1984-04-05

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OP8 Request for examination as to paragraph 44 patent law
8127 New person/name/address of the applicant

Owner name: GIMMLER, LUISE MARIA, 6618 WADERN, BARDENBACH, DE

8126 Change of the secondary classification

Free format text: E02D 29/02 E02B 3/14 E01F 8/00

D2 Grant after examination
8364 No opposition during term of opposition
8310 Action for declaration of annulment
8313 Request for invalidation rejected/withdrawn
8339 Ceased/non-payment of the annual fee
8370 Indication related to discontinuation of the patent is to be deleted