DE3017064A1 - SHEEP FORM STONE - Google Patents
SHEEP FORM STONEInfo
- 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
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
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)
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)
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)
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)
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) |
Family Cites Families (3)
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 | |
DE7922619U1 (en) * | 1979-08-08 | 1979-11-08 | Quast, Dieter, Prof. Dipl.-Ing., 2875 Ganderkesee | CONCRETE ELEMENT OR DGL. FOR STUETZWENDE O.DGL. |
-
1980
- 1980-05-03 DE DE3017064A patent/DE3017064C2/en not_active Expired
- 1980-07-24 EP EP80104343A patent/EP0039372B1/en not_active Expired
- 1980-07-24 AT AT80104343T patent/ATE10523T1/en not_active IP Right Cessation
Patent Citations (3)
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)
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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Legal Events
Date | Code | Title | Description |
---|---|---|---|
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 |