AT383168B

AT383168B - SLOPE COVERING

Info

Publication number: AT383168B
Application number: AT239484A
Authority: AT
Inventors: Josef Ing Lienbacher
Original assignee: Ebenseer Betonwerke Gmbh
Priority date: 1984-07-24
Filing date: 1984-07-24
Publication date: 1987-05-25
Also published as: ATA239484A

Description

  

   <Desc/Clms Page number 1> 
 
 EMI1.1 
 

 <Desc/Clms Page number 2> 

 
 EMI2.1 
 gewölbten   Mörtelschicht --6-- kann   mit beliebigem   Hinterfüllungsmaterial --8-- ausgefüllt   werden, das dann an der Sichtseite zwischen den übereinander verlaufenden   Läuferelementen --4-- mit   einer Humus-Schicht --9-- abdeckbar ist, die bepflanzt werden kann. 
 EMI2.2 
 ein gefälliges, gegliedertes Bild darbietet. 



   Wie Fig. 3 zeigt, besitzen die   Läuferelemente --4-- ein   L-Profil, dessen abwärtsgerichteter kurzer Schenkel --11-- einen aufwärtsragenden vorderen Schenkel --12-- der im Bereich der Auflager --3-- gleichfalls L-förmig profilierten Fertigteile --2-- hintergreift, so dass die Läufer-   elemente --4-- gegen   eine durch den Druck des   Hinterfüllungsmaterials --8-- verursachte   Verschiebung durch Formschluss mit den konsolenartigen Auflagern --3-- einwandfrei gesichert sind.



   <Desc / Clms Page number 1>
 
 EMI1.1
 

 <Desc / Clms Page number 2>

 
 EMI2.1
 Arched mortar layer --6-- can be filled with any backfill material --8--, which can then be covered on the visible side between the overlapping runner elements --4-- with a humus layer --9--, which can be planted can.
 EMI2.2
 presents a pleasing, structured picture.



   As shown in Fig. 3, the rotor elements --4-- have an L-profile, the short leg downward --11-- an upstanding front leg --12-- that in the area of the supports --3-- also L- finished profiled parts --2-- engages behind, so that the rotor elements --4-- are properly secured against displacement caused by the pressure of the backfill material --8-- due to positive locking with the bracket-like supports --3--.

Claims

PATENT CLAIM: 1. embankment cladding of precast concrete elements, consisting of ribs that can be anchored to the embankment material, run essentially vertically, but follow the slope slope, and resting on these ribs, runner elements arranged between adjacent ribs, characterized in that the ribs (1) consist of in-situ concrete in the Finished parts (2) serving to hold the rotor elements (4) are embedded. EMI2.3 de Form the support (3) on which the rotor elements (4) rest.

3. embankment cladding according to claim 2, characterized in that for holding EMI2.4 the like.

4. embankment cladding according to claim 3, characterized in that the prefabricated parts (2) within their area in the in-situ concrete of the ribs (1) embedded areas to improve the bond with the in-situ concrete of the in-situ concrete recesses (5).

5. embankment cladding according to one of claims 1 to 4, characterized in that the rotor elements (4) have at their ends lugs (10) with which they overlap the ribs (1) on their outer sides.

6. embankment cladding according to one of claims 1 to 5, characterized in that the rotor elements (4) have an L-profile, the downwardly directed short leg (11) an upstanding front leg (12) in the region of the supports (3) also L -shaped, prefabricated, console-forming prefabricated parts --2--, so that the rotor elements (4) are secured against displacement caused by the pressure of the backfill material (8).

7. embankment cladding according to one of claims 1 to 6, characterized in that the in-situ concrete ribs (1) directly to the slope material (7) or to this slope material (7) covering, consisting of spray mortar coating (6) are concreted.