AT80745B - Retaining wall with rigid panels on the rear retaining wall with rigid panels on the rear. page. - Google Patents

Retaining wall with rigid panels on the rear retaining wall with rigid panels on the rear. page.

Info

Publication number
AT80745B
AT80745B AT80745DA AT80745B AT 80745 B AT80745 B AT 80745B AT 80745D A AT80745D A AT 80745DA AT 80745 B AT80745 B AT 80745B
Authority
AT
Austria
Prior art keywords
retaining wall
rigid panels
page
wall
rigid
Prior art date
Application number
Other languages
German (de)
Inventor
Karl Wegmann Karl Wegmann
Original Assignee
Karl Wegmann Karl Wegmann
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
Application filed by Karl Wegmann Karl Wegmann filed Critical Karl Wegmann Karl Wegmann
Application granted granted Critical
Publication of AT80745B publication Critical patent/AT80745B/en

Links

Landscapes

  • Retaining Walls (AREA)

Description

  

   <Desc/Clms Page number 1> 
 



  Stützmauer mit biegungsfesten Platten auf der Rückseite. 



   Bei den üblichen Eisenbeton-Winkelstützmauren verwendet man eine   wagrechte Platte   am Fusse der Wand, welche durch das Gewicht des darüber liegenden Erdreichs die Standsicherheit   der flauer gewährleistet.   Diese Bauweise ruft hei hohen Wänden grosse Biegungsmomente sowohl in der Platte als auch im Wandquerschnitt hervor. 



   Um diese Momente zu verringern. hat man auch schon vereinzelt in dazwischen liegenden Höhen Kragplatten eingeschoben, welche jedoch bisher stets   wagrecht   angeordnet waren. Sie haben den   Nachteil,   dass die Räume unmittelbar unter den Kragplatten nicht mit dem Hinter-   füllungsstoff   gefüllt werden können und daher sich diese   Hohlräume   beim späteren Setzen des Bodens noch   vergrössern. Man kann sich nicht   so unbedingt, wie es für wichtige Bauten not-   wendig ist. darauf verlassen,   dass das in die Berechnung eingeführte Gegengewicht auch tatsächlich vorhanden   ist. XamentHch kommt   dies hei hohen Mauern in Betracht, weiche weit ausladender Kragplatten bedürfen. 



   Diesen Nachteil will die Erfindung beheben. Man legt darnach in angemessenen.   Abständen   
 EMI1.1 
   Hinterfüllungsstoffes. Durch diese Anordnung werden erhebliche Hohlräume sowohl beim Hinter-   füllen als auch beim Setzen des Bodens mit Sicherheit vermieden. Die   Abstände   der Kragplatten voneinander und ihre. Ausladung kann der Entwerfende nach dem Stoff der Vorderwand frei wählen. Bei Verwendung von Mauerwerk oder Stampfbeton lässt es sich mit Hilfe der Erfindung erreichen, dass die Stützlinie auch bei verhältnismässig schwachen Wandstärken im Kern verbleibt.

   Wird die Vorderwand in Eisenbeton ausgeführt, so ist man an den Kern   selbstverständlich   nicht gebunden, hat es aber in der Hand, die Biegungsmomente nicht über einen gewissen Wert hinaus wachsen zu lassen. 
 EMI1.2 
 

**WARNUNG** Ende DESC Feld kannt Anfang CLMS uberlappen**.



   <Desc / Clms Page number 1>
 



  Retaining wall with rigid plates on the back.



   With the usual reinforced concrete angled support walls, a horizontal plate is used at the foot of the wall, which guarantees the stability of the flat due to the weight of the soil above. This construction method causes large bending moments in high walls both in the plate and in the wall cross-section.



   To lessen these moments. cantilever plates have already been inserted at various heights in between, but these have always been arranged horizontally until now. They have the disadvantage that the spaces directly under the cantilever slabs cannot be filled with the backfill material and therefore these cavities increase in size when the floor is later set. One cannot be as unconditional as it is necessary for important buildings. rely on the fact that the counterweight introduced in the calculation is actually present. This comes into consideration with high walls, which require cantilevered cantilever plates.



   The invention aims to remedy this disadvantage. One then lays in appropriate. Intervals
 EMI1.1
   Backfill material. This arrangement ensures that considerable cavities are avoided both when backfilling and when setting the bottom. The distances between the cantilever plates and their. The designer can freely choose the projection according to the fabric of the front wall. When using masonry or stamped concrete, it can be achieved with the help of the invention that the support line remains in the core even with relatively weak wall thicknesses.

   If the front wall is made of reinforced concrete, you are of course not bound to the core, but it is in your hand not to let the bending moments grow beyond a certain value.
 EMI1.2
 

** WARNING ** End of DESC field may overlap beginning of CLMS **.

Claims (1)

EMI1.3 **WARNUNG** Ende CLMS Feld Kannt Anfang DESC uberlappen**. EMI1.3 ** WARNING ** End of CLMS field may overlap beginning of DESC **.
AT80745D 1917-09-11 1918-07-22 Retaining wall with rigid panels on the rear retaining wall with rigid panels on the rear. page. AT80745B (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE80745X 1917-09-11

Publications (1)

Publication Number Publication Date
AT80745B true AT80745B (en) 1920-05-25

Family

ID=5639224

Family Applications (1)

Application Number Title Priority Date Filing Date
AT80745D AT80745B (en) 1917-09-11 1918-07-22 Retaining wall with rigid panels on the rear retaining wall with rigid panels on the rear. page.

Country Status (1)

Country Link
AT (1) AT80745B (en)

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