AT90507B - Mast foundation. - Google Patents

Mast foundation.

Info

Publication number
AT90507B
AT90507B AT90507DA AT90507B AT 90507 B AT90507 B AT 90507B AT 90507D A AT90507D A AT 90507DA AT 90507 B AT90507 B AT 90507B
Authority
AT
Austria
Prior art keywords
mast
pressure member
pressure
foundation
mast foundation
Prior art date
Application number
Other languages
German (de)
Inventor
Ingenieur Otto Kurz
Original Assignee
Ingenieur Otto Kurz
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 Ingenieur Otto Kurz filed Critical Ingenieur Otto Kurz
Application granted granted Critical
Publication of AT90507B publication Critical patent/AT90507B/en

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  • Foundations (AREA)

Description

  

   <Desc/Clms Page number 1> 
 



    : nastfundiel'ung.   



   Vorliegende Erfindung betrifft die Fundierung von Masten insbesondere für elektrische Leitungen. Die Ausgestaltung erfolgt derart, dass durch das Gewicht des Mastes auf das Erdreich an der Oberfläche desselben eine verdichtende   Wirkung ausgeübt wird. wodurch   die Standfestigkeit des Mastes erhöht wird. 



   Durch die Zeichnung ist ein aus Zug-und Druckteilen Z bezw. D zusammengesetzter Mast dargestellt. Die Winkelkomponente des Drahtzuges wirke in der Richtung des Pfeiles A. 



  Der in den Boden versenkte Teil T des Druckgliedes verläuft schräge. Dieser Teil ist nun an seinem oberen Ende durch ein Druckglied   D1     unterstützt.   Durch das Gewicht des Mastes und den Drahtzug wird auf dieses Druckglied eine Kraft K ausgeübt, die schräge nach abwärts gerichtet ist und daher das den versenkten Mastteil an dieser Stelle umgebende Erdreich zusammenpresst.

   Das am unteren Ende des Teiles   T angebrachte Druckglied D2 schlie#t   mit senkrechter Fläche an den zugehörigen Teil des Mastfusses an. oder es kann auch hier die Druckfläche in derselben Richtung geneigt sein, wie beim Druckglied DI, wodurch an dieser tief liegenden Stelle ein nach aufwärts gerichteter Druck entsteht, der den nach abwärts gerichteten Druck am   Druckgliede Dl   entgegengesetzt ist und daher zur vollen Wirkung gelangen lässt. 

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



   <Desc / Clms Page number 1>
 



    : nastfundiel'ung.



   The present invention relates to the foundation of masts in particular for electrical lines. The design takes place in such a way that the weight of the mast exerts a compacting effect on the soil on the surface of the same. whereby the stability of the mast is increased.



   Through the drawing, a train and pressure parts Z respectively. D assembled mast shown. The angular component of the wire train acts in the direction of arrow A.



  The sunk into the ground part T of the pressure member runs obliquely. This part is now supported at its upper end by a pressure member D1. Due to the weight of the mast and the wire tension, a force K is exerted on this pressure member, which is directed obliquely downwards and therefore compresses the soil surrounding the sunk mast part at this point.

   The pressure member D2 attached to the lower end of part T connects with a vertical surface to the associated part of the mast base. or here, too, the pressure surface can be inclined in the same direction as with the pressure member DI, whereby an upward pressure arises at this low-lying point, which is opposite to the downward pressure on the pressure member Dl and therefore allows full effect.

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

Claims (1)

PATENT-ANSPRUCH : Mastfundierung, dadurch gekennzeichnet, dass der in den Boden versenkte, schräg zulaufende Teil des Mastes an der Druckseite nahe der Erdoberfläche durch ein schräg auflaufendes Druckglied CD1) und am Fussende durch ein ¯zweites Druckglied (D2) abgestützt ist, so dass das Gewicht des Mastes und der Drahtzug an der oberen Druckstelle in schräg nach unten gerichteter, das Erdreich verdichtender Richtung zur Wirkung gelangen. EMI1.1 **WARNUNG** Ende CLMS Feld Kannt Anfang DESC uberlappen**. PATENT CLAIM: Mast foundation, characterized in that the sloping part of the mast sunk into the ground is supported on the pressure side near the surface of the earth by an inclined pressure member CD1) and at the foot end by a second pressure member (D2), so that the weight of the mast and the wire tension at the upper pressure point in an obliquely downward direction, compacting the soil, take effect. EMI1.1 ** WARNING ** End of CLMS field may overlap beginning of DESC **.
AT90507D 1920-09-03 1920-09-03 Mast foundation. AT90507B (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
AT90507T 1920-09-03

Publications (1)

Publication Number Publication Date
AT90507B true AT90507B (en) 1922-12-27

Family

ID=3610753

Family Applications (1)

Application Number Title Priority Date Filing Date
AT90507D AT90507B (en) 1920-09-03 1920-09-03 Mast foundation.

Country Status (1)

Country Link
AT (1) AT90507B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1082031B (en) * 1955-02-15 1960-05-19 Bernhard Boehm Dipl Ing Establishment of steel masts for electric railways
DE1151365B (en) * 1952-07-21 1963-07-11 Painter Brothers Ltd Mast made of ladder-like stems for electrical overhead lines or the like.

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1151365B (en) * 1952-07-21 1963-07-11 Painter Brothers Ltd Mast made of ladder-like stems for electrical overhead lines or the like.
DE1082031B (en) * 1955-02-15 1960-05-19 Bernhard Boehm Dipl Ing Establishment of steel masts for electric railways

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