AT259202B - Reinforcement arrangement for reinforced concrete construction - Google Patents

Reinforcement arrangement for reinforced concrete construction

Info

Publication number
AT259202B
AT259202B AT958062A AT958062A AT259202B AT 259202 B AT259202 B AT 259202B AT 958062 A AT958062 A AT 958062A AT 958062 A AT958062 A AT 958062A AT 259202 B AT259202 B AT 259202B
Authority
AT
Austria
Prior art keywords
reinforced concrete
concrete construction
reinforcement arrangement
bars
rods
Prior art date
Application number
AT958062A
Other languages
German (de)
Inventor
Walter Dipl Ing Hufnagl
Original Assignee
Hufnagl Walter
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 Hufnagl Walter filed Critical Hufnagl Walter
Application granted granted Critical
Publication of AT259202B publication Critical patent/AT259202B/en

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Description

  

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  Bewehrungsanordnung für den Stahlbetonbau 
 EMI1.1 
 

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 der Einzelstäbe zueinander in dem gleichen   Verhältnis   verringert wie der Durchmesser der Einzelstäbe zum Durchmesser der Stäbe, welche die Doppelstäbe bilden. 



   Weitere Einzelheiten der Erfindung werden an Hand der Zeichnung erläutert. 



   In dieser ist mit 1 eine Bewehrungsmatte bezeichnet, die Längsstäbe 2,3 und 4 (im Schnitt dargestellt) aufweist. Am Rande dieser Matte sind die beiden Einzelstäbe 2 und 3 erkennbar, die einen geringeren Durchmesser aufweisen als die Stäbe 4 der Doppelstäbe. Der Abstand der beiden Einzelstäbe 2 und 3 voneinander ist kleiner als der Abstand der Doppelstäbe zueinander. Die Überlagerung zweier Matten erfolgt demnach im Bereich der Einzelstäbe 2, 3. 



   Die erfindungsgemässe   Bewehrungsanordnung weist   vor allem den Vorteil auf, dass im Überdeckungsbereich eine wesentliche Einsparung an Querdraht erzielt werden kann. 



    PATENTANSPRÜCHE :    
1. Bewehrungsanordnung für den Stahlbetonbau aus mit Überdeckung verlegten, von gekreuzten Stäben gebildeten,   Doppel- und Einzelstäbe aufweisenden Bewehrungsmatten, bei welchen die Einzel-   stäbe im Bereich der Mattenrandzone und die Doppelstäbe im Mittelbereich der Matte angeordnet sind, dadurch   gekennzeichnet, dassder Abstand und der Durchmesser der Einzelstäbe geringer als der   Abstand der Doppelstäbe voneinander und der Durchmesser der Stäbe, aus denen die Doppelstäbe bestehen, ist.



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  Reinforcement arrangement for reinforced concrete construction
 EMI1.1
 

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 of the individual rods to one another reduced in the same ratio as the diameter of the individual rods to the diameter of the rods which form the double rods.



   Further details of the invention are explained with reference to the drawing.



   In this, 1 denotes a reinforcement mat, which has longitudinal bars 2, 3 and 4 (shown in section). At the edge of this mat, the two individual rods 2 and 3 can be seen, which have a smaller diameter than the rods 4 of the double rods. The distance between the two single bars 2 and 3 from one another is smaller than the distance between the double bars. The superposition of two mats accordingly takes place in the area of the individual rods 2, 3.



   The reinforcement arrangement according to the invention has the particular advantage that a substantial saving in cross wire can be achieved in the overlap area.



    PATENT CLAIMS:
1. Reinforcement arrangement for reinforced concrete construction from reinforcement mats laid with overlap, formed by crossed bars, having double and single bars, in which the single bars are arranged in the area of the mat edge zone and the double bars in the middle area of the mat, characterized in that the distance and the The diameter of the individual rods is less than the distance between the double rods and the diameter of the rods that make up the double rods.

 

Claims (1)

2. Bewehrungsanordnung nach Anspruch l, dadurch gekennzeichnet, dass der Abstand der Einzelstäbe zueinander in dem gleichen Verhältnis wie der Durchmesser der Einzelstäbe zum Durchmesser der Stäbe, welche die Doppelstäbe bilden, verringert ist. 2. Reinforcement arrangement according to claim l, characterized in that the distance between the individual bars is reduced in the same ratio as the diameter of the individual bars to the diameter of the bars which form the double bars.
AT958062A 1954-02-13 1960-01-19 Reinforcement arrangement for reinforced concrete construction AT259202B (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE189365X 1954-02-13
DE259202X 1959-01-24

Publications (1)

Publication Number Publication Date
AT259202B true AT259202B (en) 1968-01-10

Family

ID=25756784

Family Applications (1)

Application Number Title Priority Date Filing Date
AT958062A AT259202B (en) 1954-02-13 1960-01-19 Reinforcement arrangement for reinforced concrete construction

Country Status (1)

Country Link
AT (1) AT259202B (en)

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