AT230074B - Reinforcement arrangement for the reinforcement of reinforced concrete - Google Patents

Reinforcement arrangement for the reinforcement of reinforced concrete

Info

Publication number
AT230074B
AT230074B AT770759A AT770759A AT230074B AT 230074 B AT230074 B AT 230074B AT 770759 A AT770759 A AT 770759A AT 770759 A AT770759 A AT 770759A AT 230074 B AT230074 B AT 230074B
Authority
AT
Austria
Prior art keywords
reinforcement
reinforced concrete
arrangement
reinforcement arrangement
arrangement according
Prior art date
Application number
AT770759A
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 AT230074B publication Critical patent/AT230074B/en

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Description

  

   <Desc/Clms Page number 1> 
 



  Bewehrungsanordnung für die Bewehrung von Stahlbeton 
 EMI1.1 
 

 <Desc/Clms Page number 2> 

 



   Bei den bekannten Stabanordnungen können die genannten Vorteile nicht erreicht werden, weil sie im Abstand voneinander-bedingt durch eine Platte als Abstandshalter-angeordnet sind. 



   In der Zeichnung sind zwei   erfindungsgemässe   Ausführungsformen gezeigt u. zw. in Fig. 1 ein Dreistabsystem (im Schnitt) und in Fig. 2 ein Mehrstabsystem, wobei ein Stab den Mittelpunkt bildet ; die übrigen Stäbe sind über den ganzen Umfang des zentrisch angeordneten Stabes herum vorgesehen. 



   PATENTANSPRÜCHE :
1. Bewehrungsanordnung für die Bewehrung von Stahlbeton od. dgl., bestehend aus Bewehrungsgittern und/oder Bewehrungsstäben, wobei mindestens zwei Stäbe unmittelbar zusammenliegend vorgesehen sind, dadurch gekennzeichnet, dass wenigstens drei   Stäbe-im   Verlauf der Gesamtlänge parallel liegend-sich-je Stab-mit mindestens zwei Seitenlängen unmittelbar berührend, zusammengefasst sind. 
 EMI2.1 




   <Desc / Clms Page number 1>
 



  Reinforcement arrangement for the reinforcement of reinforced concrete
 EMI1.1
 

 <Desc / Clms Page number 2>

 



   With the known rod arrangements, the advantages mentioned cannot be achieved because they are arranged at a distance from one another, due to a plate as a spacer.



   In the drawing, two embodiments according to the invention are shown u. between FIG. 1 a three-bar system (in section) and FIG. 2 a multi-bar system, with one bar forming the center; the remaining rods are provided over the entire circumference of the centrally arranged rod.



   PATENT CLAIMS:
1. Reinforcement arrangement for the reinforcement of reinforced concrete or the like, consisting of reinforcement grids and / or reinforcing bars, wherein at least two bars are provided directly together, characterized in that at least three bars-lying parallel over the course of the total length-each bar- are combined with at least two side lengths directly in contact.
 EMI2.1


 

Claims (1)

unterschiedlichen Durchmesser aufweisen. have different diameters. 3. Bewehrungsanordnung nach den Ansprüchen 1 und/oder 2, dadurch gekennzeichnet, dass das Verbinden der Stäbe einzeln oder gruppenweise in an sich bekannter Weise durch Verschweissen, Löten, Binden od. dgl. erfolgt. 3. Reinforcement arrangement according to claims 1 and / or 2, characterized in that the rods are connected individually or in groups in a manner known per se by welding, soldering, binding or the like. 4. Bewehrungsanordnung nach Anspruch 3, dadurch gekennzeichnet, dass das Verbinden auf der Gesamtlänge oder an einzelnen Stellen vorgenommen wird. 4. Reinforcement arrangement according to claim 3, characterized in that the connection is made over the entire length or at individual points. 5. Bewehrungsanordnung nach Anspruch 4, dadurch gekennzeichnet, dass die Verbindungsstellen versetzt zueinander liegen, wenn die Stäbe einzeln miteinander verbunden sind. 5. Reinforcement arrangement according to claim 4, characterized in that the connection points are offset from one another when the bars are individually connected to one another.
AT770759A 1958-11-05 1959-10-26 Reinforcement arrangement for the reinforcement of reinforced concrete AT230074B (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE230074T 1958-11-05

Publications (1)

Publication Number Publication Date
AT230074B true AT230074B (en) 1963-11-11

Family

ID=29721513

Family Applications (1)

Application Number Title Priority Date Filing Date
AT770759A AT230074B (en) 1958-11-05 1959-10-26 Reinforcement arrangement for the reinforcement of reinforced concrete

Country Status (1)

Country Link
AT (1) AT230074B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0065736A2 (en) * 1981-05-25 1982-12-01 BUCHER, Franz Method and apparatus for making a reinforcing bundle

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0065736A2 (en) * 1981-05-25 1982-12-01 BUCHER, Franz Method and apparatus for making a reinforcing bundle
EP0065736A3 (en) * 1981-05-25 1983-08-03 Franz Bucher Method and apparatus for making a reinforcing bundle

Similar Documents

Publication Publication Date Title
AT230074B (en) Reinforcement arrangement for the reinforcement of reinforced concrete
DE1864391U (en) MAGNETIC CORE.
AT139335B (en) Iron girder.
AT204487B (en) Magnetic escapement
DE805712C (en) Spacer for reinforced concrete reinforcement
DE975253C (en) Transformer core
GB999417A (en) Improvements in or relating to the manufacture of steel or other mats for reinforcedconcrete or other constructions
AT221166B (en) Transformer loop winding
AT108243B (en) Mast.
DE542902C (en) Iron lattice mast
DE690393C (en) e Concrete reinforcement made of normalized mild steel wires with 0.5 to 0.8% C, 70 to 111 kg / mm strength and 12 to 17% elongation
AT220705B (en) Transformer loop winding
AT259202B (en) Reinforcement arrangement for reinforced concrete construction
AT284409B (en) Ribbed rebar
AT75231B (en) Reinforcement from winding and diameter brackets for columns or other supporting structures made of reinforced concrete.
AT73628B (en) Measuring transformer with exact transmission ratio.
AT278307B (en) Plaster base
AT275117B (en) Planar or spatial framework formed from compression and tension elements
AT344965B (en) LATTICE GIRDER
AT238910B (en) Spacer for lost formwork
AT241079B (en) Lattice girders for storey ceilings
AT157814B (en) Slide capacitor with spiral electrode.
DE329380C (en) Ceiling and wall protection grille made of straight and wave-shaped continuous bars
DE569303C (en) Suspension of ironless choke coils
AT232618B (en) Heating element with a loop-shaped glow part