Method of reinforcing a reinforced concrete component

Abstract

The present invention relates to a method of producing an individual reinforcement of a future reinforced concrete component.

1 . A method of producing an individual reinforcement of a reinforced concrete component ( 1 ) made of predominantly prefabricated reinforcement elements ( 4 ) at least having the following steps:
 reading in a first reinforcement drawing of the future reinforced concrete component ( 1 ) based on reinforcing steel bars ( 3 ) having a planar basic reinforcement;   converting the planar basic reinforcement into a modified basic reinforcement ( 2 ), which has reinforcing steel bars that are not limited in length in such a way that no overlapping of bars results within the basic reinforcement;   calculating a plurality of individual reinforcement elements ( 4 ) from the modified basic reinforcement ( 2 ) and the first reinforcement drawing, also by changing the individual reinforcing steel bars ( 3 ) in terms of their number, shape, length, diameter, position, steel grade as well as with specification of a laying order for the creation of an individual reinforcement drawing.   
     
     
         2 . The method as claimed in  claim 1 , further having one or more of the following steps:
 minimizing the number of reinforcement elements ( 4 ) of the individual reinforcement drawing;   fixing an individual reinforcement element ( 4 ) in terms of type and arrangement of the reinforcing steel bars ( 3 ) in the individual reinforcement drawing;   generating a machine data set for producing at least one calculated individual reinforcement element ( 4 );   transferring the machine data set to a production machine and producing at least one individual reinforcement element ( 4 );   producing the individual reinforcement on-site on a construction site.   
     
     
         3 . The method as claimed in  claim 1  or  2 , in which the individual reinforcement elements ( 4 ) are selected from the uniaxial reinforcement meshes, in particular the roll-out uniaxial reinforcement steel bar meshes, the biaxial reinforcement meshes, the edge cages, the connection cages, the welded reinforcing cages and the individual reinforcing steel bars. 
     
     
         4 . The method as claimed in  claim 1 ,  2  or  3 , in which at least one reinforcement element ( 4 ) is modified in comparison with the modified basic reinforcement with regard to presence, arrangement, length and diameter of at least one reinforcing steel bar ( 3 ), in particular with the addition of sacrificial or supplementary material ( 7 ). 
     
     
         5 . The method as claimed in one of the preceding claims, in which the arrangement of a mounting element ( 5 ) of the reinforcement element ( 4 ) is changed within the reinforcement element ( 4 ). 
     
     
         6 . The method as claimed in one of the preceding claims, in which the first reinforcement drawing is read in electronically, wherein this is in particular a quantity-optimized and product-neutral first reinforcement drawing. 
     
     
         7 . The method as claimed in one of the preceding claims, in which recesses ( 12 ) are provided within a roll-out reinforcement element, wherein additional reinforcing steel bars ( 3 ′) are inserted by computer in edge regions of the reinforcement meshes bordering the recesses ( 12 ). 
     
     
         8 . The method as claimed in one of the preceding claims, in which reinforcement meshes and edge cages are connected during assembly in such a way that reinforcing steel bars ( 3 ) of reinforcement meshes overlap into the edge cages. 
     
     
         9 . The method as claimed in one of the preceding claims, in which mounting elements ( 5 ) of the reinforcement meshes are separated during assembly at marked points. 
     
     
         10 . The method as claimed in one of the preceding claims, in which additional bars are added for bars of the basic reinforcement ( 2 ), which cannot be integrated into prefabricated reinforcement elements ( 4 ).