is then possible to pass a threaded pivot 32 which may be positioned by sleeves nuts and washers in order to receive a sliding bracket 33 set on the floor slab as indicated in fig8 f the system is then completed with the said supplementary elements such as the support profile 34 shown in fig9 which is designed to slot on to the reinforcement 1 by way of horizontal grooves 35 set into the lower section of the profile thereby allowing the said profile 34 to serve as the starting support for overhanging brick or blockwork other supplementary elements include retention anchors for rising parapets of balconies or roofs hanging brackets which may serve to support the housing for blinds or other window coverings and plumb and levelling lines particularly in the manual erection of the brick or blockwork and which obviously allow for adjustment within the direction of the three axes of the wall fig1 shows a type of end anchorage where the longitudinal bars 5 of reinforcement 1 are bolted to an anchor plate 37 through perforations 38 finally this system also allows the prefabrication of void reinforcement using only one component and therefore one material unit in this case there is no difference between the connectors and the vertical reinforcement this would include plates bent to form open or closed sections with plate of greater or lesser gauge and draw double reinforcement may be u201c u u201d shaped cross the void in the form of an u201c x u201d or vertically overlap as in the traditional form of bars in reinforced concrete in order to give longitudinal continuity to.