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SLAB REINFORCEMENT



First, the Beams have to be fixed. Beams were fixed (including stirrups, Tension bars, space bars and etc.)

  •   After beam reinforcements were placed slab reinforcement was fixed.
  •   Placing reinforcements was done according to Bottom 1 and bottom 2 patterns. The short side of the panel was taken as bottom layer 1 and the other side was taken as the bottom layer
  •   Always the pattern was carried bottom layer 2 was laid over bottom layer 1.
  •   Then, the distribution bars and the top layers were fixed. Then the conduit was laid on the slab formwork according to the drawing.
  •   The covering blocks were placed under the bottom layer. 20mm covering blocks were used for every one square meter.

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