Erection Methodology PreCast Boundary Wall Vedanta Aluminium Ltd and Sterlite Energy Ltd, Jharsuguda

1 The precast concrete element will be shifted to site using Truck Trailer

2 Erection Sequence

Footing (1 MT) (1.8 m*1.2 m* 0.25m)

Column (1 MT) ( 3.35 m

Tightening of Nuts

After sufficient number of Footing have been placed wall planks will be placed

Backfilling will be done before the close of days work

3 Erection Methodology

The precast member will be lifted through lifting hooks /holes provided in members using arrangement made of Steel Pipes , SW rope and D shackles/ ring attachments

Lifting shall be done using hooks in crawler type crane / crawler tractor suitably redesigned for lifting.

Member shall be placed in position previously prepared as per line and levels.