Page 33 - TT Magazine Feb-Mar 2019
P. 33

INFRASTRUCTURE







                   Arc Welding (GMAW). To ensure an error-
                   free welding - Magnetic Particle Testing, Dry
                   Penetration Testing and Ultra Sonic Testing
                   were deployed. A specialized Beam making
                   CMM Machine from Italy is used for the
                   first time in India for fabrication of Box and
                   I-Sections using Submerged Arc Welding
                   (SAW) procedure. A blasting gun was used
                   to achieve the surface roughness of SA 2½
                   before applying paint. The Intermediate and
                   final spray coatings are performed in a highly
                   controlled climatic chamber with spray guns.
                    Assembly: Thereafter these fabricated
                   sections were moved to the assembly shop
                   where  they  installed  on  their  designated
                   beds. They are guided to their correct
                   positions through jacking and welded
                   by GMAW process. These segments are
                   arranged in a sequence and sent for the
                   vertical assembly using horizontal lifters.
                   After installation of  the top  and  bottom   used for moving the steel truss over the
                   girders, the final Truss Bridge Dimension
                   Design Chambers are examined thoroughly   pillars. Two sets of steel cable strands were
                   and approved to complete the fit out. A   anchored to the end cross beams of the
                   Nose is fabricated and fitted on the first   Truss and hauled by hydraulic jacks. The
                   truss before launching it on the piers.  Truss slides over the Launching Bearing
                                                        with the help of Sliding Plates, which were
                    Launching:  While  determining  the
                   methodology of erecting the steel trusses   inserted at one end and taken out at the
                   on pillars, engineers had two choices —   other, thereby moving the Truss towards its
                   lift the spans with floating cranes or erect   desired position. In order to limit the required
                   them with a launching truss. And they have   launching forces, the superstructure was
                   to decide based on which option would be
                   proved more practical and economical.
                    After weighing the pros and cons, the
                   HCC team came-up with a solution of
                   pulling the steel trusses with a set of jacks
                   and winches on the pillars. This eliminated
                   the need to enter the river, which was
                   often turbulent during monsoons. Besides,
                   it also ensured safer working conditions,
                   precluded the mobilisation of giant setup
                   on either side of the river having a width
                   of 4.8 km and accelerated the pace of
                   the project. The strategy is a testimony
                   of the company’s value engineering, an
                   important feature of the globally-practiced
                   ‘Lean Construction’ that is changing the
                   way projects are executed from design to
                   construction.
                    A 1000 tonnes hydraulic jacks and strand
                   jacks linked with the substructures were




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