Through Weld Renewal -03

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    SKV welds - limitations Fatigue life only 50 % of Rail

    Skill of welder very important

    Quality control difficult

    Heating

    Tapping

    fusion

    The Age of weld also becomes a factor

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    SKV welds - limitations

    Requires very close in service monitoring

    USFD

    Joggle fish plating

    Hindrance in track maintenance

    Its Failure Biggest concern for P way Engineers

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    The Plant

    Plant mounted on a Road Truckmodified to run on track also

    Speed on track 5 kmph

    Unlike Rail cum Road vehicleTurn table not provided

    Earthwork to be done incontinuity of LC road to align

    the vehicle along the track

    Fencing to be removed tofacilitate turning of vehicle

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    Working- On track

    Welding of running rail on which plant is standing ispossible

    Being done in construction projects, however Problemof high joint/ mismatching of rail head has beenreported

    Progress in open line will be limited because oflimitation of traffic blocks

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    Welding can be done in depotmade at suitable location

    Each depot requires a level ground ofabout 80-100 x 10 mts. The top surfacepreferably should be at sleeper toplevel.

    Length of depot = lenth of weldedpanel +length of feed rail + workingspace.

    Length of panel - decided by the

    handling and trucking effort requiredto take the panel and put it along thetrack for TRR.

    Presently 3 rail panel is being made in

    depot

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    Working- From 4RP to

    4 rail SW Panels welded in depot arekept in between the rails on the track forfurther in situ welding

    Short Panels are not inserted in trackand welded to avoid getting high

    joints

    In between the rails sufficient levelworking space is available

    Running rail will infringe the workingof plant if rail kept outside

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    Working- From 4RP to By keeping 4 RP on the roller in between the rails as

    is done in depot Proper head matching and properbutting force for welding is ensured

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    Working- From 3RP to

    The mix of depot and in situ weldingensures Good progress as

    And three fourthjoints are welded indepot.

    only one fourth joints welded inblock

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    Where is the other end ?

    Welded panel of any lengthas required can be madesubject to track features likeLC gate , bridge, points and

    Xing, SEJ etc.

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    Steps

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    DepotDepot

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    Depot

    Welded 4 RP

    Free rail

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    Squareness

    testing

    Railcutting

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    Bringing it to depotBringing free rail todepot

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    Web grindingWeb grinding for propercurrent passage

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    Depot weldingDepot Welding

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    19/40Grinding of Weld

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    USFD testing

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    Spreading Welded 4 RP along track

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    Putting the plant on track

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    Welding along the track

    Welding on Track

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    TRRThe Panel

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    Progress

    3 hr block being taken every day

    Approx 15 joints done in block

    Correspondingly 15 4RP to be made in depot hence 45joints to be done every day in depot

    To make one KM track panel it will take 3-4 workingdays

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    Tests Parameter validation of plant

    Squareness of rail cut

    Geometric tolerance of weld after grinding

    USFD testing

    Load test

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    Training Two day course for supervisors in f lash butt welding

    plant Moulaali

    Operator given training and tested

    Need for a training centre

    Welding contract Cost (f t k

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    Welding contract Cost (for trackwhere free rail has been converted into LWR

    with only SKV welds ) Cost of each welding = 2700

    Cost of weld per KM = 170 x 2700 = 4.5 lakhs

    It includes

    handling of Rail in depot,

    Handling of short welded panel for in situ welding,

    grinding of Rail web current passage,grinding of weld for profiling,

    USFD testing, and cost of pull out test

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    Cost of ancillary workApprox 2.5 lakh per km

    It includes

    Making two cut for each welded joints ie 320 cuts perkm

    trucking out 3 RP from depot to trackTRR

    Making Depot at every two KM

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    Other precautions/activities

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    Measuring the corrosion pit

    M t h ki f il d t

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    Match marking of rail ends to

    ensure head matching

    P i i f ld i i f li

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    Painting of old corrosion pit of liner

    contact

    S li f li t t

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    Sealing of liner contact area

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    Long welded panel kept on rollers

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    Problems faced Synchronizing the work

    Feeding the rail

    Locations without manned LC gate

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    Challanges How to do three RP TWR

    Scheme and schedule will be entirely different

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    Problems faced Synchronizing the ancillary and welding work

    Feeding the rail to depot