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Dealing With Failures

Date post: 06-Apr-2018
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    By

    B.GOUTHAMAN ADEN/GY

    J.R.MARGADARASI ADEN/NEDHARGIANSINGH XEN/DOT/

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    SHRI A.K.GOEL, DIRECTOR IR

    SHRI NEELMANI, PROF/ TRACK

    SHRI, V.B.SOOD,PROF/BRIDGES

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    A.A. S E JS E J

    G E N E R A L F E A T U G E N E R A L F E A T U

    Service life of SEJ rails are not c

    and certainly weaker than normal r

    SEJ fails after service life of abou

    high traffic density route.SEJ rails are being made out of n

    planing, heating and bending proce

    Failure rate of stock rails are very h

    of tongue rails.Crack propagation at initial stage n

    by keyman as foot & web of s

    covered by MS brackets

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    SEJ stock rail fracture at its thro

    reduction of section, induction of sharheating and bending while manufactur

    In latest design, stock rails are strengthMS flat but lot of SEJ already laid in tra

    conventional type.

    Flat can prevent onset of fracture, but a

    fracture the flat also give up.

    GENERAL FEATURES (Contd.)GENERAL FEATURES (Contd.)

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    EFFECTS OF SEJ STOCK RAIL FRAEFFECTS OF SEJ STOCK RAIL FRA SEJ s are designed to have gap from

    and fracture occurs in the gap.

    SEJ stock rail give up at about 20-4from the point of section reduction (thromm tail end is left unsecured againstmovement.

    Above piece keeps moving away by action of plying wheels and cause with wider gap in track especially in win

    Worst situation occurs early in case odue to unfavourable movement diretrains.

    Prolonged situation under unrestriccause working out of rotatable brackthe fractured rail piece blown out.

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    Escape of stock rail piece mak

    rail laterally unsupported and

    leads to derailment by mountingon stock rail or failure of tongue

    Timely report of SEJ fracture by

    guard on audible base is remote

    Emergency repair by keyman on

    is very difficult and detention

    service is high.

    EFFECTS OF SEJ STOCK RAIL FRACTUEFFECTS OF SEJ STOCK RAIL FRACTU

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    PROTECTIVE MEASURE AGAINSPROTECTIVE MEASURE AGAINSSUGGESTION NO 1 : FISH PL

    Provision of a multi holed fish platongue rail at suitable distance from e

    rail for all the conventional SEJs. Distance between end of stock rail t

    be X/2 incase of end SEJ an

    intermediate SEJ, X being the total SEJ.

    Fish plate does not interfere wmovement of breathing length on eithe

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    On fracture of stock rail, fish platemovement of separated rail piece breasonable distance and thus ensu

    i. Prevents excessive gap betweefractured ends.

    ii. Helps the rail piece end at sec

    position within the M.S. bracket.iii. Rail piece continue to share w

    and transmit over tongue rail.

    iv. Provide lateral stability to ton

    gauge maintained.v. Prolongs the failure free perioother components of SEJ

    PROTECTIVE MEASURE AGAINST MISH

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    PROTECTIVE MEASURE AGAINST MISH

    On detection by keyman/g

    emergency repair is possible by

    of fish plate using suitable holes

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    SUGGESTION NO.2: IMPROVED TRACK

    Existing track circuiting system does not

    fracture

    Modification of bonding of stock rail beyo

    tongue rail may indicate track circuit failudetection.

    SUGGESTION NO 3: CASTLE NUT

    Castle nut arrangement for all T heaprovided which ensures non-loosening

    prevents working out of bolts from grove

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    FRACTURE PREVENTION MEAS

    Service life of SEJ to be assessed on GMT carr

    renewed as and when becomes due instead of

    CTR/TRR.

    SEJ rails to be critically examined for possible c

    while fortnightly lubrication. Systematic USFD testing by hand probing.

    Elimination of wooden blocks provided below st

    as they are hindrance for effective packing of tw

    sleepers cause stock rail subjected to undue re

    stresses under every wheel.

    Laying of improved SEJ/Modified SEJ whose pe

    quite satisfactory.

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    M O D I F I E D S E

    STOCK RAIL

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    B.1 in 12 Fan Shaped LayoutB.1 in 12 Fan Shaped Layout -- Failure oFailure o

    P&C tongue rails are laterally unsupposwitch length (sleeper No. 3-20) and pwhen they are in set condition with their re

    rail.

    One of the tongue rail in set condition an

    open by a distance of throw and held in prod.

    Lateral support given directly by stock raJOH and further by slide blocks (Sl.No. 15

    tongue rail is set.MS flat reinforcement provided to outer w

    rails from ATS to JOH presently.

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    Experience indicates fracture of tongplace just after JOH when subjected to

    wheel load independently where at 100%does not exists.

    Fractured un-set straight tongue rail t

    of lead rail continuity and in case of cu

    rail, position will be free lead curve from

    Both the above situation cause the fralmost touch stock rail and create infflange way clearance of the un affecte

    fatal situation for the facing direction m

    Failure of tongue rail (Failure of tongue rail (ContdContd

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    LEADING STRETCHER BAR

    Ist FOLLOWING STRETCHER BAR

    III rd FOLLOWING STRETCHER BAR(JOH)

    IInd FOLLOWING STRETCHER BAR

    CRITICAL SE

    OF TONGUE

    PUNE Y

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    CROSS SECTIONS AT JOH & H

    SECTION

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    Thank you

    III rd FOLLOWING STRETCHER BAR (J O H)

    END OF WEB STIFFNER

    CRITICAL SECTION OF

    TONGUE RAIL

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    Failure of tongue rail (Failure of tongue rail (ContdContd

    Failure of tongue rail not detected by as the tip is properly set.

    Serious infringement prevails even to involved route of T/out and also emrepair of failed T/Rail is complex, mo

    over the affected P&C is preferred oattention and certification by JE or Sand not by K.Man/G.Mate.

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    S U G G E S S I O N SS U G G E S S I O N S

    MS flat stiffener to be extended over theon the reduced tongue rail section i.eblock.

    Above arrangements helps in providstrength to the weaker tongue rail and

    independent deflection of broken tongustock rail.

    Spring setting device as second throw ball switches to avoid rubbing at rear potongue rail at JOH by running wheels.

    Being the weaker and unsupported ,tongbe critically examined by K.Man daultrasonically at regular interval.

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