tb pickling and passivating of corroded tanks

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  • 7/30/2019 TB Pickling and Passivating of Corroded Tanks

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    PicklingandPassivatingofCorrodedTanksonChemicalShipNo4/2011

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    Thechemicaltankerdestinedformineralacidtransport

    started exploitation in February 2000. The cargo acid

    tankshavebeenconstructedfromduplexstainlesssteel

    2205.Thecargoes thathavebeenshippedwerenearly

    exclusivelysulphuricacidandphosphoricacids.Voyages

    were mostly along the western American coast. Ship

    designingwas

    not

    satisfactory.

    Trace

    weld

    leakages

    in

    two tanks, cracks ofwelds connectingmain deckwith

    transversebulkheadofthemostcorrodedtank,acrack

    in one tank bottom and small openings at transversal

    bulkhead/bottom weld in one tank were discovered

    within four years of exploitation. The cargo acid tanks

    gotwithintheseyearsexternalreinforcementsofsome

    transverse bulkheads and also internal stiffeners.

    Mineralacid

    passivation

    was

    performed

    by

    the

    constructing company before exploitation started and

    aftereachoftworepairs.Duringrepairsheavygrinding

    worktoremoverustwasdone.

    Corrosion damages found before pickling/passivationworkstartedAprimary inspectionwasperformedduringashortstay

    ofthe

    tanker

    in

    Morehead

    City

    harbor

    in

    the

    USA.

    At the very beginning active electrochemical potential

    valuesweremeasuredwith 175 True RMSMultimeter

    FLUKEof certainnumberof rust coveredplates at the

    top part of some tanks giving results around 500 mV

    against zinc/zinc sulphate electrode. The measured

    values suggested that some plates were made from

    different steel than duplex 2205 and the steel quality

    waslower

    compared

    to

    duplex

    2205

    which

    had

    typically

    potentialvaluesover900mV.

    Some of corrosion damages were serious ones that

    could bring catastrophic effects. Several fragments of

    theweldswerecompletelyrusted;someofthemjoining

    platesatthetankceiling,theotherjoiningwallswiththe

    ceiling.Severalfragmentsoftheweldswerecompletely

    coveredwithrustoranumberofrustspotswereoveror

    aroundthe

    welds

    between

    the

    tank

    ceiling

    and

    the

    walls. Corrosion of platewelds is themost dangerous

    problem as regards tank tightness. Rust was located

    mostlyaround theweldsatsomedistancebut insome

    cases close to the welds. When electrochemical

    potentialswere checked itwas found that a fewweld

    segments with the potentials after passivation below

    600 mV presented improper welding material quality

    (Fig.1).

    Fig. 1.Rust left afterpassivation shows improperweld

    fragments

    Insomecasesrustfromtheweldswasdispersedaround

    by liquid cargo on over walls or ceilings. This could

    happenwhen cargohaddissolved ironand ironoxides

    (rust)wereformedafterdrying.Someweldsjoiningthe

    ceilingplateswerecompletelycoveredwithheavyrust

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    and the surrounding surfaceof theplateswas covered

    withsuperficialrust.

    Corrosionaroundweldsofeyepads,ruststainsovertop

    ofthewallsandovertheceilingsinalltanks(15%ofthe

    surface covered with rust in the most corroded tank)

    and some small pitswere present. Single shallow pits

    were under rust spots in places that were heavily

    ground. Overheated strips after welding supporting

    elements from external side of transverse corrugated

    bulkheadsstartedtorust.Thickruststripsattheinternal

    bulkheadswereupto100mmwide(Fig.23).

    Fig.2.Stripsofrustfromcomingfromoutsidesupports

    welding

    Fig. 3. Rust over weld and strip of rust from outside

    welding

    The edge sides of nearly all vertical, bottom or ceiling

    stiffeners were covered with heavy rust spots (Fig. 4)

    being a result of improper cutting technology. These

    edgesunderrustweresmooth. Inmanycasesrustwas

    concentratedatoneedgesideofthestiffeners.Atsome

    stiffenersweldslugswereoverwelds.Thelargesurfaces

    ofthestiffenerswerewithnorustatall.

    Fig.4.Rustededgesofsupports

    Mostof the ladder stepswere coveredwith small rust

    spots coming obviously from imbedded iron external

    contamination that came through open manholes. All

    therailings

    were

    covered

    with

    small

    rust

    spots

    (Fig.

    5).

    Fig. 5. Rust on ladder steps and railings coming from

    embeddediron

    Both of them steps and vertical angles had potentials

    over 1000 mV against zinc/zinc sulphate electrode.

    There was neither rust on the ladder sides (angels

    havingwidesurface),noroverladderwelds.

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    Heavy rust was situated within and around the

    inspectionmanhole.Thenutsandboltheadsatasingle

    manholewerepartlycoveredwithrust.

    Theslopepartsoflongitudinalstarboardsidebulkheads

    were at some cases covered with rust spots. A single

    fillingpipewascoveredwithrustspots.

    The bad state of steel surfaces showed that latest

    pickling/passivating process but also exploitation were

    notproperlyperformed.

    Thesurveyonpickling/passivatingbyANCORACo.Anactionon rust removalwasundertakenbyANCORA

    Co. five years after the tanker was constructed. The

    pickling/passivationwork

    by

    Ancora

    Co.

    was

    done

    in

    the

    AstillerosBraswell InternationalS.AShipyard inPanama

    (Fig.6.)duringgeneralrepairperiod.

    Fig.6.Thetanker inBraswell InternationalS.AShipyard

    inPanama

    The cleaning and pickling/passivation were performed

    by hand spraying of Avesta Welding chemicals

    transportedfromtheproducerinSwedenbyair(Fig.7).

    Fig. 7. Chemicals for cleaning, pickling and passivation

    deliveredfromAvestaCo.byair

    Pressure spraying done with the usage of mobile

    scaffoldingwasnoteasybecauseoftheslopesofsome

    walls above bottoms that restricted an access to

    corroded constructions, mainly at the corners. The

    problem was solved by constructing a small platform

    stickingoutfromthescaffolding.

    Time period for a surveywas limited according to the

    periodofmechanicalrepairs.Atmosphericconditionsto

    carry out work were difficult as during the days

    temperatureinthetankswasincreasingtoaround60oC

    becauseof

    asunny

    weather.

    The

    decision

    was

    taken

    to

    workwithin tanksduringnights,whereasvisualcontrol

    ofeffectsandpotentialmeasurementswereperformed

    duringdays.

    Thetanksandpipingsystemswerepassivatedwithafull

    success,findingapositiveapprovalfromboth,theship

    ownerrepresentativeandthetechnicalinspector,

    ManagerofMaritimeConsultants,NYUSA.Thestainless

    steelsurfaces

    passivated

    by

    Ancora

    were

    in

    very

    good

    conditionswhencontrolledyearslater.

    Author:DrZbigniewKlenowicz,consultanttoAncoraCo.

    email:[email protected]