rectification proposal

Upload: tin-aung-tun

Post on 14-Apr-2018

214 views

Category:

Documents


0 download

TRANSCRIPT

  • 7/27/2019 Rectification Proposal

    1/4

    ExpoStation&OverrunTunnelContract922DTL3ES007Panelsurfacerectificationprocedure

    __________________________________________________________________________________________________________________

    1

    DiaphragmWallRectificationWorkProposalforexposingofreinforcementbarandunsoundconcretesurfaceatPanelEN007

    Location : ESSTunnel,PanelEN007 StructureElement : Diaphragmwall Elevation : BetweenB1andB2Diaphragmwallsurface TypeofDefect:Exposeofthereinforcementduetounsoundconcretesurface

    1. ProposedrectificationmethodInaccordancetoourstandardrectificationmethod,abovementioneddefectshallbe

    rectifiedbyusingflowgrout/pourgroutmethodwithnonshrinkcementmixorpressure

    groutingmethodforthecaseofdeeperunsoundconcretecondition(defectextendbehind

    themainreinforcementanddepthmorethan100mm).

    Forthe

    above

    mention

    case

    ,in

    future

    diaphragm

    wall

    surface

    shall

    be

    hacked

    and

    shear

    linksshallbeexposedforstraighteningpriortoinner/skinwallconstruction.

    Thereforethose exposedreinforcementandunsoundconcreteareneededtobe

    covered/repairedtemporarilybeforeskinwallconstructionstagetopreventcorrosionof

    thereinforcementandpriortostrut/walerinstallation.

    Thereforewewouldliketoproposefollowingrectificationworkforabovementionpanel

    defects.

    2. Procedureoftherectificationworka. Surfacecleaning

    Hackandremoveallunsoundconcreteuntilexposesoundconcretesurface Removeanyintactlooseconcrete,loosescaleandrustfromthesteelbar,

    anddegreasingthereinforcement ifnecessaryorifpresenceofoilor

    grease.

    Cleanthesurfacewithcleanwaterandcompressairblowforanylooseparticles.

    b. ApplyingAntiCorrosivePaint Topreventthecorrosionorrusty,anticorrosivepaintsuchasNtitroprime

    Zinrichorsimilarpaintshallbeappliedatleasttwocoatonthe

    reinforcementsurfacebybrushuntilthesteelreinforcementfullcoverand

    allowedforatleast1hourforcuring.

  • 7/27/2019 Rectification Proposal

    2/4

    ExpoStation&OverrunTunnelContract922DTL3ES007Panelsurfacerectificationprocedure

    __________________________________________________________________________________________________________________

    2

    c. ApplyingCementMortar Uponthecompletionofapplyinganticorrosivepaint,handmix

    cement/sand/watermortarshallbeplasteredonthedefectsurfaceareaby

    usingtrowel.Cementmortarthicknessshallbeatleast20mmcoveronthe

    reinforcementsurface.

    Cement:Sand:Waterratioshallbe1:3:3d. Removalofcementmortarsurface

    PriortoconstructionofSkinwallandstraighteningofthediaphragmwallshearlinkstoconnecttotheskinwall, allthecementplastershallbetotally

    removedfromthediaphragmwallsurface.

    3. PhotoofthedefectsurfaceatthePanelEN007.

    Photo.1

  • 7/27/2019 Rectification Proposal

    3/4

    ExpoStation&OverrunTunnelContract922DTL3ES007Panelsurfacerectificationprocedure

    __________________________________________________________________________________________________________________

    3

    Photo.2

  • 7/27/2019 Rectification Proposal

    4/4

    ExpoStation&OverrunTunnelContract922DTL3ES007Panelsurfacerectificationprocedure

    __________________________________________________________________________________________________________________

    4

    Photo.3