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By Dennis By Dennis Choi Choi Concrete Repair Method Concrete Repair Method Concrete Repair Method Note Note : : The information used in this The information used in this powerpoint powerpoint is extracted from HKCRA and ICRI is extracted from HKCRA and ICRI

Concrete Repair Method - Remodeling Contractor In€¦ · andand delaminationdelamination Survey (Hammer Tapping)Survey (Hammer Tapping) zCovermeterCovermeter Survey Survey - in according

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  • By DennisBy Dennis ChoiChoi

    Concrete Repair MethodConcrete Repair MethodConcrete Repair Method

    NoteNote:: The information used in thisThe information used in this powerpointpowerpoint is extracted from HKCRA and ICRIis extracted from HKCRA and ICRI

  • Concrete Repair ProcedureConcrete Repair ProcedureConcrete Repair Procedure

    Part 1Part 1 -- Concrete EvaluationConcrete Evaluation

    Part 2Part 2 -- Concrete Repair MethodConcrete Repair Method

    Part 3Part 3 -- Quality ControlQuality Control

  • Part 1 -Part 1Part 1 Concrete Evaluation-- Concrete EvaluationConcrete Evaluation

    ••Depends on complexity and size of the jobDepends on complexity and size of the job

    Before Repair WorksBefore Repair Works zz (Open Up) Visual or(Open Up) Visual RITS (Rapid Infraredor RITS (Rapid Infrared ThermographicThermographic Survey)Survey)

    andand delaminationdelamination Survey (Hammer Tapping)Survey (Hammer Tapping)

    zzCovermeterCovermeter SurveySurvey -- in according with BS4408 Part 1in according with BS4408 Part 1

    zzCarbonation Depth MeasurementCarbonation Depth Measurement

    PH of concrete 12.5PH of concrete 12.5 –– 13.5 drop to 11 or below.13.5 drop to 11 or below.

    Carbonation coefficient by application ofCarbonation coefficient by application of FickFick’’ss LawLaw

  • Part 1 - Concrete EvaluationPart 1Part 1 -- Concrete EvaluationConcrete Evaluation

    Before Repair WorksBefore Repair Works

    zzElectrochemical Potential (Half Cell)Electrochemical Potential (Half Cell)

    --Measurement in accordance with ASTM C876Measurement in accordance with ASTM C876--8080

  • Part 1 - Concrete EvaluationPart 1Part 1 -- Concrete EvaluationConcrete Evaluation Before Repair WorksBefore Repair Works

    zzConcreteConcrete ResistivityResistivity MeasurementMeasurement

    zzChloride Content DeterminationChloride Content Determination

  • Part 1 -Part 1Part 1 Concrete Evaluation-- Concrete EvaluationConcrete Evaluation AfterAfter Repair Works (Q/C)Repair Works (Q/C)

    z RITS

    z Covermeter Survey

    z Rebound Hammer

    z Bond Test ( Direct pull-off)

    z Others – Similar to the Before Repair Works (for comparison the result)

  • - Concrete Repair MethodPart 2Part 2Part 2 -- Concrete Repair MethodConcrete Repair Method

  • Surface Repair MethodSurface Repair Method 表面修補方法表面修補方法Patching Method 批/擠壓法

    Grouting Method 灌漿法

    Spray Method 噴漿法

    Patching MethodPatching Method 批批//擠壓法擠壓法

    Grouting MethodGrouting Method 灌漿法灌漿法

    Spray MethodSpray Method 噴漿法噴漿法

    FullFull--Depth Replacement MethodDepth Replacement Method 全深度替換方法全深度替換方法

    Concrete Recasting Method全面翻落混凝土法

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    Concrete Repair MethodConcrete Repair Method

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    Concrete Repair MethodConcrete Repair Method

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    Concrete Repair MethodConcrete Repair Method

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    Concrete Repair MethodConcrete Repair Method

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    Concrete Repair MethodConcrete Repair Method

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    Concrete Repair MethodConcrete Repair Method

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    Concrete Repair MethodConcrete Repair Method

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    Concrete Repair MethodConcrete Repair Method

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    Part 2Part 2 -- Concrete Repair MethodConcrete Repair Method

    Extracted from the ICRI Concrete Repair Manual, emphasis the following items

    zz General description ( limitaGeneral description ( limitatition of different methods)on of different methods)

    zz Best application conditionBest application condition

    zz MateriMaterial selection requirement (al selection requirement ( available of different materialavailable of different material inin

    local market)local market)

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    Part 2Part 2 -- Concrete Repair MethodConcrete Repair Method

    Other Consideration

    zz Time ConstraiTime Constraintnt

    zz Serviceability requirement (upgrade/resume)Serviceability requirement (upgrade/resume)

    zz Cost saving (value added)Cost saving (value added)

    zz Efficiency of worksEfficiency of works

    zz End resultEnd result -- durabilidurabilittyy, appearance, clients, appearance, clients’’ satisfactionsatisfaction……etc)etc)

  • Case StudyCase StudyCase Study

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    Concrete RepairConcrete Repair -- PatchingPatching

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    Concrete RepairConcrete Repair -- PatchingPatching

  • Form & Dry Packing MethodForm & Dry Packing Method

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    Concrete RepairConcrete Repair --SpraySpray

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    Concrete RepairConcrete Repair --SpraySpray

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    Concrete RepairConcrete Repair --GroutingGrouting

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    Concrete RepairConcrete Repair --GroutingGrouting

    Structure BookmarksBy DennisBy Dennis ChoiChoi Concrete Repair MethodConcrete Repair MethodConcrete Repair Method NoteNote:: The information used in thisThe information used in this powerpointpowerpoint is extracted from HKCRA and ICRIis extracted from HKCRA and ICRI Concrete Repair ProcedureConcrete Repair ProcedureConcrete Repair Procedure Part 1Part 1 --Concrete EvaluationConcrete Evaluation Part 2Part 2 --Concrete Repair MethodConcrete Repair Method Part 3Part 3 --Quality ControlQuality Control Part 1 Part 1 -

    Part 1Part 1 Part 1Part 1 Part 1Part 1 Concrete Evaluation--Concrete EvaluationConcrete Evaluation.

    ••Depends on complexity and size of the jobDepends on complexity and size of the job Before Repair WorksBefore Repair Works zz(Open Up) Visual or(Open Up) Visual RITS (Rapid Infraredor RITS (Rapid Infrared ThermographicThermographic Survey)Survey) andand delaminationdelamination Survey (Hammer Tapping)Survey (Hammer Tapping) zzCovermeterCovermeter SurveySurvey --in according with BS4408 Part 1in according with BS4408 Part 1 zzCarbonation Depth MeasurementCarbonation Depth Measurement PH of concrete 12.5PH oPart 1 -Concrete EvaluationPart 1Part 1 --Concrete EvaluationConcrete Evaluation Before Repair WorksBefore Repair Works zzElectrochemical Potential (Half Cell)Electrochemical Potential (Half Cell) --Measurement in accordance with ASTM C876Measurement in accordance with ASTM C876--8080 Part 1 -Concrete EvaluationPart 1Part 1 --Concrete EvaluationConcrete Evaluation Before Repair WorksBefore Repair Works zzConcreteConcrete ResistivityResistivity MeasurementMeasurement zzChloride Content DeterminationChloride Content Determination /JPEG2000ColorImageDict > /AntiAliasGrayImages false /DownsampleGrayImages true /GrayImageDownsampleType /Bicubic /GrayImageResolution 300 /GrayImageDepth -1 /GrayImageDownsampleThreshold 1.50000 /EncodeGrayImages true /GrayImageFilter /DCTEncode /AutoFilterGrayImages true /GrayImageAutoFilterStrategy /JPEG /GrayACSImageDict > /GrayImageDict > /JPEG2000GrayACSImageDict > /JPEG2000GrayImageDict > /AntiAliasMonoImages false /DownsampleMonoImages true /MonoImageDownsampleType /Bicubic /MonoImageResolution 1200 /MonoImageDepth -1 /MonoImageDownsampleThreshold 1.50000 /EncodeMonoImages true /MonoImageFilter /CCITTFaxEncode /MonoImageDict > /AllowPSXObjects false /PDFX1aCheck false /PDFX3Check false /PDFXCompliantPDFOnly false /PDFXNoTrimBoxError true /PDFXTrimBoxToMediaBoxOffset [ 0.00000 0.00000 0.00000 0.00000 ] /PDFXSetBleedBoxToMediaBox true /PDFXBleedBoxToTrimBoxOffset [ 0.00000 0.00000 0.00000 0.00000 ] /PDFXOutputIntentProfile () /PDFXOutputCondition () /PDFXRegistryName (http://www.color.org) /PDFXTrapped /Unknown

    /Description >>> setdistillerparams> setpagedevice