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    Welding and inspection

    Presented to the

    people in need

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    Course on

    WELDING AND INSPECTION

    Presentation on

    Welding fundamentals,application , Symbol,inspection

    An Overview

    by

    V UMASHANKAR

    [email protected]

    Chennai

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    Introduction

    Trainers background info

    15Years in Welding Inspection by Visual and

    NDT Heavy Equipment Fabrication Construction

    equipment

    Trainer in Manufacturing Quality, QMS,

    Six sigma Green Belt, TPM Facilitator, QualityCircle Team Leader, Welding Quality, NDTUltrasonic testing and Quality concept.

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    WELDING THEORY

    Welding is joining two pieces of

    materials.

    Solid+solid Welding = Solid state bonding

    Liquid+Liquid welding=Fusion Welding

    Solid+Liquid Welding=Braze Welding

    Oxy-Aceteline=Gas Welding

    Thermit =

    Atomic hydrogen=

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    ELECTRICAL ENERGY

    WELDING

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    A) ELECTRICAL ARC

    WELDING FCAW -Flux cored Arc Welding

    CAW -Carbon arc Welding

    SMAW -Shielded metal arc Welding

    GMAW -Gas metal arc Welding

    GTAW -Gas Tungsten arc Welding SW -Stud Welding

    PAW -Plasma Arc Welding

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    SHIELDED METAL ARC WELD

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    SUBMERGED ARC WELDING

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    Metal inert gas welding,MIG

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    TUNGSTEN INERT GAS WELDING

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    BRAZE WELDING

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    B) ELECTRICAL

    RESISTANCE WELDING Spot Welding

    Seam Welding

    Projection welding

    Flash butt Welding

    Electro slag Welding Stud Welding

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    C) ELECTRICAL INDUCTION

    WELDING Induction Presuure Welding

    Induction Brazing

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    MECHANICAL ENERGY

    Friction Welding

    Ultrasonic Welding,High freq sound waves

    Explosive Welding

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    SPECIAL SOURCE WELDING

    Electron Beam Welding

    Laser Welding

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    ELECTRODE DAMAGE &

    INFLUANCE Absorbtion or loss Moisture

    Cracking & discaling covering

    Contamination

    Oxidation of the cored wire

    Formation of deposits on the surface

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    Absorbtion or loss Moisture

    & INFLUANCE Porosity in weld metal

    Excessive Projection

    Spattering arc instability

    Visual worsening of seam suface

    Scouring / Blistering in cellulose coating Difficulty in removing slag

    Cracking caused by hydrogen

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    Formation of deposits on the

    surface

    Absorbtion or loss Moisture

    Cracking & discaling covering

    Contamination

    Oxidation of the cored wire

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    Welding inspection

    Crack

    Bead shift

    Burn through

    Porosity

    Pin holes

    Waviness Under cut

    Weld appearance

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    Weldments - Symbols and Drawing Practices

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    DWGA130 Overview (Cont.)Primary Reference -

    ISO 2553:1992

    Secondary References -

    AWS A2.4:1998

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    Welding Symbol, Weld Symbol

    FIGURE 1: Elements of a Welding Symbol

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    Elementary Weld Symbols

    Most common are fillet, square groove and

    flare bevel weld joints

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    Supplementary Weld Symbols

    Contour symbols not used much in the past

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    Weld Symbol Orientation

    Reference lines and

    weld symbol detailsremain the same

    regardless of which

    end the arrow is on.

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    Weld Both Sides

    Appropriate weld

    symbols above and

    below referencelines.

    Dashed line not

    required where theweld joint is

    exactly symmetric.

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    Combined Weld Symbols

    More than

    one weld

    type. Size specified

    individually

    for each.

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    Fillet Weld Size

    Required minimum

    weld size dimension(mm)z = leg dimension

    a = throat dimension

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    Butt/Groove Weld Size

    Required minimum

    throat dimension

    (mm) No direct

    measurement -

    requires destructivetest and evaluation

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    Intermittent Weld Dimensions

    ISO vs AWS (App 2)

    Size convention is the

    same

    Number and length of

    segments

    Spacing between

    segments vs AWS ctr

    to ctr method

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    Symmetric Intermittent Weld

    Same weld symbol

    and dimensions

    both sides Dashed line not

    required

    Anchor welds ateach end

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    Staggered Intermittent Weld

    Usually specified to

    avoid weld distortion

    or interference Offset dimension

    specified in detail vs

    default Anchor welds -

    standard shop practiceZ denotes staggered

    intermittent weld

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    Intermittent Weld on Circular Part

    If necessary, start location

    must clearly be identified

    Weld size

    Number and length of

    segments Spacing between segments

    (chord dimension)

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    Weld All Around

    Simplified details

    Exactly the same

    joint conditions andwelds all the way

    around

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    Testing methods

    Destructive

    Mechanical,

    Chemical,

    Testing

    Ultrasonic

    TestingD P

    Testing ,MPT,ECT,

    X-RAY

    AET,LEAK,

    NRT,

    Visual

    inspection

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    WELDINGSOUNDNESS

    Good welding Practice summary

    Right Welding

    parameter at any time

    No

    Adjustment

    Monitering

    For right welding at first

    Time and any time

    Setting

    With

    errorproof

    interlock

    (Poka

    yoke)

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    Continuous Improvement ModelWelding parameter entry

    RESULTRESULT

    EVALUATIONEVALUATION

    REPAIR,REPAIR,

    IDENTIFYIDENTIFYACTION PLANAction Name Date

    TIME

    Trend Chart

    GOAL

    CheckCheck

    PARETOANALYSIS100%

    Set alingment

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    Setting

    TIME

    CURRENT

    WIRE

    POSITION

    DIFT

    Wire feed

    Input

    Quality,

    Good

    Fittment,

    Job

    position,

    Alingment

    VOLTAGE

    PM Good Welding

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    GOOD WELDING CONTRIBUTION

    MACHIN

    E

    34%

    WELDER

    16%

    MATERI

    AL

    14%

    OTHERS

    9%

    METHOD

    27%

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    CHECK POINTS

    Rollequality

    Spool quality

    Alingnment

    Torch setting

    Flux baking

    FITUP GAP

    RUST

    Input material

    Quality

    Machine

    truness

    Key Decisions Made

    Ensure proper welding

    parameterSet appropriate Time

    Correct and monitor the process

    Check incoming component

    Clean and remove rust,oil

    Ensure proper welding.

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    Meet spec

    Weld width

    Penetration

    Side wall

    fusion

    Quantum Improvement in

    terms ofQuality

    Cost

    Cycle time

    Leading Consultants for 6

    and Cycle time Reduction

    Clients:Citicorp, PwC, ICI,3M, Telstra

    Requirement

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    Six Sigmas definition of Defect

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    NDE

    Circumferentia

    l Butt Weld

    Inspection

    ll welds shall be inspected. A weldsubject to inspection shall beacceptable if inspection shows:

    a) No surface cracks

    b) No Visible lack of fusionbetween welds and base metal

    c) No craters

    d) Uniform Weld profiles

    e) That frequency of visibleporosity in fillet welds does notexceed one in each 100 mm oflength and the maximum diameterdoes not exceed 2.4 mm Thatgroove welds have no visibleporosity.

    g) Undercut is not more than 0.5mm deep.

    Repairable

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