welding training
TRANSCRIPT
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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
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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