6. welding symbols & weld preparations
TRANSCRIPT
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TWICSWIP 3.1
WIS 5 WELDING INSPECTION
WELDING SYMBOLS AND WELD PREPARATION
TWICSWIP 3.1
WIS 5 WELDING INSPECTION
WELDING SYMBOLS AND WELD PREPARATION
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Joints may be indicated:Joints may be indicated:
- by detailed sketches, showing every - by detailed sketches, showing every dimensiondimension
- by symbolic - by symbolic representationrepresentation
Weld symbols on drawingsWeld symbols on drawings
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A method of transferring information from A method of transferring information from the design office to the workshop is:the design office to the workshop is:
The above information does not tell us much The above information does not tell us much about the wishes of the designer. We obviously about the wishes of the designer. We obviously need some sort of code which would be need some sort of code which would be understood by everyone.understood by everyone.Most countries have their own standards for Most countries have their own standards for symbols. symbols.
Some of them are BS 499 Part 2, AWS A2.4 &Some of them are BS 499 Part 2, AWS A2.4 &
BS EN 22553 (ISO 2553)BS EN 22553 (ISO 2553)
Please weld Please weld herehere
Weld symbols on drawingsWeld symbols on drawings
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Advantages of symbolic representation:Advantages of symbolic representation:
Weld symbols on drawingsWeld symbols on drawingsWeld symbols on drawingsWeld symbols on drawings
Disadvantages of symbolic representation:Disadvantages of symbolic representation:
• simple and quick plotting on the drawingsimple and quick plotting on the drawing• does not over-burden the drawingdoes not over-burden the drawing• no need for additional viewno need for additional view• gives all necessary indications regarding gives all necessary indications regarding
the specific joint to be obtained the specific joint to be obtained
• used only for usual jointsused only for usual joints• requires training for properly requires training for properly
understanding of symbolsunderstanding of symbols
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Usually, the symbolic representation Usually, the symbolic representation includes: includes:
Weld symbols on drawingsWeld symbols on drawingsWeld symbols on drawingsWeld symbols on drawings
The elementary symbol may be The elementary symbol may be completed by: completed by:
• an arrow linean arrow line• a reference linea reference line• an elementary symbol an elementary symbol
• a supplementary symbola supplementary symbol• a means of showing dimensionsa means of showing dimensions• some complementary indications some complementary indications
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Weld elementary symbolsWeld elementary symbols
Various categories of joints are Various categories of joints are characterised by an elementary symbol.characterised by an elementary symbol.
This symbol is similar to the shape of the This symbol is similar to the shape of the weld to be made.weld to be made.
Square butt weldSquare butt weld
Weld typeWeld type SketchSketch SymbolSymbol
Single V butt weldSingle V butt weld
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Weld elementary symbolsWeld elementary symbols
Single-V butt Single-V butt weld with broad weld with broad root faceroot face
Weld typeWeld type SketchSketch SymbolSymbol
Single bevel Single bevel butt weldbutt weld
Single bevel Single bevel butt weld with butt weld with broad root facebroad root face
Backing runBacking run
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Weld elementary symbolsWeld elementary symbols
Single-USingle-U
butt weld butt weld
Weld typeWeld type SketchSketch SymbolSymbol
Single-JSingle-J
butt weldbutt weld
Fillet weldFillet weld
SurfacingSurfacing
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Convention of the arrow line (BS EN & Convention of the arrow line (BS EN & AWS):AWS):
Arrow line
a) a) ShallShall touch the joint intersection touch the joint intersection
b)b) ShallShall not be parallel to the drawing not be parallel to the drawing
c)c) ShallShall point towards a single plate point towards a single plate preparation (when only one plate has preparation (when only one plate has preparation)preparation)
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Convention of the reference line AWS Convention of the reference line AWS A 2.4 A 2.4
Reference line
a) a) ShallShall touch the arrow line touch the arrow line
b) b) ShallShall be parallel to the bottom of the be parallel to the bottom of the drawingdrawing
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Convention of the reference Convention of the reference line (BS EN ISO 22553):line (BS EN ISO 22553):
oorr
Reference line
a) a) ShallShall touch the arrow line touch the arrow line
b)b) ShallShall be parallel to the bottom of the be parallel to the bottom of the drawingdrawing
c)c) There shallThere shall be a further broken line be a further broken line above or beneath the reference line (Not above or beneath the reference line (Not necessary where the weld is symmetrical!)necessary where the weld is symmetrical!)
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Welds “Welds “on arrow side”on arrow side” of joint go of joint go underneathunderneath the reference line while the reference line while welds “welds “the other side”the other side” of the joint, go of the joint, go on topon top of the reference line of the reference line
Symbols with a Symbols with a vertical linevertical line component must be component must be drawn with the vertical line to the drawn with the vertical line to the left sideleft side of of the symbolthe symbol
All All CSACSA dimensions are shown to the dimensions are shown to the leftleft of the of the symbolsymbol
All All linear linear dimensions are shown on the dimensions are shown on the rightright of of the symbol i.e. number of welds, length of the symbol i.e. number of welds, length of welds, length of any spaceswelds, length of any spaces
Included angle and root opening are shown on Included angle and root opening are shown on toptop of the symbol of the symbol
AWS A 2.4 rules
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1010 3 x 50 (70)3 x 50 (70)
AWS A 2.4 rules-example
1010
5050
7070
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Welds Welds this sidethis side of joint, go on the of joint, go on the unbrokenunbroken reference line while reference line while welds welds the other sidethe other side of the of the joint, go on the joint, go on the brokenbroken reference line reference line
Symbols with a Symbols with a vertical linevertical line component must be component must be drawn with the vertical line to the drawn with the vertical line to the leftleft side of side of the symbolthe symbol
All All CSACSA dimensions are shown to the dimensions are shown to the leftleft of the of the symbolsymbol
All All linearlinear dimensions are shown on the dimensions are shown on the rightright of of the symbol i.e. number of welds, length of the symbol i.e. number of welds, length of welds, length of any spaces welds, length of any spaces
Included angle and root opening are shown on Included angle and root opening are shown on toptop of the symbol of the symbol
BS EN 22553 rulesBS EN 22553 rules
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z 10z 10 3 x 50 3 x 50 (50)(50)
BS EN 22553 rules - example
1010
5050
5050
All leg lengths All leg lengths shallshall be preceded by z and be preceded by z and throat by a or s (in case of deep penetration throat by a or s (in case of deep penetration welds)welds)
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8888
55
5 x 85 x 8
88
Fillet weld dimensions according AWS A Fillet weld dimensions according AWS A 2.42.4
Fillet weldsFillet welds
5 leg on 5 leg on vertical vertical membermember
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55
a 5 (z 8)a 5 (z 8)
88
Fillet weld dimensions according BS EN Fillet weld dimensions according BS EN 2255322553
oror
88
z 8z 8oror
z 8z 8
a 5 (z 8)a 5 (z 8)
Fillet weldsFillet welds
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Intermittent fillet weldsIntermittent fillet welds
Chain intermittent fillet weldChain intermittent fillet weld
length length (l)(l)
pitch pitch (e)(e)
aa
zz
aa n×l(en×l(e))aa n×l(en×l(e))
zz n×l(en×l(e))zz n×l(en×l(e)) oror
Symbol to BS EN 22553Symbol to BS EN 22553
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Intermittent fillet weldsIntermittent fillet welds
Chain intermittent fillet weldChain intermittent fillet weld
length length (l)(l)
pitch pitch (e)(e)
zz
zz l - el - e
zz l - el - e
Symbol to AWS A2.4Symbol to AWS A2.4
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Intermittent fillet weldsIntermittent fillet welds
Staggered intermittent fillet weldStaggered intermittent fillet weld
length length (l)(l)
pitch pitch (e)(e)
aa
zz
aa n×l n×l (e)(e)aa n×l n×l (e)(e)
zz n×l n×l (e)(e)zz n×l n×l (e)(e) oror
Symbol to BS EN 22553Symbol to BS EN 22553
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Intermittent fillet weldsIntermittent fillet welds
Staggered intermittent fillet weldStaggered intermittent fillet weld
length length (l)(l)
pitch pitch (e)(e)
zz
zz l - el - e
zz l - el - e
Symbol to AWS A2.4Symbol to AWS A2.4
e/2e/2
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Concave or Concave or ConvexConvex
Supplementary weld Supplementary weld symbolssymbols
Toes to be ground Toes to be ground smoothly (BS EN smoothly (BS EN only)only)
Site Site WeldWeld
Weld all Weld all roundround
Supplementary symbolsSupplementary symbols
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Supplementary weld Supplementary weld symbolssymbols
Ground Ground flushflush
111111
Further supplementary information, such as Further supplementary information, such as WPS number, or NDT may be placed in the WPS number, or NDT may be placed in the fish tailfish tail
Supplementary symbolsSupplementary symbols
Welding Welding process process numerical BS numerical BS ENEN MRMR
Removable Removable backing backing stripstrip
Permanent Permanent backing backing stripstrip
MM
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Fillet Fillet weldweld
Double Double VV
Double Double bevelbevel
Double UDouble U
Double JDouble J
Representation of welds done from Representation of welds done from both both sidessides of the joint intersection, touched by of the joint intersection, touched by the arrow headthe arrow head
Double side weld symbolsDouble side weld symbols
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Example:Example:
Produce a drawing giving symbols for the weld Produce a drawing giving symbols for the weld given as shown below to the specification AWS given as shown below to the specification AWS A2.4A2.4
Weld DrawingWeld Drawing
Symbol Symbol DrawingDrawing
MMMMAA
Weld symbols on drawingsWeld symbols on drawings
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Example:Example:
Draw the symbols for the weld given as Draw the symbols for the weld given as shown below to the specification BS EN shown below to the specification BS EN 2255322553
Weld drawingWeld drawing
Symbol Symbol DrawingDrawing
111111
Weld symbols on drawings
MMMMAA
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1010
2020
30303535
1515
77
Student symbols exerciseStudent symbols exercise
Complete a symbols drawing for the welded Complete a symbols drawing for the welded joint given below to AWS A2.4 & BS EN joint given below to AWS A2.4 & BS EN 2255322553
All fillet weld leg lengths are 10 mmAll fillet weld leg lengths are 10 mm
Weld symbols on drawingsWeld symbols on drawings
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Solution AWS Solution AWS A2.4A2.4 1010
3030
20201010
1010
3535
15151010
Weld symbols on drawingsWeld symbols on drawings
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Solution BS EN Solution BS EN 2255322553 z z
1010s 30s 30
s 20s 20 z z 1010
a 7 z a 7 z 1010s 35s 35
s 15s 15z 10z 10
Weld symbols on drawingsWeld symbols on drawings
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This has major effects on economics and This has major effects on economics and distortion control!distortion control!
The basic rule is this:The basic rule is this:
The more you take out, then the more you must put back in!
The purposes of a weld preparation is to The purposes of a weld preparation is to allow access for the welding process, allow access for the welding process, penetration and fusion through the area of penetration and fusion through the area of the joint and its facesthe joint and its faces
Weld preparationsWeld preparationsWeld preparationsWeld preparations
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Weld preparationWeld preparationWeld preparation depend on:Weld preparation depend on:
•welding processwelding process
•preparation method availablepreparation method available
•accessaccess
•type of jointtype of joint
•type of parent materialtype of parent material
•thicknessthickness
•welding positionwelding position
•in-service type of loadingin-service type of loading
Weld preparation for arc welding - see BS EN Weld preparation for arc welding - see BS EN 29692!29692!
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Weld preparationWeld preparation
Welding process impacts upon weld preparationWelding process impacts upon weld preparation
Arc Arc weldingwelding
EBEBWW
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Weld preparationWeld preparationWelding process impacts upon weld preparationWelding process impacts upon weld preparation
MMAMMA MAMAGG
high heat input process allow a larger root face, less high heat input process allow a larger root face, less weld metal required, less distortions, higher weld metal required, less distortions, higher productivityproductivity
if gap is too big risk of possible burn-throughif gap is too big risk of possible burn-through
if gap is too small risk of lack of penetration if gap is too small risk of lack of penetration
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Weld preparationWeld preparationPreparation method impacts upon weld Preparation method impacts upon weld
preparationpreparation
Requires machining slow Requires machining slow and expensiveand expensive
Tight tolerance easier set-Tight tolerance easier set-upup
Can be flame/plasma cut Can be flame/plasma cut fast and cheapfast and cheap
Large tolerance set-up can Large tolerance set-up can be difficultbe difficult
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Weld preparationWeld preparationPreparation method impacts upon weld Preparation method impacts upon weld
preparationpreparation
Variations in Variations in cutting linecutting line
Root face too large lack Root face too large lack of penetrationof penetration
Root face too small burn-Root face too small burn-throughthrough
Variations in Variations in cutting anglecutting angle
Included angle too large Included angle too large heavy distortions, heavy distortions, increase amount of filler increase amount of filler metal requiredmetal required
Included angle too small Included angle too small lack of penetration, lack lack of penetration, lack of side wall fusionof side wall fusion
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Weld preparationWeld preparationPreparation method impacts upon weld Preparation method impacts upon weld preparation - corrective measurespreparation - corrective measures
Backing strip (6 mm Backing strip (6 mm or more, same or more, same material)material)
No root No root faceface
Root face too Root face too largelarge
Recut groove preparationRecut groove preparation Increase root gap and Increase root gap and use backing stripuse backing strip
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Weld preparationWeld preparation
Preparation method impacts upon weld Preparation method impacts upon weld preparation - corrective measurespreparation - corrective measures
Too big/too Too big/too small included small included angleangle
Recut groove preparationRecut groove preparation Increase root gap and Increase root gap and use backing stripuse backing strip
Warning! Backing strips give a built-in creviceWarning! Backing strips give a built-in crevice
•susceptible to corrosionsusceptible to corrosion
•give a lower fatigue lifegive a lower fatigue life
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Weld preparationsWeld preparations
Access impacts upon weld preparationAccess impacts upon weld preparation
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Weld preparationsWeld preparations
Access impacts upon weld preparationAccess impacts upon weld preparation
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Weld preparationsWeld preparations
Access impacts upon weld preparationAccess impacts upon weld preparation
Pipe weld preparation - one side access only!Pipe weld preparation - one side access only!
for wall thickness up to 3 for wall thickness up to 3 mmmmfor wall thickness 3 to 20 for wall thickness 3 to 20 mmmm
for wall thickness over 20 for wall thickness over 20 mmmm
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Weld preparationsWeld preparations
Access impacts upon weld preparationAccess impacts upon weld preparation
Pipe weld preparation - one side access only!Pipe weld preparation - one side access only!
•self-adjusting itemsself-adjusting items
•no danger of burn-no danger of burn-throughthrough
•susceptible to susceptible to corrosioncorrosion
•lower fatigue lifelower fatigue lifeTo ensure minimum To ensure minimum root mismatch, the root mismatch, the internal bore is internal bore is sometimes machined sometimes machined with a low angled with a low angled bevelbevel
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Weld preparationsWeld preparationsType of joint impacts upon weld preparationType of joint impacts upon weld preparation
•danger of burn-danger of burn-throughthrough
•difficult to set-updifficult to set-up
•easy set-upeasy set-up
•no burn-no burn-throughthrough
•corner joints require offsetcorner joints require offset
offseoffsett
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Weld preparationsWeld preparationsType of joint impacts upon weld preparationType of joint impacts upon weld preparation
Bevel angle = 30ºBevel angle = 30º
Included angle = Included angle = 60º60º
Included angle = Included angle = Bevel angle = 50ºBevel angle = 50º
•lap and square edge butt joints do not lap and square edge butt joints do not require preparationrequire preparation
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Weld preparationsWeld preparationsType of parent material impacts upon weld Type of parent material impacts upon weld preparationpreparation
SteelSteel AluminiumAluminium
•to reduce distortions on stainless steels to reduce distortions on stainless steels welds, reduce included angle and increase root welds, reduce included angle and increase root faceface
•to avoid lack of side wall fusion problems to avoid lack of side wall fusion problems aluminium require larger included angles than aluminium require larger included angles than steelsteel
60º60º
30º30º
70-90º70-90º
35-45º35-45º
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Weld preparationsWeld preparationsThickness of parent material impacts upon Thickness of parent material impacts upon weld preparationweld preparation
•a single bevel groove requires a volume of a single bevel groove requires a volume of weld metal proportional to the square of plate weld metal proportional to the square of plate thicknessthickness
•its lack of symmetry lead to distortionsits lack of symmetry lead to distortions
Reduce shrinkage by:Reduce shrinkage by:
•reduce weld volumereduce weld volume
•use single pass weldinguse single pass welding
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Weld preparationsWeld preparations
Reduce weld volume by:Reduce weld volume by:
•reduce included anglereduce included angle
Thickness of parent material impacts upon Thickness of parent material impacts upon weld preparationweld preparation
•reduce root gapreduce root gap
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Weld preparationsWeld preparations
Reduce weld volume by:Reduce weld volume by:
•increase root faceincrease root face
Thickness of parent material impacts upon Thickness of parent material impacts upon weld preparationweld preparation
•use double bevel weld prepuse double bevel weld prep
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Weld preparationsWeld preparations
Reduce weld volume by:Reduce weld volume by:
•use U prep instead V prepuse U prep instead V prep
Thickness of parent material impacts upon Thickness of parent material impacts upon weld preparationweld preparation
U prep better than V U prep better than V prepprepV prep better than U V prep better than U prepprep
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Weld preparationsWeld preparations
Reduce distortions by using an asymmetric V Reduce distortions by using an asymmetric V prep instead of a symmetric V prepprep instead of a symmetric V prep
Thickness of parent material impacts upon Thickness of parent material impacts upon weld preparationweld preparation
t/3t/3tt
•weld first into deeper sideweld first into deeper side
•after welding half of depth, root back after welding half of depth, root back gouginggouging
•weld completely on backsideweld completely on backside
•complete welding on first sidecomplete welding on first side
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Weld preparationWeld preparation
PF symmetric PF symmetric preparationpreparation
Welding position impacts upon weld Welding position impacts upon weld preparationpreparation
PC asymmetric PC asymmetric preparationpreparation
If symmetric preparation is used in the PC If symmetric preparation is used in the PC position the weld may spill out of the grooveposition the weld may spill out of the groove
60º60º
30º30º 60º60º
15º15º
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Weld preparationWeld preparation
Type of loading impacts upon weld preparationType of loading impacts upon weld preparation
Static loads - prohibited application of one Static loads - prohibited application of one sided fillet weldsided fillet weld
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Weld preparationWeld preparation
Type of loading impacts upon weld preparationType of loading impacts upon weld preparation
Static loads - equal throat T jointsStatic loads - equal throat T joints
13 mm13 mm
weld area = 160 weld area = 160 mmmm22
weld area = 90 weld area = 90 mmmm22
13 mm13 mm
•no preparation requiredno preparation required
•danger of lamellar danger of lamellar tearingtearing
•preparation requiredpreparation required
•reduced distortionsreduced distortions
6060ºº
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Weld preparationWeld preparation
Type of loading impacts upon weld preparationType of loading impacts upon weld preparation
Static loads - equal throat T beams in bendingStatic loads - equal throat T beams in bending
neutraneutral axisl axis
deep deep penetration penetration fillet weldsfillet welds
normal fillet normal fillet weldswelds
neutraneutral axisl axis
Lower neutral axis is more advantageous Lower neutral axis is more advantageous (also helps to reduce residual distortions!)(also helps to reduce residual distortions!)
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Weld preparationWeld preparation
Type of loading impacts upon weld preparationType of loading impacts upon weld preparation
Dynamic loads - full vs. partial penetration Dynamic loads - full vs. partial penetration weldswelds
double bevel double bevel weldweld
fillet weldsfillet welds
Lack of penetration promotes cracking!Lack of penetration promotes cracking!
cyclic loadcyclic load