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UNDER-WATER
WELDING
INTRODUCTION
 Underwater welding is an important tool for
underwater fabrication works.
 In 1946, special waterproof electrodes were developed in
Holland by ‘Vander Willingen'’.
 In recent years the number of offshore (inside the water)
structures including oil drilling rigs, pipelines, platforms
are being installed significantly.
CLASSIFICATION
• Under water welding can be classified as :
i. Wet welding
ii. Dry welding
WET WELDING
Key technology for repairing marine structure
Welding is performed under water directly exposed to the
wet environment
Increased freedom movement makes more effective,
efficient and economical
Supply is connected to the welder cables or hoses
Complete insulation of the cables and hoses are essential
in case to prevent the chance for electric shock
MMA (Manual Metal Arc) welding is commonly used
process in the repair of offshore platforms.
PRINCIPLE OF OPERATION
 The work is connected to the positive side of dc source and electrode
to the negative
 The two parts of the circuit are brought together and then slightly
separated
 An electric current occurs in the gap and causes a sustained spark
which melts the bare metal forming a weld pool
Fig –(1)
 The flux covering the electrode melts to provide a
shielding gas.
 Arc burns in the cavity formed inside the flux covering,
which is designed to burn slower than the metal barrel to
the electrode
Advantages
Cost is low.
Less costlier than dry welding.
Speed with which it is carried out
No enclosures so no time is lost for building.
 Good surface finishing
Disadvantages
Rapid quenching of the weld metal by the surrounding
water.
Welders working under water are restricted in
manipulating arc.
Hydrogen embrittlement causes cracks.
Poor visibility due to water dust.
DRY WELDING
 A chamber is created near the area to be welded and the
welder does the job by staying inside the chamber.
 It produces high quality weld joints .
 The gas-tungsten arc welding process is used mostly for
pipe works
 Gas metal arc welding is the best process for this welding.
CLASSIFICATION OF DRY WELDING
There are two basic types of dry welding :
i. Hyperbaric welding
ii. Cavity welding
Cavity welding:-
 Cavity welding is another approach to weld in water free
environment
 Conventional arrangements for feeding wire and shielding
gas
 Introducing cavity gas and the whole is surrounded by a
trumpet shaped nozzle through which high velocity
conical jet of water passes.
 It avoids the need for a habitat chamber and it lends itself
to automatic and remote control.
 The process is very suitable for flat structures
Advantages:-
Welder/diver safety
Good quality weld
Surface monitoring
Non destructive testing
Disadvantages:-
The habitat welding requires large quantities of complex
equipment and much support equipment on the surface
Cost is extremely high
Limitation:-
 As depth increase pressure also increases, it affects both
for driver and welding process
 It is unsafe process as compare to other welding process.
RISKS V/S PRECAUTIONS
 Risk of electric shock so achieving electrical insulation
of electrical welding equipments
 Hydrogen and oxygen are produced by the arc in wet
welding are potentially explosion so precaution must
be taken to avoid the build up of pockets of gas
 The life or health of the welder will be in risk from
nitrogen introduce into the blood stream,
precautions include the provision of an emergency air
or gas applied
Scope of further developments
 Hyper baric welding is well established and generally
well researched.
 Research being carried out for welding at a range of
500 to 1000m deep.
 THOR-1 (Tig Hyperbaric Orbital Robot) is developed
where diver performs pipe fitting, installs the tracks
and orbital head on the pipe and rest process is
automated.
CONCLUSION
Alternatives which include clamped and grouted
repairs (which may introduce unacceptably high
loading on offshore structures) and the use of bolted
flanges for the tie-ins are not necessarily and are not
always satisfactory
REFERENCES
 www.twi.com
 www.aws.com
 Production Technology- O.P.Khanna
 www.howstuffworks.com
THANK YOU

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Underwater Welding Techniques Explained in 40 Characters

  • 2. INTRODUCTION  Underwater welding is an important tool for underwater fabrication works.  In 1946, special waterproof electrodes were developed in Holland by ‘Vander Willingen'’.  In recent years the number of offshore (inside the water) structures including oil drilling rigs, pipelines, platforms are being installed significantly.
  • 3. CLASSIFICATION • Under water welding can be classified as : i. Wet welding ii. Dry welding
  • 4. WET WELDING Key technology for repairing marine structure Welding is performed under water directly exposed to the wet environment Increased freedom movement makes more effective, efficient and economical Supply is connected to the welder cables or hoses
  • 5. Complete insulation of the cables and hoses are essential in case to prevent the chance for electric shock MMA (Manual Metal Arc) welding is commonly used process in the repair of offshore platforms.
  • 6. PRINCIPLE OF OPERATION  The work is connected to the positive side of dc source and electrode to the negative  The two parts of the circuit are brought together and then slightly separated  An electric current occurs in the gap and causes a sustained spark which melts the bare metal forming a weld pool
  • 8.
  • 9.  The flux covering the electrode melts to provide a shielding gas.  Arc burns in the cavity formed inside the flux covering, which is designed to burn slower than the metal barrel to the electrode
  • 10. Advantages Cost is low. Less costlier than dry welding. Speed with which it is carried out No enclosures so no time is lost for building.
  • 11.  Good surface finishing
  • 12.
  • 13. Disadvantages Rapid quenching of the weld metal by the surrounding water. Welders working under water are restricted in manipulating arc. Hydrogen embrittlement causes cracks. Poor visibility due to water dust.
  • 14. DRY WELDING  A chamber is created near the area to be welded and the welder does the job by staying inside the chamber.  It produces high quality weld joints .  The gas-tungsten arc welding process is used mostly for pipe works  Gas metal arc welding is the best process for this welding.
  • 15. CLASSIFICATION OF DRY WELDING There are two basic types of dry welding : i. Hyperbaric welding ii. Cavity welding
  • 16. Cavity welding:-  Cavity welding is another approach to weld in water free environment  Conventional arrangements for feeding wire and shielding gas  Introducing cavity gas and the whole is surrounded by a trumpet shaped nozzle through which high velocity conical jet of water passes.  It avoids the need for a habitat chamber and it lends itself to automatic and remote control.  The process is very suitable for flat structures
  • 17. Advantages:- Welder/diver safety Good quality weld Surface monitoring Non destructive testing
  • 18. Disadvantages:- The habitat welding requires large quantities of complex equipment and much support equipment on the surface Cost is extremely high
  • 19. Limitation:-  As depth increase pressure also increases, it affects both for driver and welding process  It is unsafe process as compare to other welding process.
  • 20. RISKS V/S PRECAUTIONS  Risk of electric shock so achieving electrical insulation of electrical welding equipments  Hydrogen and oxygen are produced by the arc in wet welding are potentially explosion so precaution must be taken to avoid the build up of pockets of gas  The life or health of the welder will be in risk from nitrogen introduce into the blood stream, precautions include the provision of an emergency air or gas applied
  • 21. Scope of further developments  Hyper baric welding is well established and generally well researched.  Research being carried out for welding at a range of 500 to 1000m deep.  THOR-1 (Tig Hyperbaric Orbital Robot) is developed where diver performs pipe fitting, installs the tracks and orbital head on the pipe and rest process is automated.
  • 22.
  • 23. CONCLUSION Alternatives which include clamped and grouted repairs (which may introduce unacceptably high loading on offshore structures) and the use of bolted flanges for the tie-ins are not necessarily and are not always satisfactory
  • 24. REFERENCES  www.twi.com  www.aws.com  Production Technology- O.P.Khanna  www.howstuffworks.com