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PIPE JACKING
ABOUT THE TECHNIQUE
• It is generally referred as “Micro tunneling”
• Pipes are pushed through the ground behind the shield
using powerful jacks.
• Simultaneously excavation takes place within the shield.
• This process is continued until the pipeline is
completed.
• The method provides a flexible, structural, watertight,
finished pipeline as the tunnel is excavated.
ABOUT THE TECHNIQUE Cont…
• No theoretical limit to the length of individual pipelines.
• Pipes range from 150mm to 3000mm diameter can be
installed in straight line or in curvature.
• Thrust wall is provided for the reaction of the jacks.
• In case of poor soil, the thrust wall may punch inside the
soil.
• Then piles or ground anchoring methods can be used.
PROCEDURE
• The thrust pit and the reception pit are excavated at the
required places.
• Then the thrust wall is set up in the thrust pit according
to the requirement.
• In case of mechanized excavations, a very large pit is
required.
• But in case of manual excavation, a small pit is enough.
• Thrust ring is provided to ensure the even distribution of
stress along the circumference of the pipe.
• The number of jacks vary upon the frictional resistance
of the soil, strength of pipes etc.,
• The size of the reception pit is to be big enough to
receive the jacking shield.
• To maintain the accuracy of alignment a steer able shield
is used during the pipe jacking.
• In case of small and short distance excavations, ordinary
survey method is sufficient.
• But in case of long excavations, remote sensing and
other techniques can be used.
PROCEDURE Cont…
GENERAL ARRANGEMENTS
PIPE JACKING SETUP
THRUST SETUP
COMPUTER GUIDANCE SYSTEM
• The computer system
enables us to control the
work remotely.
ADVANTAGES
• It avoids the excavation of trenches. So it is also called
as “Trench less Technique”.
• There won’t be any leak problems in the future.
• Timely finish of projects.
DISADVANTAGES
• Very costly method.
• Skilled personnel is required.

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1.2 PIPE JACKING.ppt

  • 2. ABOUT THE TECHNIQUE • It is generally referred as “Micro tunneling” • Pipes are pushed through the ground behind the shield using powerful jacks. • Simultaneously excavation takes place within the shield. • This process is continued until the pipeline is completed. • The method provides a flexible, structural, watertight, finished pipeline as the tunnel is excavated.
  • 3. ABOUT THE TECHNIQUE Cont… • No theoretical limit to the length of individual pipelines. • Pipes range from 150mm to 3000mm diameter can be installed in straight line or in curvature. • Thrust wall is provided for the reaction of the jacks. • In case of poor soil, the thrust wall may punch inside the soil. • Then piles or ground anchoring methods can be used.
  • 4. PROCEDURE • The thrust pit and the reception pit are excavated at the required places. • Then the thrust wall is set up in the thrust pit according to the requirement. • In case of mechanized excavations, a very large pit is required. • But in case of manual excavation, a small pit is enough. • Thrust ring is provided to ensure the even distribution of stress along the circumference of the pipe.
  • 5. • The number of jacks vary upon the frictional resistance of the soil, strength of pipes etc., • The size of the reception pit is to be big enough to receive the jacking shield. • To maintain the accuracy of alignment a steer able shield is used during the pipe jacking. • In case of small and short distance excavations, ordinary survey method is sufficient. • But in case of long excavations, remote sensing and other techniques can be used. PROCEDURE Cont…
  • 9. COMPUTER GUIDANCE SYSTEM • The computer system enables us to control the work remotely.
  • 10. ADVANTAGES • It avoids the excavation of trenches. So it is also called as “Trench less Technique”. • There won’t be any leak problems in the future. • Timely finish of projects.
  • 11. DISADVANTAGES • Very costly method. • Skilled personnel is required.