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Wet Bored Piling Method

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Steel rebar to link to pile cap inserted while concrete is wet. Concrete left to cure 5 days min. Title: Slide 1 Author: Tom Watson Last modified by: Tom Watson – PowerPoint PPT presentation

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Title: Wet Bored Piling Method


1
  • Wet Bored Piling Method
  • Site made secure HASAWA Fencing
  • Location of underground services established
    existing records, trial pits, CAT scan
  • Pile locations marked out need for accuracy,
    theodolite, surveying pegs
  • Pile driver on site control of work around
    plant, banksman, warning signs
  • Dig surface with auger to small depth check
    location by measuring to edge of auger.
  • Lift auger out of hole while not turning, deposit
    subsoil appropriately. Helical coil means soil
    can be lifted out of hole. Auger flight cleaning
    wheel helps remove soil.
  • Repeat till at required depth more sections
    added to shaft of auger if required depth is
    that of firm load bearing soil.
  • Steel casement inserted by crane and vibration
    hammer if required
  • Concrete inserted (trench support), modern pile
    rigs use a hollow auger to pump concrete to base
    of hole, reduces the risk of side wall collapse.
  • Casement removed by crane
  • Steel cage lowered into wet concrete, pushed down
    by vibration hammer or excavator.
  • Steel rebar to link to pile cap inserted while
    concrete is wet.
  • Concrete left to cure 5 days min.
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