TEAM FOUNDATION PROJECTS

Interior Pile Installation

1
Typical initial excavation, This excavation and backfill technique was quickly abandoned as directed by the associated engineering teams involved. Spoils from this process would typically be re-purposed as backfill into the pile wells post installation.
2
Typical hand Pile install process.
3

Abused steel attempting to reach target depths and torque.

4
Custom cage detail. These cages needed to be built in place as per engineer specs. Typical installation would see the previously removed spoils utilized as back fill in the pile wells. This reinforcement design proved to be labour intensive but garnered the results desired.
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Further spoils that need to be removed to accommodate new reinforcement design.
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This level of further excavation is above the required pile install excavation.
7
Custom cage detail. These cages needed to be built in place as per engineer specs.
8
8 +/- metric tons of drain utilized as backfill in rear bedroom and theatre room as per engineer design. This would mean that all further spoils from excavation would need to be removed from site and this drain rock would need to be brought in.
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Custom cage detail. These cages needed to be built in place as per engineer specs. Some of the piles outlined required form work to maintain the specifics as outlined from the engineering team.
11

BA Concrete and Action line pumping.

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Pump and place 9 +/-meters of concrete.
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Cages designed to have rebar tying into the slab.

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Helical Piles Kelowna
Helical Pile (Left) and Helical Extension (Right)

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