Coated poles

Coated poles with low environmental impact

Icona – Divisoria

DHDS technology (Double Head Drive System) is used in the realization of any type of underground and in many boreholes; its use becomes almost indispensable when there are precarious conditions of support of the hole or complex stratigraphies.


The piles are made without the use of mud or polymers: the low environmental impact of the work with the surrounding environment makes it less costly to landfill the result and makes the work suitable in urban contexts and polluted sites.





It is a process suitable for any geotechnical context, from the silt of the Venetian lagoon to alluvial soils; the vertical excursion of the helix with respect to the coating determines the exact configuration depending on the stratigraphy crossed.


During the excavation phase, the integrity of the surrounding soil is guaranteed by the lining; during the ascent phase, the impossibility of detensioning the soil is guaranteed by the lining-helix group, a protection both lateral and against possible siphoning of the material at the point of excavation, a real guarantee against injury to neighboring buildings.

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  • Earthmoving work for the construction of foundation piles

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Icona – Divisoria

DHDS pole installation

The construction of the DHDS pole is implemented in the steps of:

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    • Excavation: with rotation of the casing and counter-rotation of the continuous internal helix; simultaneously the drilling machine pushes the excavation equipment towards the bottom of the hole maintaining the hysteresis between the pairs of the two heads and the pull-down. Both the casing and the helix are equipped with suitable cutting edges chosen according to the terrain to be crossed. During excavation, the on-board computer monitors and records parameters relating to verticality, depth of excavation, speed of execution and working torque; the excavated material rises through the rotation of the propeller up to the basket placed at the top, from which the soil is discharged to the ground.
    • Casting: at the end of the rotation, the excavation system is progressively extracted and the concrete is pumped inside the propeller up to its end. The casting then takes place from the bottom of the pile to its top at a controlled rate of ascent depending on the volumetric saturation of the hole; during this session the computer monitors and records the basic parameters of the activity.
    • Reinforcement insertion: in the fresh concrete casting, suitably additivated, by gravity by its own weight.

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