Offshore jack-up installation vessel driving a monopile with a pile-driving hammer at an offshore wind site

Operations

Pile-Run Protection

Cap the shock when a driven pile breaks free and runs — protect the crane, the wire and the hammer, and keep the campaign on schedule.

During offshore piling, a pile that punches through a soft soil layer can free-fall under its own weight. When the slack runs out the slings snap taut and the lift must arrest the running mass — a snap load that drives peak tension through the wire, hammer and crane far above the static hook load, with a dynamic amplification factor (DAF) that can exceed 3 in a clamped run, enough to overload the crane or part the rigging. POLARIS is a crane shock absorber that strokes the instant wire speed spikes, lengthening the deceleration (snubbing) time so the same arrested energy is dissipated at a far lower peak force — held to a preset ceiling and absorbed inline in the hydraulic cylinder. Lower peak loads keep the crane, wire and hammer inside their limits and the campaign on schedule.

seabed crane vessel shock absorber slings slack shock isolated from crane hammer on pile head pile soil grip lost · pile runs δ_run pile runs slings tension compensator engages
The hammer rides the pile head on slack slings beneath the shock absorber, so the cylinder is isolated from the crane. When the soil grip fails the pile runs (delta-run), the slings snap tight and the compensator engages to arrest it.

What happens in a pile run

1

Break-through

A driven pile punches through a soft soil layer and its end-bearing resistance collapses, so the pile free-falls under its own weight.

2

Clamped or loose

What the lift has to catch depends on the connection. Clamped to the pile, the hammer runs with it and the absorber arrests the full hammer-and-pile assembly. Loose on the pile head, only the hammer stays on the line — the pile runs away on its own.

3

Shock path

When the slack runs out the slings snap taut and that mass is arrested through the wire, hammer frame and crane — a transient well above the static hook load that can overload the crane or part the rigging.

What we control

Cap the peak crane load

POLARIS holds the force transmitted to the wire, hammer and boom to a preset ceiling while the pile is brought to rest — cutting the dynamic amplification factor from 3.07 to 1.47 (about 75% off the peak) in the modelled run, instead of a rigid connection passing the full impact into the crane.

Absorb the run energy inline

Fitted inline between hook and load, POLARIS strokes on the sudden speed increase, dissipates the pile's kinetic energy in its hydraulic cylinder and damps the post-arrest oscillation in the wire and hammer. It is sized to the worst-credible run rather than the expected case.

Preserve the load chart

POLARIS is fully passive and self-contained — a single-cylinder unit with no external power, accumulators or HPU. It adds little rigging weight, so it barely eats into the crane's load chart, leaving capacity for the pile and hammer on high-capacity installation cranes.

Reset between piles

POLARIS is a single-shock device sized for one run at a time; it resets to ready between piles without coming back to deck, which suits the pile-by-pile rhythm of an installation campaign. It is not intended to soak up rapid repeated shocks within a single stroke.

A pile run, modelled

We size POLARIS against the worst-credible run. The case below is the clamped configuration — the hammer locked to the pile, so the absorber arrests the full 1,470 t hammer-and-pile assembly — on a 2,500 t crane from a 5 m/s run (18,375 kJ), modelled in CONSTELLATION, our in-house lift-dynamics simulator.

Peak hook load through the arrest 1,470 t pile + hammer · 5 m/s run · 2,500 t crane — modelled in CONSTELLATION 0 5,000 10,000 15,000 20,000 25,000 30,000 35,000 40,000 45,000 50,000 kN OVER LIMIT 44,890 kN DAF 3.07 · 183% of SWL Rigid connection No shock absorber 21,886 kN DAF 1.47 · 89% of SWL POLARIS Crane shock absorber Static hook load · 14,421 kN Crane limit · 24,525 kN (SWL × 1.0 g) −75% shock
Peak hook load in the arrest. The red band is the dynamic shock above the static hook load. A rigid connection nearly triples the load and runs far past the crane SWL limit; POLARIS holds the rod force to a preset ceiling, cuts the overshoot by about 75 percent and keeps the lift inside the limit.
MetricRigid connectionWith POLARIS
Peak hook load44,890 kN21,886 kN
Dynamic amplification factor3.071.47
Crane utilisation (2,500 t)183% of SWL89% of SWL
Shock above static load+30,469 kN+7,465 kN (-75%)
Compensator stroke usedn/a4.77 m of 6.0 m
With POLARIS the 5 m/s run passes the crane check — peak hook load at 89 percent of SWL, with 4.77 m of the 6.0 m stroke used. The same run on a rigid connection reaches 183 percent of SWL — nearly three times the static load.

Modelled in CONSTELLATION, Norwegian Dynamics' in-house lift-dynamics simulator: it builds the complete load path — crane, reeving, rigging, compensator and payload — as one coupled time-domain model and solves the arrest for peak hook load, dynamic amplification, stroke and absorbed energy. The case shown is one arrangement; every pile run is sized on its own pile mass, drop and soil profile.

How we size a POLARIS unit

Sized to the heaviest credible run

We size to the clamped case — the absorber arresting the hammer and pile together — so the capped peak stays inside the crane certificate and load chart, and a lighter loose run, where only the hammer is on the line, sits well within it.

One shock at a time

POLARIS is a single-shock absorber: it strokes on one run, then resets to ready between piles without returning to deck. It is not intended to soak up rapid repeated shocks within a stroke.

Stroke held in reserve

In the modelled 5 m/s run POLARIS used 4.77 m of its 6.0 m stroke — the gas spring and bleed valve absorb the energy progressively, holding the force ceiling while keeping travel in reserve for an even harder run.

Checked against the crane

Peak hook load is verified against the crane derated capacity, the marine-operations standard DNV-ST-N001 and the modelling guidance DNV-RP-N103, keeping utilisation off the limit so a run does not overload the crane or stand the campaign down.

Matched to your run, not a catalogue

POLARIS is specified per case across the offshore-piling range — SWL from 75 t to 4,000 t and strokes to 8 m — so the unit suits your worst-credible run rather than a fixed product.

The engineering behind it

For the full method and worked examples, see the engineering guide — forces are sized to DNV-RP-N103 and checked against the crane’s derated capacity.

Size a POLARIS unit for your worst-credible pile run

Send the crane SWL and certificate, the pile and hammer mass, the worst-credible run and the soil profile. We’ll come back with a recommended POLARIS size, the capped peak hook load and the next engineering step.

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