
Quick Lifting
Build clearance while the deck keeps moving.
The payload and the deck keep moving.
Quick lifting uses controlled compensator retraction to build separation. The required clearance must be maintained through the lift-off transient.
Separation is opening
A favourable relative-motion condition can help create separation. The trigger is defined for the coupled crane, load and deck motion.
The deck can close the gap
Initial lift-off alone is not enough. Following deck motion can reduce clearance while the payload is still close.
Concept sketches only: no time history, velocity scale or trigger setting is implied. The lift analysis establishes the transient clearance and load response.
Use the favourable point in relative motion defined by the lift procedure. Preload, available travel, retraction force and the operating envelope are set for the specific lift.
Read the result together with its assumptions.
Modelled re-contact frequency for the same 250 t payload and sea-state definition. The conventional rigid-line crane and ANTARES quick-lift cases use the stated favourable trigger condition.
modelled re-contact frequencyANTARES quick lift
re-contacts / trials
Bars use a common 0–100% scale. The speeds and reported frequencies are retained from the original case table; these are model outputs, not general operating limits.
The published case reports 0 of 120 realisations at each tested point, with a stated 95% interval of 0–3% for that model setup. This does not establish zero operational risk or transfer the result to another lift.
These results belong to one payload, vessel and sea-state case. A project assessment must check clearance, transient loads, available stroke and the relevant crane and rigging limits together.
Case table and published context
| Crane hoist speed | Conventional crane — re-contact | ANTARES quick-lift |
|---|---|---|
| 1–3 m/min | 100% | 0% (0 of 120) |
| 5 m/min | 86% | 0% (0 of 120) |
| 10 m/min | 52% | 0% (0 of 120) |
| 20 m/min | 15% | 0% (0 of 120) |
The quick-lift re-contacted in none of the 120 modelled realisations of that sea state at any speed (95% confidence 0–3% for this model setup). In the modelled snatch the payload leaves the deck at a payload DAF of 1.27 and a peak sling load of 3,118 kN — inside the rigging and crane limits, on 64% of the ANTARES stroke. Modelled in CONSTELLATION as one coupled time-domain load path; deck re-contact evaluated as DNV-RP-N103 §9.5 defines it. One sea state, one case; every lift is sized on its own payload, vessel and sea.
The example was modelled in CONSTELLATION. Equipment capability and the analysed operating envelope are specific to the lift.
Preload, travel, trigger, clearance.
The compensator can already be managing rigging tension before lift-off. The transient then has to satisfy the clearance and load criteria.
Establish preload
Rigging tension is held below the payload’s supported weight while the load remains on deck.
Allow for motion
The planned stroke position leaves travel to manage the heave and carry out the required retraction.
Use the defined trigger
The operator triggers at the favourable relative-motion condition specified in the lift procedure.
Build and maintain clearance
Controlled retraction lifts the load away. The analysis checks the following deck motion, peak loads and stroke use.
The original explanation uses roughly 50% of static weight and ⅓–½ of stroke as illustrative preparation values. Actual preload and travel are specified for the lift; these are not default operating settings.
How the retraction is powered
| Retraction method | How it works |
|---|---|
| Accumulator switch | Low-pressure to pre-charged high-pressure accumulator — sized to retract the payload in question |
| Gas injection | High-pressure gas connected to the working accumulator through a large connection |
| AHC power unit | The HPU generates the additional lifting force |
Retraction force, speed and travel must remain within the assessed envelope. End damping does not replace a check of the transient or available working stroke.