A rotator apparatus (10, 100, 200) for rotationally positioning a suspended load (16). A flywheel (44, 144) can be directly or indirectly driven by a motor (40, 140). Vanes (50, 150) on a fan (45) or on the flywheel can be used to provide additional rotational control through air resistance/braking. A controller (20, 24, 120, 124) can provide wired or wireless control. Thrusters (52) can provide additional rotational impetus or resistance. One or more load cells (54, 232, 234) can provide load sensing. Cameras (28) can be used to visualise the load and can record load moving operations and details of the load for logistics tracking and safety. The attachment part (202) and/or the load support (216) can be connected to the body via a respective pivot (204, 214). The apparatus can include replaceable or rechargeable batteries (206, 210), such as within in a removable container (230), preferably supported by at least one drawer (231), which drawer may be mounted on telescopic drawer slides (212). The replaceable or rechargeable batteries (206, 210) can be provided as a cassette arrangement whereby the batteries plug in and are removable as a unit. At least one hook (157) for suspending a load from the rotator can include a groove or recess (158) to restrict or prevent load rotation.

A vertically-adjustable gantry assembly installation adapted for removal or placement of a train bridge-span of the type which spans and is supported by two piers, comprises a gantry assembly positioned on load-bearing first ground-support locations, the gantry assembly comprising a gantry and a ground-engaging vertical support and lift system, the vertical support and lift system adapted for supporting a combined weight of the gantry and a bridge span in at least one operational vertical position above respective bridge span support-surfaces of the piers including a position corresponding to a disembarking plane in which the leg portions are extended from a stowed position to an extent at least sufficient for the gantry assembly to self-liftoff the pre-installation conveyance system onto the first ground-support locations to effect the gantry assembly installation.

A vertically-adjustable gantry assembly installation adapted for removal or placement of a train bridge-span of the type which spans and is supported by two piers, comprises a gantry assembly positioned on load-bearing first ground-support locations, the gantry assembly comprising a gantry and a ground-engaging vertical support and lift system, the vertical support and lift system adapted for supporting a combined weight of the gantry and a bridge span in at least one operational vertical position above respective bridge span support-surfaces of the piers including a position corresponding to a disembarking plane in which the leg portions are extended from a stowed position to an extent at least sufficient for the gantry assembly to self-liftoff the pre-installation conveyance system onto the first ground-support locations to effect the gantry assembly installation.

A wave-induced motion compensation crane and corresponding vessel and method are disclosed. The crane includes a motion compensation device at a tip end portion of the boom structure to compensate for X-Y wave-induced motion and a heave compensation device for Z-motion. The motion compensation device includes a moveable jib beam that extends in a substantially horizontal direction. The jib beam is slewable about a substantially vertical slew axis and translatable in a longitudinal direction of the jib beam. Preferably, the jib beam can be levelled based on the angular orientation of the boom structure.

A wave-induced motion compensation crane and corresponding vessel and method are disclosed. The crane includes a motion compensation device at a tip end portion of the boom structure to compensate for X-Y wave-induced motion and a heave compensation device for Z-motion. The motion compensation device includes a moveable jib beam that extends in a substantially horizontal direction. The jib beam is slewable about a substantially vertical slew axis and translatable in a longitudinal direction of the jib beam. Preferably, the jib beam can be levelled based on the angular orientation of the boom structure.

A system and computer-implemented method is used for operating a crane on an offshore unit on which entities (e.g., personnel and/or equipment) operate. A dimensional map of the unit is created so locations of the entities can be tracked in the dimensional map of the unit. For example, wireless monitoring is received from wireless devices associated with both the entities and the offshore unit to perform the tracking. Dynamic operating parameters of the crane are also obtained while the crane is operating on the unit. These parameters can be received remotely from the crane. A programmable control device calculates a lifting zone that moves dynamically in the dimensional map based on the parameters, detect a conflict of a tracked location interfering with the zone, and outputs the detected conflict for appropriate action.

A system and computer-implemented method is used for operating a crane on an offshore unit on which entities (e.g., personnel and/or equipment) operate. A dimensional map of the unit is created so locations of the entities can be tracked in the dimensional map of the unit. For example, wireless monitoring is received from wireless devices associated with both the entities and the offshore unit to perform the tracking. Dynamic operating parameters of the crane are also obtained while the crane is operating on the unit. These parameters can be received remotely from the crane. A programmable control device calculates a lifting zone that moves dynamically in the dimensional map based on the parameters, detect a conflict of a tracked location interfering with the zone, and outputs the detected conflict for appropriate action.

In one implementation, a casket lowering system is configured to enable the lowering of a casket into a grave and includes: a casket support system configured to support the casket and temporarily suspend the casket above the grave; an electrically-actuated brake assembly coupled to the casket support system and configured to control the rate of descent of the casket support system into the grave; and a rechargeable power source electrically coupled to the electrically-actuated brake assembly and configured to provide electrical energy to the electrically-actuated brake assembly.

In one implementation, a casket lowering system is configured to enable the lowering of a casket into a grave and includes: a casket support system configured to support the casket and temporarily suspend the casket above the grave; an electrically-actuated brake assembly coupled to the casket support system and configured to control the rate of descent of the casket support system into the grave; and a rechargeable power source electrically coupled to the electrically-actuated brake assembly and configured to provide electrical energy to the electrically-actuated brake assembly.

The present invention relates to a motion (heave) compensation system for a load hanging from a mobile unit (1), the system comprising two blocks (3, 4) and hybrid damping means. According to the invention, the damping means comprise an oleopneumatic damping system (6) and an electric drive system (9, 10). The invention further relates to the use of such a compensation system for heave compensation for drilling tools support.