A geotechnical apparatus comprising a holder with a coiled rod with a probe, such as a penetrometer, a rod bending/straightening device and a drive unit for both uncoiling the coiled continuous rod and pushing the uncoiled rod with the probe into the ground and for pulling such a rod with the probe out of the ground and recoiling the continuous rod, wherein the drive unit comprises two grippers to alternatingly grip the rod and move it along its longitudinal axis over a predefined length, the bending/straightening device has a first set of rollers, at least two of which are at one side of the rod and the remaining rollers are at an opposing side of the rod, such that the rollers convert the coiled rod to an essentially straight rod when uncoiling and convert the straight rod to a coiled rod of essentially constant coil diameter when coiling.
G01N 3/48 - Investigating hardness or rebound hardness by performing impressions under impulsive load by indentors, e.g. falling ball
E21B 19/22 - Handling reeled pipe or rod units, e.g. flexible drilling pipes
E21B 19/086 - Apparatus for feeding the rods or cablesApparatus for increasing or decreasing the pressure on the drilling toolApparatus for counterbalancing the weight of the rods with a fluid-actuated cylinder
E21B 17/20 - Flexible or articulated drilling pipes
2.
Geotechnical apparatus comprising at least one rod provided with a probe
Geotechnical apparatus comprising at least one rod provided with a probe, which rod has a longitudinal bore extending along its body which is in fluid communication with one or more lubricating openings behind the probe for introducing lubricant along the rod's superficial area, wherein the apparatus further comprises a drive unit for the at least one rod for pushing said rod into the ground or pulling it from the ground.
E21B 7/26 - Drilling without earth removal, e.g. with self-propelled burrowing devices
E02D 1/02 - Investigation of foundation soil in situ before construction work
E21B 49/00 - Testing the nature of borehole wallsFormation testingMethods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
3.
METHOD, HANDLING UNIT AND STAND FOR ACQUIRING A SAMPLE FROM A SEABED TOP LAYER
Handling unit equipped to acquire a sample from a seabed top layer by retracting and retrieving a piston corer holding the sample from a seabed, and to remove the sample from the piston corer, wherein the handling unit is a standalone unit arranged for mounting on a vessel and for re- trieval of a sample from the piston corer while it remains vertical. The handling unit comprises a container with dimen- sions and/or lifting points and/or connections as provided on a standard sea freight container. It also comprises a lifting device which is foldable out of and back into a container of the handling unit.
E21B 49/02 - Testing the nature of borehole wallsFormation testingMethods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells by mechanically taking samples of the soil
4.
Method, handling unit and stand for acquiring a sample from a seabed top layer
Handling unit equipped to acquire a sample from a seabed top layer by retracting and retrieving a piston corer holding the sample from a seabed, and to remove the sample from the piston corer, wherein the handling unit is a standalone unit arranged for mounting on a vessel and for retrieval of a sample from the piston corer while it remains vertical. The handling unit comprises a container with dimensions and/or lifting points and/or connections as provided on a standard sea freight container. It also comprises a lifting device which is foldable out of and back into a container of the handling unit.
E21B 25/18 - Apparatus for obtaining or removing undisturbed cores, e.g. core barrels or core extractors the core receiver being specially adapted for operation under water
E21B 25/00 - Apparatus for obtaining or removing undisturbed cores, e.g. core barrels or core extractors
E21B 49/02 - Testing the nature of borehole wallsFormation testingMethods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells by mechanically taking samples of the soil
5.
Offshore drilling installation and method for offshore drilling
Offshore drilling installation comprising a platform selected from the group comprising a vessel, a pontoon, a jack-up, and further comprising a drill string drivingly connected with said platform and optionally provided with a heave motion compensator, wherein at its lower end the drill string is pro-vided with a drill bit, and wherein a seabed template suspended with lift wires from the platform is placed on a seabed, and wherein clamping means mounted in the seabed template are provided for fixing the drill string relative to the seabed template, which clamping means are embodied as a chuck which is arranged for clamping the drill string whilst enabling the drill string's rotation.
Offshore drilling installation comprising a platform selected from the group comprising a vessel, a pontoon, a jack-up, and further comprising a drill string drivingly connected with said platform and optionally provided with a heave motion compensator, wherein at its lower end the drill string is provided with a drill bit, and wherein a seabed template suspended with lift wires from the platform is placed on a seabed, and wherein clamping means mounted in the seabed template are provided for fixing the drill string relative to the seabed template, which clamping means are embodied as a chuck which is arranged for clamping the drill string whilst enabling the drill string's rotation.
A movable supporting construction for placing on a floor, comprising a lower part and an upper part cooperating with said lower part, wherein the lower part is designed to rest on the floor and to assume a position that is determined by the condition of the floor, and the upper part has a first and a second position, wherein in the first position, the upper part is suspended freely above the lower part and in the second position, the upper part rests on the lower part maintaining a predetermined invariant position, wherein in the second position, the lower part and the upper part are in line contact, thereby determining a contact line that forms at least a portion of a closed line.