Patent classifications
E02D13/00
Pile driving system
A pile driving system having a body, a body connection arrangement connecting the body to construction equipment, two arms on the body at least one of which is movable, and a jaw at the end of the arms having a jaw recessed connection surface formed at the inner portion of the jaw, and at least one shoe having the shoe recessed connection surface creating a symmetric profile so as to overlap the jaw recessed connection surface and corresponding to it when attached.
MACHINES, SYSTEMS, AND METHODS FOR AUTOMATED TRUSS ASSEMBLY AND CRIMPING
An alignment and installation jig for a screw anchor driving machine. The alignment and installation jig includes a laser target that can be moved from an alignment position to a driving position. The jig may also include one or more automated crimping assemblies to form permanent connections between overlapping foundation components while the machine is correctly oriented to assembly a truss foundation. One crimping assembly device may effect crimp joints between a foundation component held by the jig and overlapping upper ends of a pair of adjacent foundation legs. Second crimping assemblies may telescope down each leg to effect respective crimp joints between the lower end of the leg and the upper end of a driven foundation component.
Systems, methods, and machines for autonomously driving foundation components
A closed-loop feedback-control system for a screw anchor driving machine that uses a controller such as a programmable logic controller (PLC) and an array of sensors providing real-time data to control an automated screw anchor driving operation relying on a rotary driver, a crowd motor applying downforce to the rotary driver and a tool driver extending a tool through the rotary driver and screw anchor to drive screw anchors to a target depth. The tool driver is independently controllable to advance the tool at a different feed and speed than the rotary driver to respond to underground conditions encountered during driving.
Systems, methods, and machines for autonomously driving foundation components
A closed-loop feedback-control system for a screw anchor driving machine that uses a controller such as a programmable logic controller (PLC) and an array of sensors providing real-time data to control an automated screw anchor driving operation relying on a rotary driver, a crowd motor applying downforce to the rotary driver and a tool driver extending a tool through the rotary driver and screw anchor to drive screw anchors to a target depth. The tool driver is independently controllable to advance the tool at a different feed and speed than the rotary driver to respond to underground conditions encountered during driving.
Lubrication system for a vibratory pile driver
The lubrication system includes a hydraulic cylinder pump which receives oil from the pile driver gearbox and an actuating mechanism connected to the pump to move oil therein through an exit line to a spray mechanism in the gearbox housing, providing lubrication to the gearbox bearings before the gearbox elements begin to operate.
HOSE ARRANGEMENT FOR CREATING A BUBBLE CURTAIN IN BODIES OF WATER
The present invention relates to a hose arrangement (100) for creating a bubble curtain (BS) in bodies of water, comprising at least one air hose (4) including an interior space (4b) enclosed by a wall (4a), where a perforation (9) consisting of individual punctures (9a) is introduced in the wall (4a) at least in an upper, first circumferential area (B1), from which air can be discharged, when the interior space (4b) is pressurized, for creating a bubble curtain (BC) extending in the longitudinal direction (X) of the air hose (4), and a ballast receptacle (20) including a receiving area (8) extending in the longitudinal direction (X), in which an elongates ballast element (21) is received.
The invention provides that the air hose (4) is jacketed by a support sheath (10) including material bars (10a) and intermediate openings (10b), the air hose (4) being connected in a connecting area (15) via the support sheath (10) to the ballast receptacle (20), and the openings (10b) being positioned at least in the first circumferential area (B1) of the air hose (4) so as to allow air to be discharged from the perforation (9) in the air hose (4).
Grout plug systems and methods for placing piles
A grout plug assembly for use in forming a pipe pile system defining at least one pile assembly inner surface portion comprises a resiliently deformable plug body defining a plug outer surface, a plug inner surface, a first plug end surface, a second plug end surface. The plug inner surface defines a plug passageway. The plug outer surface is sized and dimensioned to engage the at least one pile assembly inner surface portion of the pipe pile system during formation of the pipe pile system.
Systems, methods and machines for aligning and assembling truss foundations
An automated control system for a screw anchor driving and truss assembly machine. A positioning subsystem determines an orientation of a machine mast's driving axis relative to an intended drive axis and controls the mast to align with the intended drive axis. After a pair of adjacent screw anchors are drive, the controller orients the mast so that an alignment jig for supporting truss apex hardware is held relative to a predetermined point in space.
Systems, methods and machines for aligning and assembling truss foundations
An automated control system for a screw anchor driving and truss assembly machine. A positioning subsystem determines an orientation of a machine mast's driving axis relative to an intended drive axis and controls the mast to align with the intended drive axis. After a pair of adjacent screw anchors are drive, the controller orients the mast so that an alignment jig for supporting truss apex hardware is held relative to a predetermined point in space.
SYSTEM FOR TEMPORARILY HOLDING, DURING PILING OPERATIONS, A FOUNDATION PILE INTENDED TO RECEIVE THE MAST OF AN OFF-SHORE WIND TURBINE
Disclosed is a system for the temporary holding, during pile driving operations, of a foundation pile intended to receive the mast of an offshore wind turbine. The temporary holding system includes a sleeve intended to receive a section of the foundation pile and a support frame intended to be secured to a floating device. The support frame includes a slide and an actuator, arranged to generate displacements of the sleeve according to the two translational degrees of freedom. The slide includes at least one rolling element including a cylindrical roller.