Patent classifications
E02D13/04
Adjustable pile holding system, vessel and pile installation method
A pile holding system is to be mounted on a deck of a vessel, e.g. for installation of a pile adapted to support an offshore wind turbine. The pile holding system is configured to support the pile in an upright position at a pile installation location next to the vessel. A vessel is provided with such a pile holder system. A method for installation of a pile and a pile holder are also disclosed.
Adjustable pile holding system, vessel and pile installation method
A pile holding system is to be mounted on a deck of a vessel, e.g. for installation of a pile adapted to support an offshore wind turbine. The pile holding system is configured to support the pile in an upright position at a pile installation location next to the vessel. A vessel is provided with such a pile holder system. A method for installation of a pile and a pile holder are also disclosed.
DEVICE FOR PUSHING FOUR PILES INTO THE GROUND OR INTO A SEABED
The present invention relates to a device for pushing four piles into the ground or into a seabed in a square configuration or in a diamond configuration, the device comprising: —a bridge assembly which defines a first, second, third and fourth connecting location arranged in a square or diamond configuration, —four connection assemblies via which in use each of the four piles is connected to the bridge assembly, wherein each pile connection assembly comprises: —an actuator comprising an upper actuator part and a lower actuator part, wherein the actuator is configured to extend, —a pile connector connected to the lower actuator part, —a control device configured for alternately letting each of the actuators extend, and configured for letting the pile which is pushed into the ground or seabed receive a greater force than the opposite pile of the square or diamond configuration, wherein the exerted push force is transferred into the bridge assembly and transferred at least partially from the bridge assembly as a tension force and a bending moment into the two adjoining piles via the two adjoining pile connection assemblies.
DEVICE FOR PUSHING FOUR PILES INTO THE GROUND OR INTO A SEABED
The present invention relates to a device for pushing four piles into the ground or into a seabed in a square configuration or in a diamond configuration, the device comprising: —a bridge assembly which defines a first, second, third and fourth connecting location arranged in a square or diamond configuration, —four connection assemblies via which in use each of the four piles is connected to the bridge assembly, wherein each pile connection assembly comprises: —an actuator comprising an upper actuator part and a lower actuator part, wherein the actuator is configured to extend, —a pile connector connected to the lower actuator part, —a control device configured for alternately letting each of the actuators extend, and configured for letting the pile which is pushed into the ground or seabed receive a greater force than the opposite pile of the square or diamond configuration, wherein the exerted push force is transferred into the bridge assembly and transferred at least partially from the bridge assembly as a tension force and a bending moment into the two adjoining piles via the two adjoining pile connection assemblies.
System for anchoring a pile or jacket and corresponding method
A system for holding a tubular sleeve (2) in a receiving structure during setting of a cement or other binder introduced in a fluid state between the sleeve (2) and the receiving structure, comprising:—at least one expandable structure (4) mounted on the sleeve (2), deformable from an inactive configuration allowing insertion of the sleeve (2) in the receiving structure to an active configuration immobilizing the sleeve (2) in the receiving structure,—at least one corresponding tool to be inserted in the sleeve (2), configured for acting on the expandable structure (4) to cause it to pass from the inactive configuration to the active configuration.
RING-SHAPED COFFERDAM AND TEMPORARY PIT EXCAVATION STRUCTURE USING TAPERED SQUARE PIPE, AND CONSTRUCTION METHOD THEREOF
A ring-shaped cofferdam and temporary pit excavation structure using tapered square pipes includes a plurality of tapered square pipes a trapezoidal cross-section, in which the plurality of tapered square pipes each have a coupling protrusion or a coupling groove formed in a longitudinal direction on a first side, the plurality of tapered square pipes each have a coupling protrusion or a coupling groove formed in the longitudinal direction on a second side, the plurality of tapered square pipes are assembled by coupling the coupling protrusions and the coupling grooves, a long side of two parallel sides of the trapezoid is disposed outside, and a short side is disposed inside.
Alignment tool
An alignment tool for a pile cap is disclosed, wherein the alignment tool comprises: a tensioner configured to apply tension to a cord; a pile cap fastener coupled to the tensioner; and a cord guide coupled to the fastener; wherein the cord guide is configured to guide a cord under tension by the tensioner.
Pile staging stand assembly and method of use
The disclosure relates to an assembly for staging a pile, and a method of use for the assembly, the assembly having at least one stand having a base, having a front end and a rear end, wherein each stand includes: a lower arm assembly slidably connected to the base, wherein the lower arm assembly is configured to move laterally away and towards the pile, and further wherein the roller assembly further comprises a roller located towards the front end; and an upper arm assembly connected to the base, the upper arm assembly having a pivoting arm configured for pivoting towards and away from the base; and a second roller connected to an end of the pivoting arm.
Pile staging stand assembly and method of use
The disclosure relates to an assembly for staging a pile, and a method of use for the assembly, the assembly having at least one stand having a base, having a front end and a rear end, wherein each stand includes: a lower arm assembly slidably connected to the base, wherein the lower arm assembly is configured to move laterally away and towards the pile, and further wherein the roller assembly further comprises a roller located towards the front end; and an upper arm assembly connected to the base, the upper arm assembly having a pivoting arm configured for pivoting towards and away from the base; and a second roller connected to an end of the pivoting arm.
ALIGNMENT DEVICE AND METHODS
In accordance with at least one aspect of this disclosure, an alignment device for assembling a structure having two or more legs includes a base configured to support a pile driver for pile driving at least one of the two or more legs, and a plurality of alignment structures configured to define an alignment opening, connected to the base, and extending at least partially laterally from the base, wherein the plurality of alignment structures are configured to receive a respective leg of the two or more legs to allow the two or more legs to be positioned relative to each other.