In a method of installing a pile in the sea bottom by means of a pile guide which has a frame and at least an upper and a lower pair of cooperating guide members, wherein the upper pair and the lower pair are located at a distance from each other in vertical direction. Each pair of guide members comprises a passive guide member and an active guide member. The passive guide members are moved to respective fixed initial guiding positions with respect to the frame and the active guide members are moved to the pile until the passive and the active guide members engage the pile, after which the pile is hold between the upper pair of guide members and between the lower pair of guide members during driving the pile into the sea bottom, during which the actual forces between the pile and the respective guide members are determined.

A pile driver configured to drive a pile into an underwater bed includes a floatable body with a pile guide configured to guide the pile in a downward direction, and an actuator that is fixed to the floatable body and that is configured to drive the pile from the floatable body into the underwater bed. A method of driving a pile into an underwater bed includes the steps of: positioning a floatable body; arranging a pile in a pile guide configured to guide said pile in a downward direction; and driving the pile from the floatable body into the underwater bed by an actuator that is fixed to the floatable body.

A pile driver configured to drive a pile into an underwater bed includes a floatable body with a pile guide configured to guide the pile in a downward direction, and an actuator that is fixed to the floatable body and that is configured to drive the pile from the floatable body into the underwater bed. A method of driving a pile into an underwater bed includes the steps of: positioning a floatable body; arranging a pile in a pile guide configured to guide said pile in a downward direction; and driving the pile from the floatable body into the underwater bed by an actuator that is fixed to the floatable body.

Generally, the disclosed technology regards a novel auger annulus adjoinable to a shell useful in encapsulating structural piles to below the earth's surface. The disclosed technology further regards a jacket and auger annulus system useful in encapsulating structural piles. Also provided is a method of positioning a first fiber-reinforced polymer (FRP) circular-cylindrical shell at and about the exposed base of a structural pile, thereby encapsulating the pile to below the earth's surface using a jacket and auger annulus.

Generally, the disclosed technology regards a novel auger annulus adjoinable to a shell useful in encapsulating structural piles to below the earth's surface. The disclosed technology further regards a jacket and auger annulus system useful in encapsulating structural piles. Also provided is a method of positioning a first fiber-reinforced polymer (FRP) circular-cylindrical shell at and about the exposed base of a structural pile, thereby encapsulating the pile to below the earth's surface using a jacket and auger annulus.

A piling hammer is disclosed. The piling hammer includes a sleeve for securely fitting around a top end of a piling, a hammer located on top of the sleeve, a first and second pneumatic cylinder secured to the sleeve and hammer, a first and second valve pneumatically coupled to the first and second pneumatic cylinders, and a pneumatic controller configured for detecting that the hammer is at a bottom position, activating the first and second valves to route pressurized gas from the pressurized gas source to the first and second pneumatic cylinders, thereby causing the hammer to rise upwards, detecting that the hammer is at a top position, activating the first and second valves to expel pressurized gas from the first and second pneumatic cylinders, thereby causing the hammer to strike the sleeve and drive the piling downwards.

An apparatus and a method for attenuating water pressure pulses generated during sea piling when a percussion mechanism is used, including the stage of driving at least one pile into an earth by a percussion mechanism, while along at least a part of its axial extension, the pile is surrounded by water and at least partly by a tubular outer sleeve; and at least one gas-filled space is provided between the inner periphery of the outer sleeve and the outer periphery of the pile. The apparatus includes mechanisms for providing the gas-filled space.

An apparatus and a method for attenuating water pressure pulses generated during sea piling when a percussion mechanism is used, including the stage of driving at least one pile into an earth by a percussion mechanism, while along at least a part of its axial extension, the pile is surrounded by water and at least partly by a tubular outer sleeve; and at least one gas-filled space is provided between the inner periphery of the outer sleeve and the outer periphery of the pile. The apparatus includes mechanisms for providing the gas-filled space.

A guide collet for a post driver having a main body configured to partially receive a post therein is attachable to the main body of the post driver and comprises a plurality of parts that collectively form a collet opening when the parts are attached to the main body of the post driver. The collet opening is configured and adapted to slideably receive a post. The parts of the guide collet are separable from each other without tools when the guide collet is detached from the main body of the post driver such that the guide collet is capable of being separated from a post that previously extended through the collet opening without sliding an end of the post through the collet opening.

A guide collet for a post driver having a main body configured to partially receive a post therein is attachable to the main body of the post driver and comprises a plurality of parts that collectively form a collet opening when the parts are attached to the main body of the post driver. The collet opening is configured and adapted to slideably receive a post. The parts of the guide collet are separable from each other without tools when the guide collet is detached from the main body of the post driver such that the guide collet is capable of being separated from a post that previously extended through the collet opening without sliding an end of the post through the collet opening.