A foundation (1) for a structure. The foundation (1) has a body (2) for insertion into a soil in an insertion direction during installation. The body (2) has a toe (8) at its distal end. The toe (2) defines an aperture (11) into an internal cavity (15). Movement of the toe (2) through the soil displaces soil laterally into a displaced soil region within the internal cavity (15). One or more nozzles (10) are provided for directing a fluid to the displaced soil region during installation for transporting soil away from the displaced soil region. A pumping system (24) is also provided for evacuating fluid from the internal cavity (15) during installation for reducing the soil suspension pressure within the displaced soil region.

A foundation (1) for a structure. The foundation (1) has a body (2) for insertion into a soil in an insertion direction during installation. The body (2) has a toe (8) at its distal end. The toe (2) defines an aperture (11) into an internal cavity (15). Movement of the toe (2) through the soil displaces soil laterally into a displaced soil region within the internal cavity (15). One or more nozzles (10) are provided for directing a fluid to the displaced soil region during installation for transporting soil away from the displaced soil region. A pumping system (24) is also provided for evacuating fluid from the internal cavity (15) during installation for reducing the soil suspension pressure within the displaced soil region.

The invention is directed to a foundation pile (1) comprising a tubular housing (2) having an upper end (3) and an open lower end (4) and wherein at the upper end or near or at the open lower end (4) vibration means are present and wherein at the open lower end means (6) to discharge a fluid into the interior space (20) of the tubular housing and means (7) to discharge a fluid from the lower end (4) of the tubular housing (2) in a direction which has a downward directional component. The means (6) to discharge a fluid into the interior space (20) of the tubular housing have can fluidise the soil present in this interior space.

The subject matter relates to a method and an apparatus for vibrating-in a foundation into a building ground by initiating vibrations generated by means of a vibrating device attached to the foundation, the vibrations causing liquefaction of the building ground so that the foundation penetrates the building ground.

A percussion device including an input side and an output side, the input side is configured to be rotationally driven and the output side is rotationally driven by the input side via a drive transmitter/drive transmitter pathway combination, where the percussion device includes a percussion impactor, an impactor shaft and a percussion anvil; in use, where the output side has restricted, or no, ability to rotate, the drive transmitter/drive transmitter pathway combination increases the distance between the percussion impactor and the percussion anvil until the drive transmitter/drive transmitter pathway combination releases the percussion impactor, where the percussion impactor includes at least one impactor impact tooth and the percussion anvil includes at least one anvil impact tooth, wherein each impact tooth includes an angled impact surface, such that complementary impact surfaces are configured to pass a percussive and/or rotational impulse from the percussion impactor to the percussion anvil.

A percussion device including an input side and an output side, the input side is configured to be rotationally driven and the output side is rotationally driven by the input side via a drive transmitter/drive transmitter pathway combination, where the percussion device includes a percussion impactor, an impactor shaft and a percussion anvil; in use, where the output side has restricted, or no, ability to rotate, the drive transmitter/drive transmitter pathway combination increases the distance between the percussion impactor and the percussion anvil until the drive transmitter/drive transmitter pathway combination releases the percussion impactor, where the percussion impactor includes at least one impactor impact tooth and the percussion anvil includes at least one anvil impact tooth, wherein each impact tooth includes an angled impact surface, such that complementary impact surfaces are configured to pass a percussive and/or rotational impulse from the percussion impactor to the percussion anvil.

A hydro cap head is described as part of a piling installation system. The hydro cap head includes a securing structure configured to attach the hydro cap head to a piling having an internal cavity. A spout opening is configured to receive pressurized water and a spout extent is configured to direct the pressurized water through the hydro cap head and into the internal cavity of the piling. The hydro cap head also includes a hoist structure configured to support a combined weight of the hydro cap head and the piling.

A hydro cap head is described as part of a piling installation system. The hydro cap head includes a securing structure configured to attach the hydro cap head to a piling having an internal cavity. A spout opening is configured to receive pressurized water and a spout extent is configured to direct the pressurized water through the hydro cap head and into the internal cavity of the piling. The hydro cap head also includes a hoist structure configured to support a combined weight of the hydro cap head and the piling.

A foundation (1) for a structure (7) comprising a body (8) having a lateral surface (11) and a distal end (10) for insertion into a soil (2). At least a region of the lateral surface (11) forms a first electrode. One or more second electrodes (9) are provided on the body (8) and are flush with or sit proud of the lateral surface (11). Each second electrode (9) extends transversely around the lateral surface (11) and is electrically insulated therefrom by an insulating strip (12) provided between the respective second electrode and the lateral surface. During installation, a voltage may be applied across the electrodes for inducing an electroosmosis effect to reduce installation resistance.

A foundation (1) for a structure (7) comprising a body (8) having a lateral surface (11) and a distal end (10) for insertion into a soil (2). At least a region of the lateral surface (11) forms a first electrode. One or more second electrodes (9) are provided on the body (8) and are flush with or sit proud of the lateral surface (11). Each second electrode (9) extends transversely around the lateral surface (11) and is electrically insulated therefrom by an insulating strip (12) provided between the respective second electrode and the lateral surface. During installation, a voltage may be applied across the electrodes for inducing an electroosmosis effect to reduce installation resistance.