Abstract: The invention discloses a foundation pile having at least two interconnected part-cylinder segments which are each produced from a steel plate having a length extent and a width extent, wherein the foundation pile is characterized in that the respective part-cylinder segments are produced by bending the steel plates along their width extent, with the result that end edges extending along the width extent of the part-cylinder segments have a bending, in that a height extent of the respective part-cylinder segments is greater than their width extent, and in that the longitudinal edges of the part-cylinder segments that extend along the height extent of the part-cylinder segments are arranged parallel to one another. The present invention further discloses a method for producing a foundation pile according to the invention.

Abstract: A conventionally available pile for civil engineering work is constructed such that the pile has in its inside a core body with wedges that stick into soil deep in the ground and function to prevent the pile from coming out of place. A problem exists with such a pile in that placing the core body at an appropriate position inside the pile is difficult. A pile for civil engineering work of this invention enables a core body to be placed at an appropriate position and labor required for the placement to be reduced. A pile (1) for civil engineering work is characterized in that, for example, a guide rail (4) that enables a core body (6) to be guided is provided inside a body of the pile (1), the core body (6) is guided through the guide rail (4), and wedges (6a, 6b) are appropriately guided to cut/pushed-in openings (2a, 2b, 3a, 3b).

Abstract: A Device for transferring a vibrating movement to a rigid pipe for letting it penetrate into or removing it from a bed in upright or inclined position, comprises a clamping member for clampingly holding the upper end of the pipe for transfer of the vibrating movements thereto. The clamping members can be biased away from each other for clampingly engaging—exclusively—the inner surfaces of the pipe. The device further comprises a body to be attached to a vibrator block. The clamping members form a rigid unity with the body, considered in the axial direction of the pipe.

Abstract: Method and device for driving a pile (5) into and out of the ground. The device comprises a hammer (2) provided with a bush (8) protruding away from the hammer in an axial direction and being supported by the hammer and rotatable in relation thereto by remote control means (10). The inner surface of the bush (8) and the pile (5) to be extracted from the ground have been provided with locking dogs (11, 12 respectively). The bush (8) can be partially shoved and rotated onto the pile (5) in an axial direction, so that the top plane of the dogs (11) connected to the bush will come to lie beneath the bottom plane of the locking dogs (12) connected to the pile (5). Thereafter, the pile (5) can be driven out of the ground.

Abstract: A pair of spaced walls which may be formed from corrugated metal sheets are joined together with a bottom plate being attached to the edges of the walls to form a box-like structure. A drive shoe formed by a pair of plates may be attached to the bottom of the structure. A sonic oscillator is attached to the top edges of the structure and sonic energy, preferably at a frequency which causes resonant standing wave vibration of the box-like structure, is applied to such structure so as to drive it into the ground. Successive sections of similar box-like structures are driven into the ground in end to end overlapping relationship to form an elongated box structure installed in the soil. This structure is employed to provide a barrier against the migration of soil pollutants. Further, soil samples can be taken from the area contained by the box-like structure to evaluate the effectiveness of the barrier provided by the first wall.

Abstract: Device for withdrawing a pile or the like which has been driven into the soil by a ram device which can perform blows downwardly and upwardly and which in upward direction has a lost-motion connection with the pile, which lost motion for efficient withdrawal is removed by the extension of hydraulic cylinders.

Abstract: An expansible mandrel for use in driving or withdrawing tubular piles has lengthwise sections which are subjected to expanding forces in a plurality of zones spaced lengthwise of the interior of the mandrel to establish their pile-gripping relationship. The pile-entering relationship of the sections is re-established by a series of transversely spaced pairs of assemblies spaced lengthwise of the mandrel with each pair between adjacent zones. Each assembly includes, in the disclosed embodiment, two coil springs each of which is confined in a tube. The tubes are spaced apart lengthwise of and are secured to one mandrel section. The proximate ends of the tubes back the springs.