Abstract: A pile guide, for supporting a pile as it is driven into a substrate, has a base frame and a pile guide member mounted on the base frame. The base frame comprises one or more substrate-engaging supports, moveable between an inoperative position and an operative position, with movement of the or each substrate-engaging support into the operative position resulting in an increase in the area of the base frame which, in use, rests on the substrate.

Abstract: The rotating pile for undergrounding contains a pile-head pipe having a longitudinal center line, a pipe wall, one end portion, and the other end portion opposite to the one end portion. Three or four recessed portions in which the pipe wall is recessed toward the center line are formed in the one end portion. Blades defined by the pipe wall are formed between the adjacent recessed portions. Each of the recessed portions is inclined from the circumferential surface of the pile-head pipe toward the center line. The pipe wall defining one of the adjacent recessed portions contact with the pipe wall defining the other recessed portion so as to cause the one end to be substantially closed. The blades extend radially outward from the center line. The blades gradually expand in the circumferential direction of the pile-head pipe from its top end toward its base end portion.

Abstract: An apparatus for providing a mooring anchorage, and a method of drilling and installing a pile in ground comprising the steps of: providing a pile, providing a drill bit at an end of the pile rotatable relative to the pile, engaging the ground with the drill bit, and rotating the drill bit relative to the ground and the pile generating a hole into which the pile is received.

Abstract: A pile comprising a hollow steel bottom portion of convex polygonal cross-section having at least four substantially equal sides. This bottom portion is driven into the ground and is then filled with concrete.

Abstract: A pile includes a tapered bottom section of polygon-shaped steel tubing and a top cylindrical section of steel tubing spliced together with a transition ring to form a composite pile, which, after being driven, is filled with concrete.

Abstract: The rotating pile for undergrounding contains a pile-head pipe having a longitudinal center line, a pipe wall, one end portion, and the other end portion opposite to the one end portion. Three or four recessed portions in which the pipe wall is recessed toward the center line are formed in the one end portion. Blades defined by the pipe wall are formed between the adjacent recessed portions. Each of the recessed portions is inclined from the circumferential surface of the pile-head pipe toward the center line. The pipe wall defining one of the adjacent recessed portions contact with the pipe wall defining the other recessed portion so as to cause the one end to be substantially closed. The blades extend radially outward from the center line. The blades gradually expand in the circumferential direction of the pile-head pipe from its top end toward its base end portion.

Abstract: A core barrel has a plurality of pneumatic downhole hammer drills disposed around the perimeter of its working end for drilling piles in the ground for use in foundations, secant piles, and the like. The core barrel includes a slurry port and an air port at its top end for admitting a drilling slurry and pressurized air, which is used in driving the hammer drills and flushing cuttings from an annular kerf during drilling. A plurality of generally parallel plates form the top of the core barrel and define an air channel and a slurry channel for delivering air and slurry to the core barrel wall, where they flow freely or via conduits toward the hammer drills at the working end of the core barrel. The hammer-type core barrel is used to construct piles by first drilling an annular kerf in the ground. Circulating drilling fluid cools the working end of the hammer drills elements and washes cuttings from the kerf during drilling.

Abstract: A screwed steel pile has a main pile body which is a hollow pipe. The pile end of the main pile body is open. One or a plurality of wings are arranged on the outside of the pile end portion of the main pile body. An excavating blade is attached to the pile end portion of the wing. The excavating blade has a cross-sectional area less than that of the wing and is attached to the wing where the upper and lower surfaces of the wing and the blade are continuously connected to each other at the outside of the pile end portion.

Abstract: A method of drilling and installing a pile in ground comprising the steps of providing a pile, providing a drill bit at an end of the pile rotatable relative to the pile; engaging the ground with the drill bit, and rotating the drill bit relative to the ground and the pile generating a hole into which the pile is received.

Abstract: A piering device employs a threaded shaft and a helical bearing plate with a threaded passageway that allows the helical plate to be advanced to any desired location along the shaft. The helical plate can also be readily replaced with one or more helical plates of different sizes. The threaded shaft has a key way extending along its length. The threaded passageway of the helical plate can also be equipped with a key way extending its length. A key is removably inserted into the shaft key way and helical plate keyway after these key ways have been rotated into alignment to secure the helical plate at the desired location along the shaft.

Abstract: This auger tipped rotational method of installing electrical ground rods Is superior to the current methods. The installation will be safer,quicker and and more cost effective. The installation will also be less fatigueing to the Installer. This system will also result in the ground rod being more conductive To ground.

Abstract: A pile consisting of a tapered bottom section of polygon-shaped steel tubing and a top cylindrical section of steel tubing spliced together to form a composite pile, which, after being driven, is filled with concrete.

Abstract: The invention relates to a machine for making bored piles. The machine comprises a vertical guide mast; a rotary drive head that is movable relative to the mast; an auger having a hollow core and at least one helical blade; an extender tube whose bottom end is secured to the top end of the auger, said drive head co-operating with said extender tube to rotate both the extender tube and the auger; a dip tube slidably mounted in the hollow core of the auger and the extender tube, the dip tube having a top end connected to a concrete feed pipe; and an annular actuator having a first end secured to the top end of said extender tube and a second end secured to the top end of said dip tube.

Abstract: A method in or relating to piling of e.g. tubular bases which are placed and, possibly, casted within a hole drilled out in earth mass in ground or the like is described. One uses a generally known drilling rig, in which a bit is assigned a drilling hammer, and drills a hold having a depth approximately corresponding to the base pipe. If there exists a need for piling, the drill string is swung aside, away from the hole, after having been pulled up, and one or, possibly, a plurality of piles is/are rammed down with a starting point at the bottom level of the bore hole. In order to drive the pile(s) down, the drilling hammer of the drilling rig is used.

Abstract: A pipe pier system for use in supporting foundations is provided. The pier system is comprised of a plurality of pipe pier sections and pipe connecting insert members. The pipe sections are adapted to be butted end to end to each other in linear arrangement with the pipe connecting insert member being placed within and connected to respective ends of the butted pipe sections. The pipe sections and insert member have aligning holes to allow for a pin to span their diameters for a stable connection. A removable guide cap is provided for the terminal end of the pier assembly to reduce friction as the pier is driven into the ground.

Abstract: A method of forming a cast-in-situ pile with an enlarged head, wherein a collar (1,13) is releasably affixed to the lower end of a piling tool (10) and the piling tool (10) and the collar (1,13) are driven to a first depth and the collar (1,13) is released from the piling tool (10). The piling tool (10) is then driven to a second depth, the piling tool (10) passing freely through a central aperture (2,14) of the collar (1,13), which remains at the first depth. The piling tool (10) is then withdrawn, and concrete or grout (20) is supplied to the lower end of the piling tool so as to form a cast-in-situ pile (22). When the lower end of the piling tool (10) again reaches the first depth, the collar (1,13) is lifted from the ground and concrete or grout (20) is supplied into the void left thereby so as to form a pile (22) with an enlarged head (23).

Abstract: A method for making foundation piles in soil with a drilling device having an auger, the auger including two concentric tubes, an outer tube occupying an upper part of the auger and an inner tuber projecting partially as a prolongation of the upper part and occupying a lower part of the auger, the inner tuber having a first screw and the outer having one of a second screw and a plurality of blades, both of said tubes being displaceable with respect to each other, the method including the steps rotating the inner tube in a first direction, simultaneously rotating the outer tube in an opposite direction of the first tube and advancing the auger through said soil whereby the soil is compacted against a wall of a formed hole by the combined action of the first screw and the one of the second screw and plurality of blades of the inner and outer tubes.

Abstract: Load bearing capacity of a pile which is driven into the ground to support any of various structures is markedly increased following an initial period of pile driving. The pile includes a hollow pipe having a lower end region with longitudinal grooves which extend upward from an earth piercing shoe at the base of the pipe. An expansive force is exerted on the lower end region after the initial pile driving to rupture the pipe at the grooves and to bend strips of the pipe material outward for a first distance. Further pile driving bends the strips further outward as downward motion of the strips is resisted by the rim of the shoe and by ground which underlies the strips. This enables use of shorter piles and reduces driving time.

Abstract: A pile assembly which is driven into the earth for building foundations of engineering and construction employs a leading pile comprising a hollow column having a plurality of openings formed in a side wall thereof and a lower sharpened tip end and an open upper end, a wedge component having a plurality of elongated wedge members. The wedge component is movable downwardly in a space within the column. The leading pile has a guide component for guiding said elongated wedge members through the openings of the column into the earth when the wedge means is depressed.

Abstract: A tool for making holes in the ground comprises a ram tip and coupling for connecting to a drive device, such as a hydraulically or pneumatically actuated pile driving machine, or a vibrating pile driving machine. A method for making tubular foundations in the ground comprises coupling a ram tip to a drive device, selecting a location for making a hole, placing the ram tip thereat, setting the drive device into operation to drive the ram tip into the ground to form a hole, removing the ram tip out of the hole, partially filling the hole with concrete, re-inserting the ram tip into the hole before the concrete sets, setting the drive device into operation and then removing the ram tip, thereby obtaining a tubular foundation.

Abstract: A ground anchoring system that prevents lateral movement of an anchoring post. The system is characterized by an anchor plate removably mounted upon a cylindrical anchoring post. Opposing channels are formed on the post and extend along the longitudinal axis of the post to a stop located within each of the respective channels. The anchor plate includes first, a second, and a third portion. The first and third portions project from the plate in a direction opposite to the second portion to form two generally diamond shaped apertures in the anchor plate when viewed along its longitudinal axis. The diamond shaped apertures are sized to allow the post to pass through when the longitudinal axis of the post is in line with the longitudinal axis of the plate. The second and third portions of the plate include tabs to fit within the channels and engage the stops of the post.

Abstract: An earth screw anchor assembly has peripheral edges on its hub member and intermediate flange portion of its spade member with different configurations permitting placement of the hub member on the intermediate flange portion in an asymmetrical relation overlapping and offsetting the respective peripheral edges relative to one another to facilitate application of welds thereto for attaching the hub member to the spade member. The assembly also has an attachment land formed on one side of the intermediate flange portion and protruding downwardly therefrom and being attached along and extending partially about an upper end of the lower portion of the spade member. The blade member includes leading and trailing end portions axially offset from one another and a middle portion extending between the leading and trailing end portions.

Abstract: A self-piloting compressible piling is provided comprising a plurality of pre-formed pile sections having bores therethrough and adapted to be arranged in end-to-end relation such that the bores are concentrically collinear. An auger plate is positioned beneath the lowest of the sections and has an upper face and lower face. The lower face of the plate has a plurality of curved blades extending therefrom. The plate further has a flared bore concentrically collinear with the bores of the piling sections through its center such that the diameter of the hole is greater on the upper face than on the lower face. A tension-bearing cable having a collapsible lock-jaw mechanism secured to one end thereof is provided which is extendable from above the highest of the piling sections through the bores of the sections and the bore of the plate and engageable with the lower face of the plate for loading the sections and the plate in compression.

Abstract: The invention relates to a piling apparatus for driving a tube (1) closed at the lower end by a base plate into the ground (6) to form a concrete foundation pile. The apparatus comprises a piling hammer with falling weight (4) and an impact cap (3) acting on the tube (1). The tube (1), at the lower end thereof in the vicinity of the base plate (6), is provided with an inwardly thickened edge (2), while the piling hammer (3,4,5) is provided within the tube (1) and has an impact cap (3) resting in a centered position on both the thickened edge (2) and the bottom plate (6), said piling hammer (3,4,5) comprising a self-centring guide device (9,10,11) acting on the inner surface of the tube (1).

Abstract: A lighter weight, high strength cast screw anchor is disclosed which has a hollow, installation wrench receiving hub, a helical, load bearing element projecting outwardly from the hub, and an elongated, pointed end spade integral with and extending away from the hub. The spade has two diametrically opposed, angularly disposed cutting margins located on opposite sides of the axis of the hub. The tip section of the pointed spade is offset laterally from the hub axis, so that upon installation of the anchor, the hub and helical load bearing element move in an orbital path about the axis of the tip, whereas the spade moves in an orbital path after the helical element has been installed in the ground to a depth limiting its orbital movement. The resulting anchor may be installed in dense or frozen soils with less torque and to a greater depth than heretofore available cast screw anchors.

Abstract: A stabilizer for an in situ column drilling apparatus comprises a first and second mounting arms, a first and second stabilizing members, and a first and second stabilizing tabs. The mounting arms are adapted for rotatable coupling to the shaft of column drilling systems. The first and second mounting arms are preferably positioned spaced apart along the shaft near the drilling auger. The mounting arms are coupled together by two stabilizing members at opposite ends of the arms distal the shaft. The stabilizing members are advantageously shaped to fit closely against the wall of the column to prevent changes in the auger's drilling course. The first and second stabilizing tabs are attached to the first and second stabilizing members, respectively. The first and second tabs are mounted to extend radially outward from the shaft and also prevent changes in the auger's drilling course.

Abstract: The present invention relates to a method and an apparatus for a loading test of a pile using a self-repulsive force. The loading test is separately performed in two stages, a first stage to estimate the ultimate peripheral skin friction force and a second stage to estimate the ultimate tip end bearing capacity. The loading test apparatus of the present invention has simple construction capable of reusing, which results in carrying out the loading test with ease and in cost effective manner.

Abstract: A foundation pile of reinforced, preferably prestressed concrete having external screw threads and an interior cavity for the engagement of the driver rod applying the torque, at least two flat steel bars being fastened axially parallel in the pile wall to approximately equal angular spacing, and extending by about half of their width freely into the cavity serving for the engagement of the driver rod.

Abstract: The invention relates to an apparatus for grouting holes in the ground to prevent a contaminated zone within the ground from contaminating other zones in the ground. In particular, the grouting apparatus is adapted to follow the hole previously formed in the ground and not detour therefrom forming a separate hole which will be grouted in lieu of the previously formed hole. When the grouting apparatus reaches the bottom of the hole, grouting material is expelled from the lower end thereof. The apparatus is thereafter withdrawn as the grouting material fills the vacated hole. The apparatus comprises a plurality of tubular segments connected together to form a pipestring. At the bottom end of the string, there is attached a tip assembly. The tip assembly comprises an outer tubular sleeve and an internal telescoping tubular sleeve.

Abstract: A socket and method for anchoring a sign post in the ground securely without requiring the sign post to be drivingly impacted. The socket has a hollow cavity having a cross sectional configuration substantially the same as that of the post, the cavity terminating at a ledge. The ledge is an edge of a portion of a leader inserted into one end of the socket and having the remainder of the leader extending from that one end. The socket is driven into the ground by inserting a driving rod into the cavity and impacting the driving rod against the ledge formed by the leader until the socket is driven to the desired depth in the ground. The driving rod is then withdrawn and the sign post is inserted into the socket and secured to it.

Abstract: A screw-on splicer for use in driving composite pipe-shell piles and a screw-on tip for shell piles. Each has an outer diameter at least about 2 inches greater than the O.D. of the shell. An enlarged tip for shell piles, comprises a mass of concrete encased in a non-tapered corrugated shell and having a corrugated shell socket for receiving the shell stem.

Abstract: A concrete foundation pile and a device for driving the pile into the ground. The pile is provided with an outer surface having a screw thread element extending over a considerable part thereof, and a cavity extending from an opposite end of the pile forming an internal engaging surface extending over the part of the pile over which the screw thread element extends. A rotational driving force is transferred over said internal engaging surface substantially along the full length over which the screw thread element extends.

Abstract: A pile tip is disclosed for use in driving interconnected piles into the ground. The pile tip includes a load bearing base which includes a ground engaging surface which engages and penetrates the ground as the piles are driven in tandem. Pile receiving sockets project from the base in a direction opposite to the ground engaging surface for receiving ends of the piles and for protecting the received ends as the piles are driven. The base also protects the joint or connector used to interconnect the piles.

Abstract: An improved drive shoe is shown for installation on the penetrating end of a string of conductor pipe, for improving driving penetration through soil. The improved shoe has a reinforced cylindrical driving section. A symmetrical, toothed beveled penetration end improves penetration through loose and unconsolidated media, and minimizes displacement resistance by symmetrically displacing soil to both the inner bore of the conductor pipe and externally along the outer surface of the conductor pipe. A repeating pattern of straight exterior vertical bar segments breaks up the exterior soil, easing passage of the conductor pipe through the soil. A spiral inner bar section within the drive shoe breaks adhesion of the center soil plug to the bore of the conductor pipe by imparting a loosening and a twisting moment to the core plug.

Abstract: To the drill pipe connects a head comprising a cylinder-shaped portion and a cone-shaped point. Three spiral ribs are regularly distributed over the head. Each rib has a downwardly-extending rib portion standing on the point and having an outer side making an angle between 0.degree. and 5.degree. with the drill axis and an inner side making with the outer side of the point an angle which is smaller than 90.degree. increased by half the apex of the point, and has a outwardly-extending rib portion standing on the cylinder-shaped head portion and having a top side making an angle between 85.degree. and 95.degree. with the outer side of this head portion. The lowermost edge of the rib portion standing on the point merges into the outermost edge of the other rib portion. The apex of the point lies between 85.degree. and 95.degree..

Abstract: A new pile is disclosed which includes a pile shaft and wedge-forming means of castable material spaced upward of the tip of the pile shaft and proximate thereto. The wedge-forming means cooperates with the portion of the pile beneath it, during driving, to cause the formation of a wedge of soil. The thus-formed soil wedge is in contact with other soil and the resulting soil-soil interface has enhanced pile supporting characteristics.

Abstract: Shell piles having driving tips are driven with a pipe mandrel having a shoulder for engaging the top of the shell.

Abstract: A new pile is disclosed which includes a pile shaft and wedge-forming means of castable material spaced upward of the tip of the pile shaft and proximate thereto. The wedge-forming means cooperates with the portion of the pile beneath it, during driving, to cause the formation of a wedge of soil. The thus-formed soil wedge is in contact with other soil and the resulting soil-soil interface has enhanced pile supporting characteristics.

Abstract: The stabilizer comprises a generally tubular, metal body, the leading end of which has been hardened to rock-cutting strength in order that the stabilizer, according to the method of invention, can be impacted with a high frequency, low-blow actuator to cause the stabilizer to bore its own hole in the earth structure, this to eliminate a pre-boring, stabilizer installation step.

Abstract: A plug for sealing the end of conductor pipe of off-shore platforms comprising a cylindrical housing filled with a core of cementitious material, the housing being fixed to the end of the conductor pipe. A method of installing the conductor pipe is also disclosed.

Abstract: There is disclosed an improved pile point for foundation piles such as the H-beam pile. The point provides an improved biting edge which eliminates skidding and slipping on inclined rock stratum or when the pile is used as a batter pile. The point includes a web and a pair of flanges positioned at the ends of the web and perpendicular thereto, the flanges including, typically, angled side portions to which are fixedly secured teeth-like protrusions. The latter provide a biting edge which grab hold of the supporting stratum, even when it is at a sharply inclined angle, to eliminate slipping and skidding on such surfaces.Such teeth-like protrusions are provided on a flattened portion of the web and flange affording additional biting edges.The latter protrusions can be arranged such that the point can provide improved biting regardless of its orientation relative to the rock stratum.

Abstract: A method for facilitating the driving of piles in permafrost featuring the use of water filled pilot holes for raising the thermal regime of the surrounding permafrost to reduce the driving resistance of the permafrost and an improved H-pile shape with a tip having a reduced flange thickness to width ratio that is advantageously utilized in connection with such method.

Abstract: During the driving of a pile having an enlarged tip, uplift capacity is provided by pouring concrete into the annular space around the pile stem.

Abstract: A reinforced concrete threaded pile provides a generally conically shaped tapered concrete pile member which is provided with a metallic reinforcement core for carrying the torsional and tensile forces created in the pile during its insertion. A metallic head is provided at, for example, the upper portion of the pile, which provides a point for the connection of a sufficient torsional driving force thereto for insertion of the pile. The head member can be metallic, and is substantially integrally connected to the reinforcement core, so that the torsional forces can be developed through the head and the reinforcement core such that torsional and tensile forces are not carried by the concrete to a degree which would cause a failure of the concrete by cracking. The concrete body is provided with an outer surface of spiral threads which has a relatively minor thread pitch that provides for relatively easy insertion of the pile into the desired soil medium and is mechanically compatible therewith.

Abstract: A concrete pile fitted with a special slightly tapered concrete tip of larger area. The tip has a central open socket for receiving concrete poured in after the pile is in place.

Abstract: An offshore platform of the weighted base kind has a castellated contour at the base of the skirts, the shape of the contour being such as to produce, at the first impact with the ground, a contact line appreciably shorter than the average length of the contour.

Abstract: Disclosed herein is a pile including an elongate member having a front surface, a back surface and a lower end portion adapted to be driven into the earth. A rigid plate is transversely affixed on the lower end portion of the elongate member. When the elongate member is driven generally upright into the earth, the plate extends through the earth in a direction generally perpendicular to lateral forces acting on the front or back surface of the elongate member. The pile can be used as an upright support member for an earth embankment wall.

Abstract: A concrete pile fitted with a special slightly tapered concrete tip of larger area. The tip has a central open socket for receiving concrete poured in after the pile is in place.

Abstract: A socket and method for anchoring a sign post in the ground securely without requiring the sign post to be drivingly impacted. The socket has a hollow cavity having a cross sectional configuration substantially the same as that of the post, the cavity terminating at a ledge. The ledge is an edge of a portion of a leader inserted into one end of the socket and having the remainder of the leader extending from that one end. The socket is driven into the ground by inserting a driving rod into the cavity and impacting the driving rod against the ledge formed by the leader until the socket is driven to the desired depth in the ground. The driving rod is then withdrawn and the sign post is inserted into the socket and secured to it.