Abstract: The invention relates to a piling apparatus for pile assembly comprises at least one walled pipe (26), a clamping frame (29) having a clamping mechanism to link to a walled pipe (26) which has been inserted into the earth, a pressing stand (24) linked to the clamping frame (29), pressing cylinders (35) having one end linked to the base of pressing stand (24), another end linked to a holding clamp (18).

Abstract: The present invention concerns a device (1) for anchoring a post (1a, 1b, 1c) in a support structure (2), a system with such a post (1a, 1b, 1c) being able to be a fall restraint protection system, an installation for protecting an area on a support structure (2), and a method for installing a post (1a, 1b, 1c). The anchoring device is characterized in that it comprises a securing means or member conformed so as to cooperate with the post (1a, 1b, 1c) for securing the post (1a, 1b, 1c) to said anchoring device (1) and in that the anchoring device (1) comprises a plate (7) raised with respect to the collar (4) so as to leave a space between the plate (7) and the collar (4), said plate (7) carrying said securing means or member. Application in the field of fixing a post, in particular for the fall restraint protection of personnel working in a dangerous area.

Abstract: A pile driver system for installing or removing foundation elements, such as piles, anchors, and conductors, in a subsea ground formation, includes a closed housing defining a cavity, an impact weight accommodated inside the housing, a hydraulic circuit for reciprocating the impact weight, which circuit comprises one or more valves, a cylinder, and a piston accommodated in the cylinder and connected to the impact weight, a pump for withdrawing water from the surroundings of the pile driver and providing pressurized water to the hydraulic circuit, and at least one outlet for returning water to the surroundings. The exhaust of the hydraulic circuit communicates with the cavity and the outlet is located in the wall of the housing.

Abstract: A screwing device on a cantilever arm of a construction vehicle for screwing foundation installations into the ground has a suspension, a screw head, and an actuator. The actuator can be pivoted about two axes extending parallel to one another and transversely with respect to the longitudinal axis of the screw head. The articulation point on the screw head follows the motion of the pivoting lever on the longitudinal axis due to a migration of the articulation point from the longitudinal axis of the screw head occurring due to pivoting of the pivoting lever about the axes while screwing the foundation installation into the ground. The axes extend transverse to the longitudinal direction of the cantilever arm and are supplemented by at least one additional axis supported transversely with respect to said axes. This compensates for a migration of the articulation point in each direction.

Abstract: A method of installing a structure on a bed of a sea, estuary or river from a floating installation vessel is described. In such a method a plurality of attachment piles and corresponding installation rigs are attached to the structure prior to deployment of the structure. In addition, respective umbilical control cables are connected to the installation rigs prior to deployment of the structure. The structure is deployed from a floating vessel to a bed of a sea, estuary or river, such that, when the structure is located on the bed, the umbilical control cables do not support the structure or installation rigs. A single installation operation for each attachment pile is performed, in which operation an installation rig is activated so as to install fully the corresponding attachment pile in the bed, without removal of the umbilical control cable or the installation rig therefrom.

Abstract: The invention relates to a drilling device and a drilling method for drilling inside a casing tube, wherein the drilling apparatus has a supporting frame with a fastening means for fixation with respect to the casing tube and a drilling tool, which is driven in a rotating manner via a telescopic rod by means of a drill drive arranged on the supporting frame. An emptying station for attachment to the upper end of the casing tube is provided, wherein the supporting frame of the drilling apparatus can be fastened on the emptying station. For emptying the drilling tool of drill cuttings the emptying station has an unloading means, which is adjustable for receiving the drill cuttings. The unloading means is designed for conveying the drill cuttings away from the emptying station.

Abstract: A system and method for splicing precast pre-stressed concrete piles and bringing pre-stress forces to each end of the piles with splice plates and with sockets cast in the splice plates to receive pre stressing strands, strand wedges to engage the strands in the sockets and transfer the pre stress forces to the ends of the piles after re-stressing, with alignment pins, alignment sockets and connecting channels to join splice plates.

Abstract: The system, method and apparatus for installing a piling generally includes a hollow piling having an inner surface and an outer surface with the piling having a lower end with a friction collar secured about the lower end. The friction collar is manufactured to have an inner surface wherein the inner surface includes portions with various diameters. The friction collar is placed over the lower end of the piling such that the lower end of the piling is aligned with an intermediate portion of the inner surface of the friction collar. A tapered die is pressed into the bottom of the piling to expand the lower end of the piling outwardly such that it extends into the intermediate portion of the friction collar. This secures the friction collar to the end of the piling. Optionally, an end cap may be placed over the piling and/or friction collar.

Abstract: A suspended slab (14) is spaced apart from a surface of the ground (18) by a void space (20). Structural supports (16) are provided to extend upward from the ground (18). Removable supports (22) are placed on top of the ground (18) and extend upward to a desired height. The suspended slab (14) is poured on top of the removable support (22), suspended at least in part by the plurality of structural supports (16). The removable material (22) is removed after the material of the suspended slab (14) sets, leaving the suspended slab (14) suspended by the structural supports (16) with a void space (20) of the desired height extending between the bottom of the slab (14) and a top side of the ground (18). An enclosure skirt (26) is placed around a perimeter of the suspended slab (14) to enclosed the void space (20).

Abstract: A pile clamp assembly to clamp a pile that consists of the following main components; top pile clamp device, the bottom pile clamp device, a plurality clamp wedges and a plurality vertical hydraulic clamps which combines to make a flat clamp wedge contact with the surface of a deviated and twisted pile. This clamping mechanism reduces bending in the driven pile by enabling the next adjoining pile to conform as much as possible to the alignment of the existing driven pile and gradually corrects the pile's vertical alignment and twist as it penetrates the ground through interactions of the unique swiveling clamp wedges.

Abstract: An apparatus for drilling the ground, in particular for the installation of foundation piles, includes a drilling turret (2) with a vertical guiding antenna (3), a rotary head for driving drilling batteries including a continuous ground drilling rotary propeller (5) housed inside at least one covering tube (7). A inner drive is adapted to drive said propeller (5), and a second external drive is connected to the tube (7) and allowing movement thereof, a driving cab (8) for an operator, which includes all the manipulators for operating the machine and the systems for displaying measured parameters. The apparatus further includes a system for controlling the excavation parameters, which is enabled to receive information from the drilling parameter control sensors.

Abstract: A method for constructing a pier system to stabilize and level a structure by constructing a pier in sections and advancing the pier sections below a foundation using a hydraulic ram until bedrock is reached, and completing the piering system by positioning a head plate on top of the pier to provide a stable platform for a house jack and applying a vertical lifting force with the house jack to lift the foundation of the structure.

Abstract: The present invention relates to a device for the passive reduction of the sound vibrations in a liquid resulting from a sound source arranged below the liquid level of a body of water, the device comprising an elongate tube which can be arranged over the sound source, the tube comprising an outer wall and inner wall, wherein the tube is designed to maintain a certain desired pressure in the intermediate space between the inner and outer wall. In this case, the pressure is reduced with respect to the ambient pressure. As a result of the reduced pressure, the sound vibrations will less readily travel to the outside and the noise level in the area around the tube is reduced.

Abstract: There is provided a wind power installation foundation having a reinforcement comprising a plurality of steel bars and radial steel bars and a lower pylon segment having a plurality of holes in the wall of the pylon segment for receiving the bars or radial bars. In addition there is provided a concrete body which covers the reinforcement and the lower portion of the pylon segment. The foundation has a plurality of holders for holding the bars or radial bars of the reinforcement. The holder has an upper bracket for fixing to the pylon segment and a lower foot for receiving the bars or radial bars of the reinforcement. The length of the holder is adapted to be variable.

Abstract: A system for installing an array of pilings for an array of solar panels is highly accurate and efficient. The system includes a horizontal laser and a rotating vertical laser that are mounted on a first piling and aligned with a target on a second piling on the opposite side of the array. An alignment template is placed against a piling and aligned with the vertical rotating laser. The aligned template provides a designated location where the next piling is driven. A hammer target on the pile driver allows the installer to precisely install the next piling. After installation, the next piling is measured for accuracy and if errors are found, an alignment bracket is used to correct the error. The process is repeated until the array of pilings is complete.

Abstract: A method for ground probing includes providing a vibrator arrangement held on a carrier device, designed to penetrate the ground, and comprising a vibrator motor; inserting the vibrator arrangement into the ground, to a pre-determined depth; and determining a ground profile of the ground as the vibrator arrangement is inserted. The determination of the ground profile comprises the measurement of at least one operating parameter of the vibrator arrangement during the insertion into the ground, and the ground profile comprises a respective ground parameter for at least two different ground depths.

Abstract: A device and a method for surveying jet grouting piles in a subsoil, which is suitable for a drilling and grouting linkage assembly for creating a hole and a jet grouting pile in a region of the hole. A measurement device is integrated in the drilling and grouting linkage assembly and comprises a scanning element that is movable from a retracted position to an extended position. The scanning element is deflected inside the measurement device through a retraction and extension housing mounted on the measurement device. The scanning element comprises at least in segments a shape-memory alloy.

Abstract: The present invention relates to a device for passively reducing the noise vibrations in a liquid resulting from a sound source which is arranged below the liquid level of a body of water, the device comprising a noise-insulating pipe which is designed to be arranged around the sound source, wherein the pipe comprises a number of telescopically extendable and retractable pipe sections, fastening means for attaching at least one first and one second pipe section to one another in extended and/or retracted position, wherein the fastening means are designed to allow the mutual displacement of the pipe sections in a starting position and to attach the pipe sections to one another in a fastening position, and wherein the fastening means are also designed to keep the first and second pipe sections substantially acoustically disconnected in the fastening position.

Abstract: A post footing device facilitates replacement of broken posts. The device includes a tube having an upper end, a lower end, and a perimeter wall extending between the upper end and the lower end. A sleeve has a top end, a bottom end, and a peripheral wall extending between the top end and the bottom end. The sleeve is insertable into the tube and configured for receiving and laterally supporting a post. Each of a plurality of alignment bars extends between the tube and the sleeve wherein the sleeve is held in position within the tube. The alignment bars are spaced around the sleeve such that the alignment bars align the sleeve in the tube. A support is positioned in the sleeve between the top end and the bottom end wherein the support is configured for supporting the post in the sleeve above the bottom end.

Abstract: A pile guide for supporting a pile as it is driven into a substrate, comprises: a base frame; and a pile guide member (100) which is mounted on the base frame and defines a passageway with an inner peripheral surface (102) to which a plurality of elongate members (104) are attached. The plurality of elongate members (104) are configured to engage a pile and guide it in a predetermined direction through the passageway as it is driven into a substrate. At least one elongate member (104) and the inner peripheral surface (102) of the passageway have releasable inter-connecting profiles for releasably attaching the at least one elongate member (104) to the inner peripheral surface (102). The at least one elongate member (104) may readily be removed and replaced by a narrower/wider elongate member to accommodate piles of different diameter.

Abstract: A pile driver assembly consisting of a plurality of pile driver units interconnected together to a rigid base frame that uses the push and pull method to drive a group of raked piles. The pile driver units progressively push one pile at a time for a short distance into the ground while being pull down by the rest of the stationary driven piles in a repeated cyclical driving sequence until the required pile driving force is reached for every pile in the group. The pile driver assembly consists a plurality of interconnected pile driver units, a pile driver base adaptor, a pile clamping system and strong base frame to drive the piles in a two dimensional array of variously raked pile group from 1V:1H to true vertical in the z-axis and rotated to any angle in the x-y plane at a minimum pile's spacing of three times the pile's diameter.

Abstract: A system to measure the installation torque of a screw pile comprises machinery suitable to drive the screw pile into the ground, said machinery further comprising a rotary drive suspended by means of a universal joint-type coupler. A load pin, having at least one sensor, is mounted through the universal joint-type coupler as a pivot pin and is oriented within the universal joint-type coupler so that at least some of the installation torque is transmitted through said load pin and is measurable by said at least one sensor. Preferably, the load pin further comprises a pair of bores and a plurality of sensors are provided and mounted within the bores. More preferably, a differential bridge network is used to obtain a measurable signal from the plurality of sensors.

Abstract: A telescoping leader system for a construction machine that includes a set of leads having a series of internal nesting segments and an extending means connecting one segment to another segment to allow for the extension of the segments one after the other to an extended position and the retraction of the segments to an internal nesting position. The telescoping leader system further includes a surface engaging member mounted within the set of leads and a pivotable mounting assembly mounted to the set of leads and adapted to adjust the position of the set of leads. A quick connecting means adapted to engage the pivotable mounting assembly is included to allow for the quick engagement and disengagement of the construction machined from the set of leads.

Abstract: 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.

Abstract: The invention relates to a method of installing foundation elements, in particular (mono)piles (2), in an underwater ground formation (3), by means of a driver (4), comprising the steps of placing a foundation element (2) on the underwater ground formation (3) and holding the foundation element (2) in place by means of a gripper (10) mounted on a surface vessel, placing a sleeve (6) for reducing noise input from the driver (4) about the foundation element (2), disengaging the gripper (10), lowering the sleeve (6) onto the ground formation (3), and placing the driver (4) on top of the foundation element (2). The sleeve (6) is held at least laterally with a guide (11) mounted on the surface vessel, at least when disengaging the gripper (10).

Abstract: A method and apparatus for installing remedial piers in which substantially vertical piers are located in close proximity to the wall and footing of an existing structure and are drilled to a substantial depth to penetrate a rock stratum or debris-laden soil. The piers support the structure upon eccentric brackets to transfer the structural load from the footing to the piles. Installation of the piers is followed by a continuous lift of the structure via hydraulic manifold.

Abstract: A noise-attenuating pile comprising a pile driving shoe, an outer tube that engages the pile driving shoe, and an inner member that extends through the outer tube and engages the pile driving shoe, wherein the pile is configured to be installed in sediment or other suitable material by driving the inner member with a pile driver, without directly impacting the outer tube, such that the radial outer tube is substantially insulated from the radial expansion waves generated by the pile driver impacting the inner member. In some piles, one of the inner member and the outer tube are removable after installation. In some piles, a seal is provided in a lower end of the channel defined between the inner member and the outer tube, which may be biodegradable, or may be an inflatable bladder, for example.

Abstract: Methods and systems provide for the controlled application of forces to a structure during leveling and securing procedures. According to embodiments described herein, a force distribution system includes a number of force application devices that are communicatively linked to a computing system. The computing system controls the force application devices to apply calculated forces to the structure, monitor the forces, and adjust the forces when deviations occur. According to one embodiment, the force application devices include jack assemblies and the system is operative to level a structure and maintain the level position when the structure shifts. According to another embodiment, the force application devices include clamp assemblies and the system is operative to apply and maintain a constant and uniform pressure on a structure to secure the structure during machining. Other embodiments include using force application devices to secure a structure during transport.

Abstract: A system for installing an array of pilings for an array of solar panels is highly accurate and efficient. The system includes a horizontal laser and a rotating vertical laser that are mounted on a first piling and aligned with a target on a second piling on the opposite side of the array. An alignment template is placed against a piling and aligned with the vertical rotating laser. The aligned template provides a designated location where the next piling is driven. A hammer target on the pile driver allows the installer to precisely install the next piling. After installation, the next piling is measured for accuracy and if errors are found, an alignment bracket is used to correct the error. The process is repeated until the array of pilings is complete.

Abstract: A method for creating an elevated containment structure at a site for providing telecommunications services. The elevated containment structure defines a containment field that is substantially surrounded by at least one wall of the elevated containment structure. The creation of the elevated containment structure further comprises forming the at least one wall, disposing a fill material within the containment field, positioning an equipment pad on the fill material, positioning telecommunications equipment on the equipment pad, receiving a signal at the telecommunications equipment from either end user and a service provider, communicating the signal from the equipment to the other of the end user and the service provider. Forming the at least one wall comprises positioning a plurality of forms to create a gap between at least two of the forms and disposing a second fill material in the gap.

Abstract: A system for forming a movable slab foundation has a slab foundation, at least one support surface, at least one lifting member, at least one support sleeve, and an engagement device carried by the at least one support sleeve. The at least one support sleeve is encased within the slab foundation and its lower end is positioned in abutting contact with the at least one support surface. The at least one lifting member is inserted through the at least one support sleeve. The at least one support sleeve and the slab foundation are moved upward axially along the length of the at least one lifting member. The engagement device is engaged with the at least one lifting member, thereby securing the slab foundation and the at least one support sleeve at a desired height.

Abstract: A pile guide (10) for supporting a pile as it is driven into a substrate, comprising: a base frame (12) having a planar substrate-engaging surface (14) and a pile guide member (16) configured to guide a pile in a predetermined direction therethrough as it is driven into a substrate (18), the pile guide member (16) being mounted on the base frame (12) via a plurality of support members (20) extending therebetween; characterised in that at least one of the plurality of support members (20) has an adjustable length, with length adjustment of the or each support member (20) enabling the predetermined direction to be varied relative to the planar substrate-engaging surface (14) of the base frame (12).

Abstract: The invention relates to an underwater drilling arrangement for introducing a tubular foundation element into the bed of a body of water comprising at least one rotary drill drive, whereby a drill rod running inside the foundation element can be set into rotation by means of the rotary drill drive. The invention is characterized, among other things, in that a submersible working platform for placement onto the bed of a body of water is provided, whereby on the working platform at least one holding means for securing the foundation element in a rotationally fixed manner on the working platform is arranged and in that at least one mounting part for placement onto the foundation element is provided, whereby the mounting part has a clamping means for securing the mounting part on the foundation element, and the rotary drill drive is arranged on the mounting part.

Abstract: An adapter for connecting a helical pile to a drive assembly includes a pin block connectable to the helical pile. A tool body has a first protrusion to receive the pin block to facilitate aligning the helical pile with the tool body. A locking member is movably connected to the tool body. The locking member is movable between an insertion position to allow insertion of the pin block and a locking position to lock the pin block in the tool body.

Abstract: A pile (300) with a effective low Poisson's ratio is disclosed, which greatly reduces the sound coupling to the water and sediment or other ground when driving piles. The pile includes a plurality of geometric features that reduce the radial amplitude of the compression wave generated by hammering the pile by providing a space for circumferential expansion along the length of the pile. In various embodiments, the geometric features comprise slots (303) and/or grooves (313, 323). In an embodiment, a driving shoe (316, 316) has a perimeter that extends beyond the pile tube such that the sediment produces less of a binding force on the pile. The pile may be formed as a double-shelled pile (310) with either or both shells having effective low Poisson's ratio properties. A bubble generating plenum (328) may be attached to the shoe to further reduce friction during installation.

Abstract: A pile guide (10) for supporting a pile as it is driven into a substrate (20) comprises a base frame (12) having a substrate-engaging surface (14) and a pile guide member (16) mounted on the base frame via a support member (18), the pile guide member being configured to guide a pile in a predetermined direction therethrough as it is driven into a substrate. The support member (18) comprises first and second parts (30,32) which are pivotally coupled together to permit pivotal movement of the pile guide member (16) relative to the base frame about a first axis of rotation (AA). The support member (18) further comprises third and fourth parts (34,36) which are pivotally coupled together to permit pivotal movement of the pile guide member (16) relative to the base frame (12) about a second axis of rotation (BB), enabling pivotal movement of the pile guide member (16) relative to the base frame (12) with two degrees of rotational freedom.

Abstract: A drive tool for connecting a member to the drive tool of a drive tool assembly includes a flange connectable to the drive tool assembly. A wall has a first portion extending axially outwardly from the flange and defining a socket for receiving a first member. The wall has a second portion extending axially from the first portion of the wall and having a circumferential extent less than that of the first portion to facilitate receiving the first member by providing a laterally and axially open alignment opening. The first member can have a second portion extending axially further than a first portion and having a circumferential extent less than the first portion to facilitate connecting a second member to the first member by providing a laterally and axially open alignment opening.

Abstract: A piling structure is provided. The piling structure includes a first piling section and a second piling section. At least one of the first and second piling sections has a tapered portion. An end of one of the first and second piling structures fits inside an end of the other of the first and second piling sections to form an overlap region where the first and second piling sections are coupled. In operation, the first piling section may be driven partially into strata. The second piling section may be coupled to the first piling section, and the combined piling structure may be driven further into the strata. The piling structure may be used to support a raised foundation structure.

Abstract: A method and apparatus for placing a pile and a pile cap includes a platform having a set of rail wheels, a tower having pairs of opposed arms which are configured to support a hoisting cable and rotatably mounted with respect to the platform. The apparatus may further include outriggers slidably mounted on opposite sides along the longitudinal axis of the platform, ground wheels oriented such that the axes of rotation are substantially parallel to the longitudinal axis of the platform, and a rotating cutting blade movably mounted to the platform proximate the tower. The apparatus also includes a platform having a set of rail wheels, a tower with an arm having a slidably mounted hoisting cable and a slidably mounted counterweight, and a positioning mechanism to selectively position the counterweight along the arm.

Abstract: The invention relates to a measuring system for controlling perpendicularity of a pile during driving of the pile, wherein the measurement system comprises; a mounting frame for coupling the measuring system with a pile driving system, a measuring frame provided with at least one measuring device for measuring perpendicularity of the pile. A measuring system for controlling perpendicularity of a pile during driving of the pile, wherein the measurement system includes; a mounting frame for coupling the measuring system with a pile driving system, a measuring frame provided with at least one measuring device for measuring perpendicularity of the pile.

Abstract: A drill assembly for forming in ground granular columns without the need for vibratory compaction, said drill assembly includes a first drill (10) and a second drill (11), where the first drill is a tube (7), and the second drill includes a drill flight (26), wherein said first and second drills are concentric, and the second drill (11) is configured to lie at least partially within the first drill (10); such that the drill assembly is configured to form the granular column with primarily vertical compaction; when the drill assembly arrives at the required depth, the second drill (11) is used to feed an aggregate to a lower terminal end of the drill assembly, thus forming the granular column as the drill assembly is withdrawn.

Abstract: A method and apparatus for processing underwater beds includes a plurality of polygonal hollow pipes arranged side by side, the upper ends of which form a horizontal, substantially flat working platform. Each hollow pipe has a horizontal projection with a flange extending vertically and a corresponding flange insertion aperture with a slot immediately above it running vertically and extending as far as the upper end of the hollow pipe, the aperture being further away from the upper end of the hollow pipe than the projection with the flange and having a greater horizontal dimension than the slot. Neighboring hollow pipes engage one another via a respective projection with a corresponding slot. The hollow pipes cannot be moved relative to one another horizontally. Individual pipes can only be pulled out individually in an upward direction at the platform outer edge.

Abstract: An excavation machine including —a mast having a longitudinal direction, —a bar presenting a first end provided with an excavation tool, and —a carriage movable along the longitudinal direction of the mast and including a first holder member for holding the bar relative to the carriage, the carriage being suitable for moving the bar along the longitudinal direction of the mast. The first holder member is pivotable relative to the carriage and by the fact that the first holder member presents a locked state in which the bar is prevented from moving in translation relative to the carriage, and an unlocked state in which the bar is free to move in translation relative to the carriage.

Abstract: A pile and method for driving a pile includes a pile having a structural outer tube, and an inner member disposed generally concentrically with the outer tube. The outer tube and inner member are fixed to a driving shoe. The pile is constructed and driven such that the pile driver impacts only the inner member. The impact loads are transmitted to the driving shoe to drive the pile into the sediment, such that the outer tube is thereby pulled into the sediment. In a particular embodiment the outer tube is formed of steel, and the inner member also comprises a steel tube. In an alternative embodiment one or both of the inner member and the outer tube are formed of an alternative material, for example, concrete. In an embodiment, the outer tube has a recess that captures a flange on the inner member. In an embodiment the outer tube is attached to the inner member with an elastic spring.

Abstract: A concrete pile is cast in the ground by driving a plate into the earth with a tubular mandrel to create a shaft. Fluid grout injected into the mandrel can flow from the mandrel to fill the shaft. The plate is tethered to the mandrel and is recoverable for reuse when the mandrel is withdrawn from the grout filled shaft.

Abstract: A pile driver for driving foundation piles, and having: a frame, in turn having a horizontal base, at least one upright extending upwards from the base, and a movable body which slides along the upright; a first lock device fitted to the horizontal base and which, in use, rigidly engages a connecting member of a foundation structure; a second lock device fitted to the movable body and which, in use, rigidly engages a shaft of a pile to be driven; and at least one hydraulic jack connected to the frame and to the movable body to move the movable body along the upright.

Abstract: A measurement device system and method of using the same for determining the depth of a pile being installed and/or the equipment used to install the pile. The device including an encoder assembly having a support attachable to a structural component of a rig wherein the support has a pivot joint coaxial with a load arm axis. The encoder assembly has a load arm rotatable about the arm axis and with a wheel near its distal end that is rotatable about a wheel axis with an encoder joined to the wheel that moves with the wheel. The encoder assembly further including a biasing assembly to urge the load arm and wheel into an engaged condition relative to the associated pile installation machine such that the wheel frictionally engages a surface of another structural component of the rig. Thus, the displacement of the first structural component relative to the second component rotates the wheel about the wheel axis and the encoder. This information can then be used to determine pile depth.

Abstract: Unit plates are supported by unit frames connected consecutively together for turning about axes being remote from and crossing a longitudinal axis of the frames with the ability to alternately be shifted about the turning axes by rams coupled between the plates and frames and expanded while the frames are shifted continuously. The front frame supports alternately a face-and-end pumping mill, facing disk or wedge or endless chain cutter. A ski tenon supported on the front end of the front frame that is able to be engaged with a ski-trak means of adjacent from behind the same unit frames for relative turning about the axes and disengaged in the trench.

Abstract: The purpose of the present invention is to provide a method by which a piling is reinforced and stable support strength can be provided to a building. The method accordingly includes a step for removing a peripheral region of a buried piling, and exposing the piling, and a step for forming in the removed area a reinforcement layer surrounding the piling. Employing a reinforcement method of such description enables load from the building to be supported by the piling and the reinforcement layer. The reinforcement layer can be formed by laying crushed rock, sandbags, concrete, or mortar; pouring a hardening materials; or a combination thereof.

Abstract: Systems and methods are provided for establishing and securing a foundation in a substrate. For example, in one embodiment, a pump conveys a first fluid (e.g., water) through a pile member to produce an elongate opening in a substrate, which allows the pile member to be advanced into the substrate. After the pile member has been advanced into the elongate opening in the substrate, a second fluid (e.g., fluidized concrete) is conveyed out of openings on the side (and the bottom) of the pile member to substantially secure the pile member in the elongate opening defined in the substrate.