Abstract: An apparatus for lifting and supporting a pile is provided. The apparatus includes a support structure coupled to the pile and a lifting device coupled to the support structure. Gripping plates of a lift head engage and lift the pile during extension of the lifting device. During retraction of the lifting device, gripping plates of a gravity vice engage the pile to support the pile in the lifted position. The extension and retraction of the lifting device is alternately repeated to lift the pile in steps to a desired height.

Abstract: An apparatus for lifting and supporting a pile is provided. The apparatus includes a support structure coupled to the pile and a lifting device coupled to the support structure. Gripping plates of a lift head engage and lift the pile during extension of the lifting device. During retraction of the lifting device, gripping plates of a gravity vice engage the pile to support the pile in the lifted position. The extension and retraction of the lifting device is alternately repeated to lift the pile in steps to a desired height.

Abstract: An apparatus for lifting and supporting a pile is provided. The apparatus includes a modular support structure, which may include a modular support element such as a modular support helical pile. The modular support structure may further include a modular guide sleeve for guiding the support element as it is driven into strata. The portions of the modular support element and the modular guide sleeve may be installed adjacent a pile supporting a building even in the confined vertical space between the bottom of the building and the surface of the ground. Lifting device elements may be attached to the modular support structure and engaged with the building pile to lift and support the building pile.

Abstract: An apparatus for lifting and supporting a pile is provided. The apparatus includes a support structure coupled to the pile and a lifting device coupled to the support structure. Gripping plates of a lift head engage and lift the pile during extension of the lifting device. During retraction of the lifting device, gripping plates of a gravity vice engage the pile to support the pile in the lifted position. The extension and retraction of the lifting device is alternately repeated to lift the pile in steps to a desired height.

Abstract: An apparatus for lifting and supporting a foundation is provided. The apparatus includes a pivoting bracket that is rotatably coupled to a slab bracket plate having a sleeve. The sleeve is adapted to slide onto a support structure driven into strata within a hole formed in a foundation in an area needing support. The pivoting bracket is pivoted into an insertion position in which one arm of the bracket is up and one arm is down. This enables the bracket to clear the sides of the hole in the foundation. The bracket is then pivoted to a support position and drawn upwardly with guide rods and a seating plate until seating portions of the bracket engage an underside surface of the foundation. The apparatus is then raised to lift the foundation. The sleeve of the apparatus is then affixed to the support structure to support the foundation.

Abstract: An apparatus for lifting and supporting a foundation is provided. The apparatus includes a pivoting bracket that is rotatably coupled to a slab bracket plate having a sleeve. The sleeve is adapted to slide onto a support structure driven into strata within a hole formed in a foundation in an area needing support. The pivoting bracket is pivoted into an insertion position in which one arm of the bracket is up and one arm is down. This enables the bracket to clear the sides of the hole in the foundation. The bracket is then pivoted to a support position and drawn upwardly with guide rods and a seating plate until seating portions of the bracket engage an underside surface of the foundation. The apparatus is then raised to lift the foundation. The sleeve of the apparatus is then affixed to the support structure to support the foundation.

Abstract: A foundation support driving apparatus is provided. The apparatus includes a drive head which may be coupled to a hydraulic ram assembly for driving a foundation support. The drive head has sleeve plates that form a sleeve through which the foundation support may travel. The sleeve plates also form a pair of opposed yokes. The drive had has a pair of opposed rotating plates that rotate about respective pins positioned in opposed yokes. Gripping portions disposed at the inward ends of the rotating plates are adapted to engage the exterior surface of a foundation support extending through the sleeve. The hydraulic ram assembly rotates the rotating plates back and forth to move the gripping portions into and out of engagement with the foundation support in order to move the foundation support.

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 system and method for supporting a building in which elongated sections, such as pilings, are connected in an end-to-end, abutting relationship.

Abstract: A system and method of installing a preconstruction support system for a building, according to which the corresponding ends of two piling sections are connected together and an a auger is provided on one or more of the piling sections. The piling sections are driven into the ground in a manner so that a portion of the uppermost piling section extends above ground; and a concrete slab encases the portion of the piling sections.

Abstract: A system and method of installing a preconstruction support system for a building, according to which the corresponding ends of two piling sections are connected together and an a auger is provided on one or more of the piling sections. The piling sections are driven into the ground in a manner so that a portion of the uppermost piling section extends above ground; and a concrete slab encases the portion of the piling sections.

Abstract: A method for moving a wall from a first position to a second position and anchoring the wall in the second position, according to which a portion of an elongated assembly is placed through an opening in the wall. An auger is provided on one end portion of the assembly and torque is applied to the assembly to cause the auger to penetrate the ground, and a nut is advanced along the assembly to engage the wall and force the wall from the first position to the second position.

Abstract: A method for moving a wall from a first position to a second position and anchoring the wall in the second position, according to which a portion of an elongated assembly is placed through an opening in the wall. An auger is provided on one end portion of the assembly and torque is applied to the assembly to cause the auger to penetrate the ground, and a nut is advanced along the assembly to engage the wall and force the wall from the first position to the second position.

Abstract: A system and method of installing a preconstruction support system for a building, according to which the corresponding ends of two piling sections are connected together and an a auger is provided on one or more of the piling sections. The piling sections are driven into the ground in a manner so that a portion of the uppermost piling section extends above ground; and a concrete slab encases the portion of the piling sections.

Abstract: This invention relates to a system and method for supporting a building and to a system and method for connecting sections, such as pilings, pipes, conduits, and the like, in an end-to-end, abutting, relationship to form pilings for the support system.

Abstract: A system and method for supporting a pier-supported structure includes a pier support assembly for engaging a pier of the structure. The system also includes a guide assembly coupled to the pier support assembly and a piling extending through the guide assembly. The system further includes a clamp assembly adapted to engage the piling upon downward movement of the piling and a drive system coupled to the clamp assembly and the pier support assembly. The drive system is operable to drive the piling downward relative to the pier support assembly until the piling encounters a predetermined resistance.

Abstract: This invention relates to a system and method for supporting a building and to a system and method for connecting sections, such as pilings, pipes, conduits, and the like, in an end-to-end, abutting, relationship to form pilings for the support system. It is emphasized that this abstract is provided to comply with the rules requiring an abstract that will allow a searcher or other reader to quickly ascertain the subject matter of the technical disclosure; and is submitted with the understanding that it will not be used to interpret or limit the scope or meaning of the claims under 37 CFR §1.72.

Abstract: A foundation lifting and support system and method according to which two mounting units are attached underneath the foundation and to a wall of the foundation, respectively. A piling is inserted thougb support sleeves of the mounting units and, and a load is applied by a hydraulic unit to the pilings to drive the pilings to bedrock. After resistance is encountered, an additional load is applied to raise the foundation and the foundation is secured in the raised position. The additional load can be applied by the same unit that applied the driving load or by a different unit.

Abstract: A system for raising and supporting the foundation or slab of a building, in which a mounting assembly is bolted to the foundation or slab and includes a pair of support sleeves which receive a piling and which are connected to the foundation or slab. A clamping assembly engages the piling, and a hydraulic ram is connected between the clamping assembly and the mounting assembly in the expanded position of the ram so that when the ram is retracted, the piling means is driven into the ground until it encounters a predetermined resistance. The ram is further actuated after the predetermined resistance is encountered to raise the mounting assembly and the foundation or slab a predetermined distance after which the mounting assembly and the foundation or slab are secured to the piling.

Abstract: An apparatus and method for raising and supporting the foundation or slab of a building, in which a lifting arm assembly engages the lower surface of the foundation or slab and is secured thereto. A piling assembly is disposed in a support sleeve adjacent the lifting assembly and is engaged by a clamping assembly. A hydraulic ram is connected between the clamping assembly and the lifting arm assembly in the expanded position of the ram so that when the ram is retracted, the piling is driven into the ground until it encounters a predetermined resistance. A drive plate is placed in operative relation to the piling assembly and over a pair of rods attached to the lifting arm assembly. The ram is further actuated after the predetermined resistance is encountered to raise the lifting arm assembly, the rods, and the foundation or slab a predetermined distance relative to the drive plate, after which the rods are secured to the piling assembly.