A modular foundation support system includes modular foundation support components including shafts provided with integrally formed coupler features on their respective distal ends. The coupler features are configured with a non-uniform wall thickness defining a plurality of sections of respectively different diameter to matingly couple the shafts to one another in a torque transmitting relationship. The coupler features may be integrally formed and fabricated on the distal end of each respective shaft.

An anchor for use in lifting a concrete component, said anchor comprising a single length of wire bent to form a head engagable with a clutch of a lifting system, and a body portion for embedment with the concrete component, wherein the wire is bent such that opposed legs of the body portion extend in a plane substantially perpendicular to a plane of the head portion.

The present invention relates to a fastening tab for a construction element, preferably a beam, a panel or a slab, that is adjustable vertically and relative to the horizontal, that can be screwed to a support with inner thread, preferably a foundation screw, successively comprising: a fastening screw comprising a beveled head and a threaded shank; a metal plate pierced with a beveled opening that can accommodate said fastening screw and comprising fastening means to the construction element; a perforated flexible joint; a screw comprising a machined beveled head with an inner thread corresponding to that of said fastening screw; such that the position of the screw relative to the support, which is obtained by screwing/unscrewing, allows vertical adjustment of the metal plate;

characterized in that the fastening screw, the beveled aperture of the metal plate and the flexible joint cooperate to allow angular adjustment of the metal plate relative to the horizontal plane.

The present invention relates to a fastening tab for a construction element, preferably a beam, a panel or a slab, that is adjustable vertically and relative to the horizontal, that can be screwed to a support with inner thread, preferably a foundation screw, successively comprising: a fastening screw comprising a beveled head and a threaded shank; a metal plate pierced with a beveled opening that can accommodate said fastening screw and comprising fastening means to the construction element; a perforated flexible joint; a screw comprising a machined beveled head with an inner thread corresponding to that of said fastening screw; such that the position of the screw relative to the support, which is obtained by screwing/unscrewing, allows vertical adjustment of the metal plate;

characterized in that the fastening screw, the beveled aperture of the metal plate and the flexible joint cooperate to allow angular adjustment of the metal plate relative to the horizontal plane.

A pile head for a screw pile having a top end and a longitudinal axis is provided. The pile head comprises a mounting portion engaging the pile and an extendable portion movably mounted to the mounting portion. The extendable portion is movable relative to the mounting portion, along the longitudinal axis. A first fastening means is used to removably fasten the mounting portion of the pile head to the top end of the pile and preventing unwanted movement of the pile head relative to the pile, along the longitudinal axis. A screw pile, a removable helical member and a body extension for a screw pile are also provided.

An anchor rod support comprises a support having a floor and legs extending downwardly from the floor with openings between the legs; and the support including threads for attaching thereto an anchor rod.

A hold down system for a building wall comprises a first rigid member and a second rigid member, the second rigid member being vertically spaced apart from the first rigid member, the first rigid member is supported on a horizontal member of a stud wall, the first and second rigid members including first and second openings, respectively; a tie-rod with a lower end portion for being anchored to an anchorage, the tie-rod extending transversely through the first and second openings, the tie-rod dividing the first and second rigid members into a first lateral section on one side of the tie-rod and a second lateral section on a diametrically opposite side of the tie-rod; first support and second support disposed between the first and second rigid members, the first support being disposed in the first lateral section, the second support being disposed in the second lateral section, the tie-rod extending through the first and second rigid members outside of the first support or the second support; and a nut threaded to the tie-rod, the nut exerting pressure on the second rigid member to place the tie rod under tension loading, the tension loading is transferred by the second rigid member to the first and second supports to subject the first and second supports to compression loading, thereby causing the first rigid member to press on the horizontal member of the stud wall via the first and second lateral sections of the first rigid member, thus distributing the compression loading.

A pile upending device for large diameter tubular elements includes; an annular base ring for extending along substantially the entire circumference of the tubular element, a central lifting arm for coupling the pile upending device to a hoisting element, which lifting arm is hingeably coupled with the base ring, a number of wedge assemblies disposed along the outside circumference of the base ring for facing the inside surface of the tubular element and frictional engagement with the tubular element.

A pile upending device for large diameter tubular elements includes; an annular base ring for extending along substantially the entire circumference of the tubular element, a central lifting arm for coupling the pile upending device to a hoisting element, which lifting arm is hingeably coupled with the base ring, a number of wedge assemblies disposed along the outside circumference of the base ring for facing the inside surface of the tubular element and frictional engagement with the tubular element.

Pile cap connectors are attached to pipe piles and are secured to an existing building so that the existing building is supported by an array of the deeply driven pipe piles which serve as the foundation for the building. Alternative pile cap connectors are length adjustable to span the distance between the top of the drill driven pipe piles and the underside of the lifted existing building. The pile cap connectors are an integral part of a method using low-overhead equipment to construct a deep piling foundation for an existing building where the method involves lifting the existing building to a predetermined elevation above grade and positioning cribbing stacks to support the existing building at the predetermined elevation above grade. The cribbing stacks are spaced from each other enabling low-overhead equipment to maneuver underneath the elevated building to drill drive the pipe piles at designated locations to provide optimal support for the building. Grout is pumped under pressure into the pipe piles continuously during the drill driving of the pipe piles so that grout exits through a grout port to mix with disturbed soil about the pipe pile to encase the pipe pile in a grout-soil mixture.