An extension support member includes a bracket or web having a first planar portion or leg, a second planar portion or leg, an acute angle between the first planar portion or leg and the second planar portion or leg, and a bend or backbone joining the first planar portion or leg to the second planar portion or leg. The extension support member also includes is a first mounting portion or tab joined to the second planar portion or leg via the bend or backbone at a first obtuse angle and a second mounting portion or tab joined to the first planar portion or leg via the bend or backbone at a second obtuse angle. The first mounting portion and the second mounting portion are located at opposite ends of the bracket or web.
An extension support member includes a bracket or web having a first planar portion or leg, a second planar portion or leg, an acute, concave angle between the first planar portion or leg and the second planar portion or leg, and a bend or backbone joining the first planar portion or leg to the second planar portion or leg. The extension support member also includes is a first mounting portion or tab joined to the second planar portion or leg via the bend or backbone at a first, convex obtuse angle and a second mounting portion or tab joined to the first planar portion or leg via the bend or backbone at a second obtuse, convex angle. The first mounting portion and the second mounting portion are located at opposite ends of the bracket or web.
An improved system for straightening and/or supporting a wall is provided. The system includes a joist spanner system that may be attached to an elongated vertical member positioned to abut a wall. The joist spanner system may include an inner bracket and an outer bracket in slidable or telescopic communication with one another. The inner bracket and outer bracket may each include a slot or track to provide slidable or telescopic adjustment of the spanner system. The slot or track may also provide an adjustable point for attaching the spanner system to the elongated vertical member. The inner bracket and outer bracket may also each include an end plate configured to be positioned to abut opposing joist members. The end plates may also include one or more apertures configured to receive a fastener for securing the spanner system to opposing joist members.
E04G 23/02 - Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
E02D 37/00 - Repair of damaged foundations or foundation structures
E02D 31/12 - Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against upward hydraulic pressure
E02D 31/14 - Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against frost heaves in soil
An improved a system for straightening and/or supporting a wall is provided. The system includes an elongated vertical member and an elongated horizontal member positioned to abut the wall. The elongated horizontal member has a first end and a second end, the former being positioned adjacent to the elongated vertical member. A cinch plate having at least two plates is provided. One of the plates is connected to the elongated vertical member. A driving member can be movably coupled to the other plates of the cinch plate and configured to force the elongated horizontal member to move relative to the elongated vertical member. Movement of the elongated horizontal member applies a corresponding force to the wall. The elongated horizontal member may not be connected to the elongated vertical member, but rather a compressive force applied between the driving member and the wall can vertically support the elongated horizontal member.
A concrete tie is provided for joining together adjacent slabs of concrete. The tie includes a flat center portion which sits upon the subgrade, and opposite end portions which are inclined upwardly to extend into the concrete when the concrete is poured. The ties are made of a non-corrosive material to eliminate concrete spalling. The ties are formed as a continuous loop, with curved opposite ends.
E04C 5/20 - Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of other material than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
E04B 1/48 - Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
