A concrete formwork spreading device includes a tie rod including opposing ends, and a pair of end caps connected to the opposing ends of the tie rod. Each one (1) of the pair of end caps includes a contacting face, wherein the contacting face is flat. Each one (1) of the opposing ends of the tie rod is one (1) of permanently connected or removably connected to an associated one (1) of one (1) pair of end caps. The contacting face of each one (1) of the pair of end caps is spaced apart by a distance, the distance is equal to a thickness of a concrete wall formed using the device. The distance between the contacting face of each one (1) of the pair of end caps is one (1) of fixed or adjustable.

A concrete formwork spreading device includes a tie rod including opposing ends, and a pair of end caps connected to the opposing ends of the tie rod. Each one (1) of the pair of end caps includes a contacting face, wherein the contacting face is flat. Each one (1) of the opposing ends of the tie rod is one (1) of permanently connected or removably connected to an associated one (1) of one (1) pair of end caps. The contacting face of each one (1) of the pair of end caps is spaced apart by a distance, the distance is equal to a thickness of a concrete wall formed using the device. The distance between the contacting face of each one (1) of the pair of end caps is one (1) of fixed or adjustable.

The described Concrete Form Brace With Multi-Depth Rebar Positioning is comprised of opposing attachment members, which secure the brace to the concrete form elements. The attachment members have a first top end, and a second bottom end. The corresponding bottom ends of the attachment members are connected by a spanning element, which spans the width of the concrete form. The attachment members and spanning element are further connected by a plurality of reinforcing struts. Rebar attachment means at multiple vertical depths within the concrete form are integrated or connected to the reinforcing struts to provide rebar securement means at multiple depths within the poured concrete. The preferred embodiment also features vertical spacing between horizontally placed rebar to accommodate L shaped vertical rebar placement for applications where vertical rebar is specified.

A concrete form assembly that includes a shaping assembly with a number of generally planar panels, and, a retaining assembly with a number of whaler clamp assemblies and a number of whaler cleat assemblies.

A concrete form assembly that includes a shaping assembly with a number of generally planar panels, and, a retaining assembly with a number of whaler clamp assemblies and a number of whaler cleat assemblies.

An adjustable concrete form brace includes a horizontal adaptable extension member. A first lower brace element and a second lower brace element opposing the first lower brace element each have a horizontal insertion channel adapted to receive the horizontal extension member. A first upper brace element and second upper brace element are attached to the first lower brace element and the second lower brace element respectively. Each of the lower brace members include a saddle, and each saddle is adapted to retain one or more reinforcement bars. The first upper brace element and second upper brace element each include a form retaining element.

An adjustable concrete form brace includes a horizontal adaptable extension member. A first lower brace element and a second lower brace element opposing the first lower brace element each have a horizontal insertion channel adapted to receive the horizontal extension member. A first upper brace element and second upper brace element are attached to the first lower brace element and the second lower brace element respectively. Each of the lower brace members include a saddle, and each saddle is adapted to retain one or more reinforcement bars. The first upper brace element and second upper brace element each include a form retaining element.

A masonry form system including a plurality of masonry form members, wherein the plurality of masonry form members may include opposing vertical side walls; and a connector mechanism on at least one end of each of the plurality of masonry form members; and wherein, the plurality of masonry form members may be configured to be connected together via the connector mechanisms. A method of using a masonry form system including providing a masonry form system, selecting and positioning the selected plurality of masonry form members based on a pre-determined plan to form a desired masonry form; and connecting the selected and positioned plurality of masonry form members together.

A tie system and method for forming a wall from a hardenable building material over a footing. The tie system includes multiple wall ties configured to be directly interconnected to form a wall tie stack such that multiple wall tie stacks can be positioned over the footing in a spaced apart, vertically extending arrangement. Each wall tie includes first and second planar surfaces to be directly fastened to respective first and second panel structures. In one embodiment, the tie system includes tabs for supporting multiple insulation panels positioned between the vertically extending tie stacks and between the first and second panel structures.