Abstract: A method for constricting a wall of a building includes the steps of providing a footing form to outline a horizontal dimension for the wall; pouring wall form ring material between opposing sides of the footing form and allowing the poured wall forming material to set to provide a wall base; attaching a first wall form of predetermined height to a side of the footing form to define a vertical dimension of the wall to be built; attaching a wall component structure to an inside surface of the first wall form at a desired location for the wall component on the wall; attaching a second wall form to an opposite side of the footing form a predetermined distance apart from the first wall form according to a desired width of the wall; pouring wall forming material between the first and second wall forms to form the wall, the wall forming material being poured around the wall component structure; and, allowing the wall forming material to set between the wall forms and around the wall component structure.

Abstract: An improved method of wall construction, and an improved wall construction are provided by the invention. The individual components of the wall are first set in place and then encased in concrete to form a load bearing wall. Multiple channel track units are positioned at the upper and lower edges of the wall, extending therebetween is a plurality of non-load bearing uprights. Attached to the uprights are the various wall components such as doorframes, insulation windowframes, wiring and piping conduits. Forms are then set into place and the concrete is poured, upon hardening of the concrete the load bearing wall is complete, thereby eliminating customary furring strips, inside insulation, sheetrock, and external siding, plastering, stucco, etc.