A concrete tie for use in an insulated concrete panel, the concrete tie including a main body having (1) a length, an inner surface, and an outer surface; (2) a protrusion extending away from the inner surface of the main body and along the length thereof; (3) at least one upper foot extending above a top surface of the main body and at least one lower foot extending below a bottom surface of the main body, wherein the protrusion is configured to engage with a slot formed in an insulation layer.

An insulated concrete form panel system, and method of making same, is provided, the system and method comprising first and second opposed panels forming a cavity therebetween and an internal connector frame serving as a mold for receiving expandable polymer material to form the first and second panels, such that the irreleasably pre-assembled connector frame extends between, and is integral to, first and second panels. The present system provides first and second panel pairs may be mechanically connected to panel pairs positioned adjacent thereto (e.g. above, below, or side-by-side), increasing integrity of the structure.

Various embodiments of the present disclosure provide a curb wall forming apparatus and method for forming a curb wall without causing damage to the adjacent concrete floor. In various embodiments, the curb wall forming apparatus includes one or more floor plates, one or more curb side wall forming panel supports, one or more stanchions, one or more end plates, one or more wall attachment plates, and one or more curb side wall forming panels which are used together to enable a curb wall to be formed. These components can be used together to enable a curb wall to be formed on a floor adjacent to an upstanding wall without causing damage to the wall or the area of the floor adjacent to the formed curb wall. The floor plates, the curb side wall forming panel supports, the stanchions, the end plates, and the wall attachment plates remain as part of the formed curb wall.

Various embodiments of the present disclosure provide a curb wall forming apparatus and method for forming a curb wall without causing damage to the adjacent concrete floor. In various embodiments, the curb wall forming apparatus includes one or more floor plates, one or more curb side wall forming panel supports, one or more stanchions, one or more end plates, one or more wall attachment plates, and one or more curb side wall forming panels which are used together to enable a curb wall to be formed. These components can be used together to enable a curb wall to be formed on a floor adjacent to an upstanding wall without causing damage to the wall or the area of the floor adjacent to the formed curb wall. The floor plates, the curb side wall forming panel supports, the stanchions, the end plates, and the wall attachment plates remain as part of the formed curb wall.

A concrete form includes a first sidewall and a second sidewall positioned in parallel and spaced relation to each other and a cross tie having opposed first and second ends, where at least the first sidewall is a removable sidewall removably secured to the first end of the cross tie. The second sidewall is removably secured to the second end of the cross tie and may be a removable sidewall or a non-removable sidewall. The concrete form also includes a spacer positioned between the first sidewall and the first end of the cross tie. The spacer may be removable along with the first sidewall. Concrete forming assemblies and methods may incorporate concrete forms as described herein.

A system and method for constructing an insulated concrete form (ICF) wall are provided. Vertically-oriented pairs of ICF foam panels of an ICF structure are erected above a footing, with vertical panel supports located along opposed vertical edges of each set of adjacent vertically-oriented panel pairs. An internal brace support, extending longitudinally along the structure, is installed between the individual panels of the panel pairs. Concrete is poured between the erected vertically-oriented ICF foam panels to complete the ICF wall.

A beam-node permanent formwork for casting reinforced concrete is disclosed, which includes using it for the construction of reinforced concrete 3D trusses in the tidal zone and underwater in coastal areas of reservoirs (from 1 to 12 meters deep) by eliminating deformations when filling the formwork with concrete and during operation, as well as by insulating concrete from the corrosive effects of salt water, biological destruction. The shell of the permanent formwork also significantly reduces the adhesion of concrete to ice, which significantly increases the service life of concrete products in the conditions of the sea or freezing reservoirs.

A modular structural system, comprising one or more building units consisting of two counter mold partitions, each of which is adapted with one or more anchoring means, into which one or more connecting locks are engaged to firmly lock and stabilize the two counter mold partitions, where each of the two counter mold partitions is peripherally adapted to receive one or more affixing coupling means; two or more coupling means for affixing two of the one or more building units; two or more coupling means for affixing the one or more building units to an adjacent building element.

Disclosed is an economical and effective way of producing a modular retaining wall for a material to be retained, using only blocks which in and of themselves are of insufficient thickness to function as retaining wall blocks. The modular wall includes backer blocks and facing blocks which are connected by separate connectors in a back to back, spaced apart arrangement, thereby forming a hollow retaining wall. The hollow wall is filled with loose filler material to increase the mass and retaining capacity of the wall. None of the wall components is embedded in the material to be retained. Further disclosed are wall components and a wall kit for a modular retaining wall. A double sided decorative wall is also disclosed. The modular wall system allows for the construction of retaining walls and freestanding, double sided, decorative walls forming both straight and curved walls.

Disclosed is an economical and effective way of producing a modular retaining wall for a material to be retained, using only blocks which in and of themselves are of insufficient thickness to function as retaining wall blocks. The modular wall includes backer blocks and facing blocks which are connected by separate connectors in a back to back, spaced apart arrangement, thereby forming a hollow retaining wall. The hollow wall is filled with loose filler material to increase the mass and retaining capacity of the wall. None of the wall components is embedded in the material to be retained. Further disclosed are wall components and a wall kit for a modular retaining wall. A double sided decorative wall is also disclosed. The modular wall system allows for the construction of retaining walls and freestanding, double sided, decorative walls forming both straight and curved walls.