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.

A plastic formwork is disclosed, and comprises a slurry-receiving structure, wherein the slurry-receiving structure defines an aperture and a formwork-defined internal space, wherein a slurry is receivable within the formwork-defined internal space. The formwork further comprises a formwork-defined first connection system counterpart and a formwork-defined second connection system counterpart, each of which includes a sealed interface-effecting portion that is supported by a substrate portion. The material of the sealed interface-effecting portion is softer than the material of the substrate portion. The formwork is connectible to another formwork via interlocking engagement with effect that an obtained aperture and an obtained internal space are obtained, wherein a slurry is receivable within the obtained internal space. The interlocking engagement is with effect that sealing engagement is effected between the sealed interface-effecting portions of the formwork and the another formwork such that sealed interfaces are obtained between the formwork and the another formwork.

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.

Disclosed is a form work system (100) that comprises first (102a) and second (102b) building formwork components that are connected by a building formwork connector (104) The connector (104) comprises a moveable portion (128) that is moveable from a closed position to an open position. In the closed position, one or more sidewalls of the connector (104) define a cavity (144) for receipt of cementitious material. The cavity (144) of the connector (104) is located with respect to cavities (110) of the first (102a) and second (102b) formwork components. In the open position, access is provided to the cavity (144) of the connector (104).

In a first aspect there is disclosed a support structure assembly (10). The support structure assembly includes a first wall panel (12) operatively associated with an opposing, spaced apart second wall panel. The first wall panel (12) including a channel (14) having two spaced apart channel walls (16) connected via a transverse channel base (18). The channel (14) encloses a resilient body (20).

Disclosed is a form work system (100) that comprises first (102a) and second (102b) building formwork components that are connected by a building formwork connector (104). The connector (104) comprises a moveable portion (128) that is moveable from a closed position to an open position. In the closed position, one or more sidewalls of the connector (104) define a cavity (144) for receipt of cementitious material. The cavity (144) of the connector (104) is located with respect to cavities (110) of the first (102a) and second (102b) formwork components. In the open position, access is provided to the cavity (144) of the connector (104).

A system for fabricating fillable, Stay-In Place footer, wall and roof forms with a quick fastening system that is an insertable or snap together and has a one pour footer to eave and/or ridge capability. The system includes a three-dimensionally produced form, inserts to accept rebar, reinforcement wire, and insulation, and can be filled with various cementitious materials with reinforcing materials and aggregates. Options to mold in electrical and plumbing races, window and door openings and frames, and to provide designs and finished surfaces round out the versatility of this building system.

In a one aspect there is disclosed a formwork wall panel (10) having an operative inner surface (12) to face towards an inner space to be filed with building material and an opposing operative outer surface (14) having a surface finishing component (16) secured thereto. The operative inner surface (12) of the formwork wall panel (10) includes a brace coupling formation (18) operatively adapted to engage a wall panel coupling formation (20) of a brace (22) operatively extending between the formwork wall panel (10) and an opposing second formwork wall panel.

Systems and methods for forming insulated sandwich walls are provided. Outer and inner support members are located between inner and outer strongbacks. Structural material for an outer wall, such as concrete, is deposited between the outer strongback and outer support member. Structural material for an inner wall is deposited between the inner strongback and inner support member. An insulating material is deposited between the outer and inner support members to form an insulating core.

A method of construction of composite wall module system in which a first wall module and a second wall module are coupled to the first wall module by a vertical joint. The vertical joint is comprised of plurality of anchors and reinforcement bars as well as steel side plates allowing composite wall steel faceplates to be discontinuous across the vertical joint. The faceplates of the first and second modules are not made continuous across the vertical joint through continuous welding. The vertical wall joint further includes fill disposed between faceplates and side plates adjacent to anchors and reinforcement bars.