A building structure system and method includes a plurality of columns each having a uniform shape and size, a plurality of baseplates, a plurality of sleeves, and a plurality of support beams each having a uniform shape and size. Each of the columns include protrusions a first distance from each end of the column. Each sleeve is sized to receive two columns vertically and to position the ends of the received columns together while the protrusions of each of the received columns engage both ends of the sleeve. Apertures on the columns, baseplates and sleeves align to receive connectors. Each of the uniform beams are positioned horizontally between the columns and are joined to a sleeve at both ends. When so positioned, the top end of the sleeve will extend above the beam and flooring material so as to receive another column after the flooring material has cured.

A support assembly for providing a high degree of lateral strength and integrity is presented herein. The support assembly includes a beam support bracket having a body and at least one elongated support member that is slidingly engaged with a corresponding lateral beam. The elongated support member of the beam support bracket is defined by spaced apart first and second support plates each including oppositely disposed edges which will mate with corresponding ledges, protrusions or reinforced corners within the lateral beam and bracket body.

A deck system includes a baluster actuator device that moves balusters from an open position to a closed position. The movable balusters are positioned in the open position to at least partially open the baluster gaps between the stationary balusters, and the movable balusters are positioned in the closed position to close the baluster gaps between the stationary balusters. The balusters further include one or more functional modules secured to module inserts defined in the balusters.

A set of machines and related systems build structures by the additive assembly of discrete parts. These digital material assemblies constrain the constituent parts to a discrete set of possible positions and orientations. In doing so, the structures exhibit many of the properties inherent in digital communication such as error correction, fault tolerance and allow the assembly of precise structures with comparatively imprecise tools. Assembly of discrete cellular lattices by a Modular Isotropic Lattice Extruder System (MILES) is implemented by pulling strings of lattice elements through a forming die that enforces geometry constraints that lock the elements into a rigid structure that can then be pushed against and extruded out of the die as an assembled, loadbearing structure.

A building structure system and method includes a plurality of columns each having a uniform shape and size, a plurality of baseplates, a plurality of sleeves, and a plurality of support beams each having a uniform shape and size. Each of the columns include protrusions a first distance from each end of the column. Each sleeve is sized to receive two columns vertically and to position the ends of the received columns together while the protrusions of each of the received columns engage both ends of the sleeve. Apertures on the columns, baseplates and sleeves align to receive connectors. Each of the uniform beams are positioned horizontally between the columns and are joined to a sleeve at both ends. When so positioned, the top end of the sleeve will extend above the beam and flooring material so as to receive another column after the flooring material has cured.

In one aspect, a smart corner is provided that can be prefabricated. The smart corner comprises a rear side including a first hole, a first side including a second hole, a second side including a third hole, and a top. A wall frame is also provided. The wall frame includes a top plate, a bottom plate, studs, and four smart corners. A framing system is also provided comprising at least two wall frames. The at least two wall frames connect via the smart corners.

A floor panel is provided including a floor chassis, an acoustic-mat layer and a gypsum concrete layer. The floor panel may be prefabricated and quickly installed on the job site thereby cutting construction time and costs.

The present application provides a prefabricated structural system and an assembly method thereof. The prefabricated structural system may be applied to steel structures, reinforced concrete structures and timber structures. When applied to the steel structures, the prefabricated structural system includes a plurality of steel structure joints and related members. The steel structure joints and related members further comprise: a beam-column connecting sleeve, comprising a first box-shaped steel tube and first C-shaped sleeves extending from and perpendicular to outer surfaces of the first box-shaped steel tube, wherein the first C-shaped sleeve is provided with first wedge shaped recesses at ends of upper and lower flanges thereof; columns, having a column connecting end inserted into the first box-shaped steel tube; main beams, having a main beam connecting end inserted into the first C-shaped sleeve; and main beam fixing steel plates, provided with first wedge shaped protrusions that are tenon-mortise-jointed with first wedge shaped recesses at both sides of the first C-shaped sleeve. In addition to the steel structural construction, the beam-column connecting sleeve of the prefabricated structural system may be further extended to reinforced concrete structures and timber structures.

A sandwich structure includes two face plates, with a lattice structure between the plates, and with hard points at selected locations. The face plates, and the lattice structure with its hard points, may all be made as a single continuous piece by an additive manufacturing process. The hard points may be strengthened and/or stiffened areas of the lattice that may be used for connecting fasteners, or for other purposes. The hard points may be located at the junction between the lattice and one of the faces, and may be a locally thickened portion on one of the faces, for example being a cylindrical or parallelepiped protrusion out from the face. The hard points may serve the purpose of a built-in nut plate, such as themselves containing threaded holes, or by having a threaded inserts put into holes or recesses in the hard points.

Channel framing includes an elongate body having a longitudinal axis and defining an interior extending along the longitudinal axis. The body includes a first side defining a continuous slot extending lengthwise of the body and into the interior of the body. A second side is generally opposite the first side and defines a fitting groove extending lengthwise of the body. The fitting groove is configured for receiving at least one type of fitting to secure the fitting to the channel framing.