The invention relates to a building structure comprising pillar units, beam units including main beam units and floor slab units, the floor slab unit comprises a floor slab template layer and a floor slab framework unit; the beam unit comprises a beam template layer of concrete and the beam framework unit; the pillar unit comprises a pillar framework unit, the pillar framework unit comprises a pillar keel unit and support legs; the pillar framework unit comprises a pillar keel unit and support legs; the longitudinal section steel major keels supported on the main beam major keels and the steel bars protruding out of the floor slab template layer in the side direction are placed above the main beam units; the cells are formed between the adjacent beam units; more than one floor slab units are installed in each cell. The advantages of the invention are no support frames, no removing the template.

A connector assembly, having an upper connector coupled to a lower connector and a gusset plate sandwiched between the upper and lower connectors. The upper and lower connectors allow for coupling to adjacent upper and lower connectors, respectively, allowing for addition of a modular unit to a pre-existing modular structure. Also, ways of coupling adjacent upper connectors and coupling of adjacent lower connectors when coupling a modular unit to a pre-existing modular structure are provided.

A staircase assembly is installed in a multi-story building, including first and second flights of stairs that are hingably coupled to a landing, and a plurality of vertically-oriented columns coupled to the landing. The staircase assembly is assembled into a first liftable floor plate, and is disposed in a folded arrangement when the liftable floor plate is positioned at an assembly level elevation. The staircase assembly is disposed in an unfolded arrangement when the first liftable floor plate is positioned at a first design level elevation and a second liftable floor plate that is positioned at a second design level elevation below the first liftable floor plate.

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.

An entertainment structure includes an offset core, a floor tying assembly and a plurality of floor plate assemblies. The plurality of floor plate assemblies each include a first edge and a second edge. The first edge of each of the plurality of floor plate assemblies is configured to be coupled to the offset core and the second edge of each of the plurality of floor plate assemblies is configured to be coupled to the floor tying assembly.

A building system may include at least one diaphragm beam having opposite ends connected to an external structural frame of a building, at least one pre-assembled floor-ceiling panel adjacent to a vertical side of and coupled to the diaphragm beam, and at least one pre-assembled wall adjacent to a horizontal side of and coupled to the diaphragm beam. The diaphragm beam may be filled with a mineral-based material, such as concrete. The one or more pre-assembled floor-ceiling panels may each include a plurality of joists extending perpendicular to the diaphragm beam, a floor-panel including at least one metal layer attached to the joists on a floor side of the pre-assembled floor-ceiling panel, and a ceiling panel including at least one layer comprising mineral-based material attached to the joists on a ceiling side of the pre-assembled floor-ceiling panel. The one or more pre-assembled walls may include interior and/or exterior walls of a building.

A structural assembly comprises a first extruded component having a length and a constant cross section. The cross section defines a first cavity and a second cavity separated by a wall of the first extruded component. An aperture extends through the wall between the first and second cavities. Second and third extruded components have respective lengths and constant cross sections. A first connector is positioned within the first cavity of the first extruded component and extends into the second extruded component. A second connector is positioned within the second cavity of the first extruded component and extends into the third extruded component. A fastener extends through the first connector, the aperture, and the second connector and is configured to secure the first and second connectors to the first extruded component.

The present invention has various types of horizontal bracing channels, longitudinal spacing-bracing channels, couplings, bracing clips, support channels, hole shapes within the support channels and orientation of the various elements that affect how wall panels are made. The structural insulating core includes the framing members and spacer blocks between the framing members that interlock together by having a structural insulating core of foam spacers with a tongue side and groove side interlocking the foam spacers between vertical metal support channels including the horizontal bracing channels, longitudinal spacing-bracing channels having notches, couplings and bracing clips connecting together.

This application is an accumulation of various patent pending applications showing multiple configurations for connecting metal framing components together where the metal framing members are self-locking connectors that intersect, overlap, between other securing the metal support members together. The connections between the metal framing members uses various types of notches in the support members and notches in the metal framing member to secure metal framing together by using hook fingers, hook tongue, hook receivers, ledges, and tabs to secure the crossing members together forming the self-locking connections. The metal framing components have various longitudinal ends allowing where the longitudinal ends can have the same configuration or different configurations and still be an overlapping interlocking connection.

A method for erecting a wall panel without wasting valuable floor area for wall panel bracing and erecting the wall panel from within the boundary of the land parcel on which the wall panel is being erected is disclosed. A support structure that is configured to both maintain a prestressed concrete wall panel in a generally vertical position and to provide storage space can be anchored to a floor slab. The wall panel can be lifted from within the land parcel and positioned between the support structure and the boundary of the land parcel. The wall panel can then be anchored to the support structure.