A novel system and related methods for sequentially deploying, in automated or semi-automated fashion, a strip of a plurality of truss bays with integral solar panels from a moving carrier onto a surface being traversed, resulting in a long, contiguous truss structure laid upon on the surface. The solar panels are angled at a predetermined orientation for solar operation at the deployment location. The carrier is easily and quickly reloaded with another set of truss bays for repeated deployment of a series of strips of solar truss structures in a solar array. The solar array thus is constructed in substantially less time and with substantially less labor that conventional support racking in the filed using prior art piece-wise assembly operations.

In this invention, Dome structure is constructed by, “Top connector” (TC) connecting to the “Base plates” (BP) by connecting the “Connecting arch's” (CA) and “Middle connectors” (MC), to form a meridian of a doom. “Middle connectors” (MC) are used to connect “Connecting arch's” (CA) to maintain a specific radius vertically for the entire structure, and to connect adjacent “Connecting arch's” (CA's) horizontally with horizontal bars, to maintain the stability of the structure at each horizontal level, as shown in FIG. 33. The “Middle connector's” are also used to attach another layer of similar dome structure to the structure and to attach accessories inside the structure.

A connector assembly, having an upper connector coupled to a lower connector and a gusset plate sandwiched between the upper and lower connectors. Also, disclosed is a hoistable connector assembly, a lifting frame assembly, a coupling system for modular frame units, a method for assembling a module unit using the connector assembly, and a modular frame unit and building having the connector assembly.

The invention relates to a building (1), in particular a multistory building, which has a supporting structure (5), and a facade (3) which is operatively connected to the supporting structure and exposed to the wind, wherein the facade (3) has a plurality of facade elements (7), wherein the facade elements (7) are designed to move relative to the supporting structure (5) in reaction to a torsion of the supporting structure (5). It is proposed that at least some facade elements (7) are operatively connected to a number of dampers (13), wherein the dampers (13) are designed to damp a movement of the facade elements (7) relative to the supporting structure (5).

A prefabricated column assembly includes a hollow tubular column having a longitudinal axis. A gusset plate assembly includes a plurality of gusset plates connected to the column and extending laterally outward from the column in planes generally parallel to the longitudinal axis of the column. A first pair of the gusset plates extends laterally outward from the column along a first axis and defines a space for receiving an end portion of a first beam for mounting the first beam on the first pair of gusset plates. A second pair of the gusset plates extends laterally outward from the column along a second axis that is nonparallel and non-coincident with the first axis. The second pair of gusset plates defines a space for receiving an end portion of a second beam for mounting the second beam on the second pair of gusset plates to provide a bi-axial joint connection.

A shelter system is shown and described. A hub for a shelter system is shown and described. A frame for a shelter system is shown and described. In one embodiment, the shelter system includes a frame and cover. The shelter may include a hub system. The frame may be collapsible. The cover is configured to fit with the frame. The hub may include a receiver slot, a receiver sleeve and an attachment projection. The result is a shelter system with reduced set up time, effort and requirements and improved strength and ease of use. The inventions may also be considered a shelter kit and/or a shelter and hub method.

A connector assembly, having an upper connector coupled to a lower connector and a gusset plate sandwiched between the upper and lower connectors. Also, disclosed is a hoistable connector assembly, a lifting frame assembly, a coupling system for modular frame units, a method for assembling a module unit using the connector assembly, and a modular frame unit and building having the connector assembly.

Disclosed herein is an apparatus for a building frame designed to create a building, in accordance with some embodiments. Accordingly, the apparatus may include a plurality of base plates. Further, the apparatus may include a plurality of top plates. Further, the apparatus may include a plurality of studs. Further, each stud of the plurality of studs may include an elongated stud body having an upper stud end and a lower stud end. Further, the apparatus may include a plurality of rafters. Further, each rafter of the plurality of rafters may include a first slab body. Further, the each rafter may include a first cuboidal body. Further, the apparatus may include a plurality of braces corresponding to a plurality of brace lengths.

The present invention provides a construction set suitable for creating a variety of structures and includes a plurality of elements. A modular construction system includes hubs which are embodied as solid-surfaced hexahedrons having at least one flanged protrusion on at least two faces of each hexahedron. Adjacent structural bodies in the modular construction system may be connected to as few as one face of a hub, or to as many as all six faces, by means of attachable connector elements. The hexahedron at the core of the hub may be of the same or larger dimensions relative to the cross-section of the framing materials (e.g., lumber, tubing, composites, metals, extruded members) it connects.

The invention relates to a building (1), in particular a multistory building,

which has a supporting structure (5), and a facade (3) which is operatively connected to the supporting structure and exposed to the wind, wherein the facade (3) has a plurality of facade elements (7), wherein the facade elements (7) are designed to move relative to the supporting structure (5) in reaction to a torsion of the supporting structure (5). It is proposed that at least some facade elements (7) are operatively connected to a number of dampers (13), wherein the dampers (13) are designed to damp a movement of the facade elements (7) relative to the supporting structure (5).