An enclosure member for a building structure comprising a planar laminate having a first facing layer; a layer of foam having a first face and a second opposing face; and a second facing layer; where the first facing layer is fastened to the first face of the layer of foam, and the second facing layer is fastened to the second opposing face of the layer of foam. An edge of the enclosure is provided with a perimeter structure that can perform one or more of a sealing function, an edge reinforcement function and a pivotable joining function with another enclosure, in accordance with the particular embodiment.

A foldable building structure package having a first folded configuration and a second unfolded configuration. The package has a first enclosure component portion and an enclosure member selected from the group consisting of an enclosure component and a second enclosure component portion, with the enclosure member being joined to and moveable with respect to the first enclosure component portion from a folded position to an unfolded position to form a first part of the building structure in its second unfolded configuration. There is a first deployment bracket secured to the first enclosure component portion, a deployment strut adapted to be secured to the first deployment bracket at a first end and having a rotatable sheave at a second end, and a fastener positioned on the enclosure member for receiving a line run from the tang over the rotatable sheave.

An enclosure component having a thickness for a building structure having an interior sheathing layer comprising paper; a first structural layer bonded to the interior sheathing layer and comprising a first generally rectangular structural panel of magnesium oxide arranged in a side-by-side relationship with a second generally rectangular structural panel of magnesium oxide to define a first structural panel seam between the first and second structural panels. There is a first binding strip of magnesium oxide positioned over the first structural panel seam and fastened to form a lap joint with the first structural panel and with the second structural panel, so as to bond together the first and second structural panes. The enclosure component includes a first strengthening layer, comprising woven fiber mat, bonded to the first structural layer; and a foam layer with first and second opposing faces comprising a first generally rectangular foam panel and a second generally rectangular foam panel arranged in a side-by-side relationship to define a foam panel seam between the first and second foam panels. The first structural panel seam is offset from the foam panel seam a select distance in a direction generally perpendicular to the thickness. The first strengthening layer is bonded to the first opposing face of the foam layer. The enclosure component also has a second structural layer comprising a third generally rectangular structural panel of magnesium oxide arranged in a side-by-side relationship with a fourth generally rectangular structural panel of magnesium oxide to define a second structural panel seam between the third and fourth structural panels. There is a second binding strip of magnesium oxide positioned over the second structural panel seam and fastened to form a lap joint with the third structural panel and with the fourth structural panel, so as to bond together the third and fourth structural panels. The second structural panel seam is offset from the foam panel seam a select distance in a direction generally perpendicular to the thickness; and the second structural layer is bonded to the second opposing face of the foam layer.

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 prefabricated self-supporting module for making building structures, more particularly swimming pools, is provided. The module comprises a matrix made of foamed material and a supporting structure made of metal coupled to the matrix. The supporting structure made of metal may be embedded in the matrix made of foamed material (internal supporting structure) and/or cover the matrix made of foamed material (external supporting structure). Thanks to the provision of the supporting structure made of metal, the module is self-supporting, and it does not need any further reinforcements of reinforced concrete. Thanks to the provision of the supporting structure made of metal, the module can be used for making structural supporting elements such as floors, side walls, and so on. This module can be completely made and finished in the factory, so that the steps to be carried out on the construction site are extremely limited, with consequent economic saving.

A method for forming a structural wall section by sandwiching a corrugated metal panel between correspondingly corrugated EPS inner and outer panels. Also disclosed is a structural wall formed from a corrugated metal wall sandwiched between inner and outer EPS panels with a corrugated side on each of the EPS panels engaged with the corrugated metal panel.

A modular post-tensioned shear system having a plurality of modular sections stacked on top of each other. Each modular section having one or more hollow structural section (HSS) members and one or more form walls. Each modular section having a post-tensioning assembly within the one or more hollow HSS members forming an HSS post-tensioning assembly. The post-tensioning assembly having two or more conduit members (e.g., hollow tubes located within the stacked HSS members) coupled together through conduit couplings, two or more tensioning members (e.g., rebar, cables, or the like located within the conduit members) coupled together through tensioning couplings, and a tensioning lock (e.g., bearing member, locking coupling, or the like) that tensions the HSS post-tensioning assembly after installation. The modular structural shear system provides improved resistance to cyclic loading and/or improved assembly during construction (e.g., within new structures, retrofitting older structures, or the like).

A foldable building structure is provided that includes a fixed space portion including a first floor portion, a first ceiling portion, a first wall portion rigidly secured to the first floor portion and the first ceiling portion. The foldable building structure includes a second wall portion which is movable between a folded position and a deployed position, and a third wall portion which movable between a folded position and a deployed position. The second and third wall portions when in their deployed positions form with the first wall portion a first wall component of the foldable building structure. The second wall portion is capable of being moved between the folded position and the deployed position without moving the third wall portion between the folded position and the deployed position.

A modular unit for constructing a modular structure is described. The modular unit comprises a structural frame, which includes at least one upper beam, at least one lower beam, and at least one column extending between said upper and lower beams and connected therebetween. At least one of said upper or lower beams is arranged to define at least one chamber for receiving a building material therein along at least a portion of its length, said column being connected to said portion of said beam. Part of said beam is removed along said portion of said beam to define at least one opening to said chamber.

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.