A building construction system for creating a building structure upon a foundation slab having a top surface. An inner and outer rail are secured to the foundation slab. Walls are created upon the foundation slab including interior panels and exterior panels that are secured to the inner and outer r
A building construction system for creating a building structure upon a foundation slab having a top surface. An inner and outer rail are secured to the foundation slab. Walls are created upon the foundation slab including interior panels and exterior panels that are secured to the inner and outer rails respectively, and corner assemblies secured to both the inner and outer rails that together define a vertical interior space therebetween. The interior and exterior panels include standard, window, and door panels that together define a vertical interior space within the walls that is partially or fully filled with a structural fill such as concrete. Ceiling joists extend upon and are supported by the interior and exterior panels, to support ceiling panels. Rafter assemblies extend upon and are supported by the ceiling joists to support roofing panels.
대표청구항▼
1. A building construction method, for creating a building structure on a foundation slab having a top surface and side surface, using a plurality of exterior panels each having lateral sides, a top edge, a bottom edge, an interior face and an exterior face having an exterior finish material, also u
1. A building construction method, for creating a building structure on a foundation slab having a top surface and side surface, using a plurality of exterior panels each having lateral sides, a top edge, a bottom edge, an interior face and an exterior face having an exterior finish material, also using a plurality of interior panels each having lateral sides, a top edge, a bottom edge, an interior face and an exterior face having an interior finish material and a base molding substantially extending between the lateral sides near the bottom edge and a crown molding substantially extending between the lateral sides near the top edge, also using an inner rail and an outer rail, also using ceiling joists, ceiling tiles, roofing panels each having an elongated rib, and using rafter assemblies each having a horizontal member, a vertical member, and a sloped member having a top surface, an upper end, and a lower end, the sloped member has a groove that extends downwardly into the top surface from the upper end to the lower end, comprising the steps of: securing the inner rail and outer rail to the top surface of the foundation slab, the inner rail extending parallel to the outer rail;securing at least two of the exterior panels to the outer rail, including a first exterior panel and a second exterior panel, one of the lateral sides of the first exterior panel abutting the second exterior panel;defining a wall with an interior vertical space between the at last two exterior panels and at least two of the interior panels, including a first interior panel and a second interior panel, by securing said at two interior panels to the inner rail with one of the lateral sides of the first exterior panel abutting one of the lateral sides of the second exterior panel, the base molding of the first exterior panel abutting the base molding of the second exterior panel and the crown molding of the first exterior panel abutting the crown molding of the second exterior panel, with the first interior panel substantially parallel and across from the second exterior panel and the second interior panel substantially parallel to and across from the first exterior panel;filling the interior vertical space by pouring concrete into the interior vertical space;installing ceiling joists supported by the top edges of exterior panels and interior panels;installing rafter assemblies supported by the ceiling joists;installing ceiling panels between the ceiling joists; andinstalling roofing panels supported by the rafter assemblies by extending the elongated rib of each of of the roofing panels into the groove of the sloped member of one of the rafter assemblies. 2. The building construction method as recited in claim 1, using a connecting assembly, and wherein the step of defining a wall with an interior vertical space between the at least two exterior panels and the at least two interior panels further comprises attaching the interior and exterior panels together using the connecting assembly, wherein the connecting assembly includes a pair of connecting brackets each having a horizontal flange with a vertical opening, the connecting assembly further having a connecting rod having a main part and a pair of ends extending perpendicularly from the main part, one of the connecting brackets attached to the interior face of one of the second interior panels and the other of the connecting brackets attached to the interior face of the first exterior panel; and wherein the step of connecting the second interior panel to the first exterior panel further comprises inserting the ends of the connecting rod into the vertical openings of the connecting brackets. 3. The building construction method as recited in claim 2, wherein the interior panels each have a hidden overlap at one of the lateral edges and an exposed overlap at the other of the lateral edges, the base molding of each interior panel extending across the exterior face near the bottom edge between the lateral side having the hidden overlap and the exposed overlap; and wherein the step of installing the second interior panel adjacent to the first interior panel further comprises abutting the base molding of the first interior panel against the base molding of the second interior panel where the hidden overlap of one of said interior panels meets the exposed overlap of the other of said interior panels. 4. The building construction method as recited in claim 3, wherein the inner rails and outer rails each make at least one right turn and remain parallel to each other and further using at least one corner assembly having a pair of lateral sides, and an inner corner panel and an outer corner panel that are permanently joined together by spacer brackets, the inner corner panel has a first part and a second part that are joined at a right angle, the outer corner panel having a first part and a second part that are joined at a right angle, the inner corner panel and outer corner panel are parallel to each other; and wherein the step of defining a wall with an interior vertical space further comprises securing the corner assembly to the inner rail and outer rail with the outer rail secured to the outer corner panel and the inner rail secured to the inner corner panel with the inner corner panel adjacent to and abutting one of the interior panels on one of the lateral sides of the corner assembly and the outer corner panel adjacent to and abutting one of the exterior panels on one of the lateral sides of the corner assembly. 5. The building construction method as recited in claim 4, wherein the inner corner panel has a hidden overlap on one of its lateral sides and an exposed overlap on the other of its lateral sides, the inner corner panel further having an interior face having a bottom edge and has a base molding extending on the interior face along the bottom edge between the lateral side having the hidden overlap and the exposed overlap; and wherein the step of abutting one of the interior panels on one of the lateral sides of the corner assembly further comprises abutting the base molding of the corner assembly with the base molding of said interior panel. 6. The building construction method as recited in claim 5, wherein the exterior panels having a top edge and a bottom edge, the exterior face of each of the exterior panels have an upper extension that extends above the top edge of the exterior panels and a bottom edge that extends below the bottom edge of the exterior panel, and wherein the step of securing at least one of the exterior panels to the outer rail further comprises extending the bottom edge of said exterior panel against the top surface of the foundation slab and the lower extension of said exterior panel downwardly alongside the side surface of the foundation slab. 7. The building construction method as recited in claim 6, wherein the plurality of interior panels include standard panels having a substantially continuous exterior face and window interior panels having a window cutout in the interior face and exterior face; wherein the exterior panels include standard panels having a substantially continuous exterior face and window exterior panels having a window cutout in the interior face and exterior face; and wherein the step of defining a wall with an interior vertical space between the exterior panel and one of the interior panels further comprises installing a window frame in the wall by extending the window frame through the window cutout in the exterior face of said window interior panel, past the interior face of said window interior panel and through the window cutout in said window exterior panel. 8. The building construction method as recited in claim 7, wherein the plurality of interior panels include door interior panels having a door cutout in the interior face and exterior face; wherein the exterior panels include door exterior panels having a door cutout in the interior face and exterior face; and wherein the step of installing at least one exterior panel further comprises installing a door frame in the wall by extending the door frame through the door cutout in the exterior face of said door interior panel, past the interior face of said door interior panel and through the door cutout in said door exterior panel.
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이 특허에 인용된 특허 (15)
Zelinsky Ronald Dean ; Godfredsen Duane Kent, Apparatus for forming a poured concrete wall.
Winter ; IV Amos G. (Pinnacle Springs Rd. Spofford NH 03462), Building system using prefabricated building panels and fastening components used therewith.
Durand Philippe (3 ; alleede la Rive F-78740 Vaux-sur-Seine FRX) Dauron Franoise (51 ; rue Haute F-78250 Meulan FRX), Formwork for building a concrete wall.
diGirolamo Edward R. (#8 Stengle Pl. Smithtown NY 11787) Colasanto Thomas (40 Pinewood Dr. Commack NY 11725) Rothstein Jonathan C. (155 E. 29 St. ; Apt. 17B New York NY 10016), Structural system for supporting a building utilizing light weight steel framing for walls and hollow core concrete slab.
diGirolamo Edward R. (#8 Stengle Pl. Smithtown NY 11787) Colasanto Thomas (40 Pinewood Dr. Commack NY 11725) Rothstein Jonathan C. (155 E. 29 St. ; Apt. 17B New York NY 10016), Structural system for supporting a building utilizing light weight steel framing for walls and hollow core concrete slab.
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