Abstract
A panelized, systems-based, holistic approach towards design, manufacturing and construction is disclosed. In an exemplary system, a core structural metal framing known as stud and track structure refers to the construction of walls and planes using cold-formed steel. The metal framing has two main components, a stud and a track. The disclosed system is a flat pack. A flat pack system is a prefabricated building construction system that uses structurally insulated panels which are prefabricated in a factory, shipped by stacking and assembled on site. The modular panel system is manufactured off-site and includes an exterior facade, insulation and interior walls in a single pre-made modular panel system, which is connected via novel connectors.
Claims
1. A system for prefabricated construction comprising: a computer implemented design system accepting building design constraints data inputs including site data, regulatory data and building design data and outputting building design data including design drawings data and prefabricate building component data; flat-pack construction components manufactured according to the building design data, including prefabricated panels; and a plurality of connectors for manually joining selected ones of the prefabricated panels.
2. A method for building construction: inputting in a computer implemented design system building design constraints data inputs including site data, regulatory data and building design data; outputting from the computer implemented design system building design data including design drawings data and prefabricate building component data; manufacturing flat-pack construction components manufactured according to the building design data, including prefabricated panels; and manually joining selected ones of the prefabricated panels.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
[0021] Although the following figures depict various examples of the invention, the invention is not limited to the examples depicted in the figures.
[0022] In the figures:
[0023] FIG. 1 is a schematic diagram illustrating a standardized panel assemblage system according to the principles of the invention, including wall panels, floor panels, roof panels, door panels, windows panels and associated connectors which tie the panels to each other (both horizontally and vertically).
[0024] FIG. 2 is an exploded schematic diagram with typical sectional details illustrating exemplary standardized panel connections based on a typical structural bay for roof joist to load bearing wall panel connections and load bearing wall to load bearing wall panel connections.
[0025] FIGS. 3, 3.1 and 3.2 are diagrams and architectural drawings for an exemplary flat pack, standardized load bearing wall panels, with a typical panel plan, section and exploded standardized wall panel diagram with material references.
[0026] FIGS. 4, 4.1 and 4.2 are diagrams and architectural drawings for a flat pack, standardized load bearing floor panels, with a typical panel plan, section and exploded standardized wall panel diagram with material references.
[0027] FIGS. 5, 6 and 7 are a set of diagrams and architectural drawings for a flat pack, standardized wall panels, with a typical panel drawing perspective and an exploded standardized wall panel diagram with material references.
[0028] FIGS. 8, 9 and 10 are a set of diagrams and architectural drawings for a flat pack, standardized window panels, with a typical panel drawing perspective and an exploded standardized wall panel diagram with material references.
[0029] FIGS. 11, 12 and 13 are a set of diagrams and architectural drawings for a flat pack, standardized window panels, with a typical panel drawing perspective and an exploded standardized wall panel diagram with material references.
[0030] FIGS. 14 and 14.1 are a set of diagrams and architectural drawings for a connector that ties the roof panels at the apex of the pitch.
[0031] FIGS. 15 and 15.1 are a set of diagrams and architectural drawings for a connector that ties the roof panels to the load bearing wall panels.
[0032] FIGS. 16 and 16.1 are a set of diagrams and architectural drawings for a connector that ties the floor joist panel to load bearing wall panels and which ties the load bearing wall panels vertically to other load bearing wall panels, windows panels and roof panels.
[0033] FIG. 17 is are a set of diagrams and architectural drawings for a panel tie that ties the roof panel to other roof panels (both horizontal and vertical connections).
[0034] FIGS. 18 and 18.1 are a set of diagrams and architectural drawings for a panel tie that ties a wall panel to other wall panels (both horizontal and vertical connections).
[0035] FIG. 19 is a Generative Digital Toolkit systems flow diagram which outlines how project data is processed for use with three-dimensional, flat pack, cold formed steel panel systems invention.
DETAILED DESCRIPTION
[0036] A system, method, and method of manufacture for a three-dimensional, flat pack cold formed steel panel system that utilizes smaller panels sizes and integrated, bespoke connectors to tie the panels together are described herein. The following detailed description is intended to provide example implementations to one of ordinary skill in the art and is not intended to limit the invention to the explicit disclosure, as one of ordinary skill in the art will understand that variations can be substituted that are within the scope of the invention as described.
[0037] System Overviews (FIGS. 1 and 2)
[0038] Current Cold Formed Steel (CFS) on site installation of prefab components rely on heavy equipment such as cranes to erect panels or box modules in place. While this is an improvement from standard, in situ construction, it still is approaching construction as parts that are discreet and not taking into consideration the overall system as integrated. Current CFS manufacturing also relies on use of heavy equipment, such as cranes, and extensive and physically taxing human labor for installation, including alignment of single parts on site by hand and screwing, bolting or welding in individual fasteners to make the connections. The quantity of fasteners required for installation of hangers and ties to connect panels together on site easily amounts to tens of thousands of screws for a low rise, cumbersome and often times inaccurate alignment of panels to panels and overall, increase worker fatigue and potentials for injury on site.
[0039] The present embodiment of the invention approaches the assemblage as a systems-based approach and looks at the entire system from a holistic perspective, using connectors and panel sizes to eliminate or severely reduce the amount of heavy equipment required for installation, facilitating use of less fasteners on site, reducing worker fatigue, increasing worker safety and increasing efficiency of overall construction schedules by at least 50%.
[0040] Figures land 2 are schematic diagrams illustrating cold formed steel framed panel assemblage system, according to embodiments of the invention. The panels are a composite of load bearing cold formed steel structural members (i.e tracks, studs, transoms, cross bracing ties for lateral stability) and bespoke connectors which connect the panels together. All panels are preassembled in the factory and are standardized as to floor, wall, ceiling, roof, door and window panels (refer to FIGS. 3-13).
[0041] Each standardized panel is comprised on a cold formed steel framing structure with cavity insulation, external shear panels, external insulation (located on the exterior of panels, FIGS. 7, 10 and 13), water proofing vapor barrier, a modular clip-on faade substructure and a modular interior clip-on system for attaching interior wall and ceiling finishes. Faade panels and interior finish panels are installed on site with the substructure pre-mounted onto the faade and interior finish panels for quick installation on site, minimizing the fasteners required (FIGS. 3, 4, 7, 8 and 11). All on site assemblage makes use of bolt and screw fasteners and requires no welding.
[0042] The connectors form a component part of the assemblage process, allowing for accurate alignment on site and quick installation (refer to FIGS. 14-18), helping to provide solutions for issues that commonly occur in situ when aligning panels to be fastened to each other, reducing injury on site by reducing the complexity of assembling many component parts on site, allowing for upgrades to panels post construction through the novel connectors that accommodate quick dis-assemblage and accommodating upcycling and recycling of panels once the building has reached its lifecycle and its use is obsolete (FIGS. 14, 15, 16, 17, 18 & 19).
[0043] The panel sizes eliminate the need for heavy equipment (such as cranes) while reducing the complexity of installation on site (i.e. less parts to inventory, track and store on site while waiting for use in assemblage) as well as lower the overall building construction carbon footprint by elimination of the need for welding on site, minimizing the amount of transportation required to transport panels from the factory to the construction site through use of flat pack, panels which are smaller in size (FIGS. 3, 6, 9 and 12) and which more efficiently pack into containers or trucks, reducing the overall amount of volumetric shipment required and reducing the amount of fuel needed for transportation and for operating heavy equipment for installation.
[0044] The standardized wall panel framing (FIGS. 5, 6 and 7) make use of a bespoke bracket that helps with alignment of connection of the panels, reduces stress on screws through the design of a corner connecting bracket (FIG. 7, Bracket Detail) which reduces the amount of shear stress on individual screws or bolts by distributing the shear stress across the entire bracket plates thereby reducing the amount of stress on the screws and through increasing the accuracy of the corner alignments between the panel tracks and studs.
[0045] The standardized window and door panel framing utilizes the same principle of the wall framing by way of the corner connecting bracket (FIG. 7, Bracket Detail) while also utilizing a transom (FIGS. 10 and 13) at the top of the window frame to transfer vertical loads from the panels above to side jam studs.
[0046] The standardized floor panels use CFS, c-channel joists which are connected together at either end, a CFS c-channel cap with bridging channels for lateral stability and end L brackets (FIG. 18, C7) for corner alignment and corner rigidity. Connections may be fastened with screws or welded in the factory (FIG. 4.2). The floor joists are connected or hung from load bearing wall panels on either side (FIGS. 2 and 4.1) by a combined Joist Hanger and Vertical Panel Tie (FIG. 16). The Hanger (FIG. 16B) may be preinstalled in the factory to the load bearing wall, window or door panels (FIGS. 5, 8 and 11) and connected on site to the floor joist (FIGS. 4, 4.1 and 4.2) by screw fasteners.
[0047] The standardized pitched roof panels use CFS, c-channel joists which are connected together at either end, a CFS c-channel cap with bridging channels for lateral stability and which are connected at the base (to the load bearing wall panel) by a Roof Joist to Load Bearing Wall Connector (FIGS. 2 and 15) and at the apex of the roof by a Pitched Roof Joist Connector (FIG. 14). The CFS roof panel may be fastened with screws or welded in the factory (FIG. 3.1).
[0048] The Pitched Roof Joist Connector (FIG. 14) is comprised of 2 side flanges (FIG. 14, A) with a series of bridging channels (FIGS. 14, B and D) and bracing c-channels (FIG. 14, C) for lateral stability and is installed on site. This connector mitigates the need to cut the roof joists at angles at the apex where the roof panels connect, providing more precise alignment and easier installation on site by hand using screw fasteners. The Roof Joist to Load Bearing Wall Connector (FIG. 15) utilizes the same principles as the Pitched Roof Joist Connector (FIG. 14) and is comprised of 3 flanges (FIG. 15, A), uses bridging channels (FIG. 15, B) and a base track (FIG. 15, C) and may be installed in the factory as a part of the Roof Panel (FIGS. 2 and 15).
[0049] Both load bearing wall panels and roof panels make sure of external ties (FIG. 17, C8), (FIG. 18, C5), (FIG. 19. C4). The external ties are not load bearing and function as connectors which tie load bearing wall to other load bearing wall panels, to window panels, to door panels (FIGS. 2 & 18), to roof panels (FIG. 17) and to adjacent, perpendicular corner load bearing wall, window and door panels (FIG. 2, FIG. 19).
[0050] The Generative Digital Toolkit (FIG. 20) is an integrated management software platform which increases the efficiency across the entire design construction value chain, automating building design through use of a catalog of parts for the CFS structure, including: MEP systems (mechanical, electrical, plumbing), panel materials (i.e. shear board, insulation, interior wall finishes, exterior faade finishes, window types and dimensions, door types and dimensions)(FIGS. 3, 5, 8, and 11), city utilities hook ups information and locations (i.e. power, water, sewage, IOT) and interior cabinetry. The digital toolkit is based on inputs (FIGS. 20, 1 and 2) which are analyzed by a computer algorithm that outputs 2D and 3D CAD files, including: structural loads and drawings, building massing and envelope, building panel detail (i.e. floor, walls, doors, windows, roof), panel assemblage, materials indexing (including volume and mass of materials). The 2D and 3D CAD files output can be used by the EOR (engineer of record) and AOR (architect of record) for building submissions and approvals and by both the CFS manufacturer and panel assembly manufacturer. Platforms for generative building design are available from HYPAR, for example. (See, www.hypar.io). A person having ordinary skill in the art after having read this disclosure will know how to implement the inventive toolkit described herein on such a generative building design platform.
[0051] Information for each project site is entered (input) as data (FIG. 20, 1), including site survey information (Geotech survey info (i.e. soil and substrate data) and site boundaries), zoning information, including, but not limited to, height restrictions, adjacent site factors and constraints, urban planning zoning constraints (i.e. types of program, local and regional specific building requirements and constraints such as GFA (gross floor area) limits as stipulated by program and exemptions for certain types of program, etc.)).
[0052] Information for the building design constraints (FIG. 20, 2) are entered including building envelope dimensions (i.e. site boundary length, width and height measurements), number of windows, doors, variables such as pitched or flat roof, number of floors, inclusion of vertical transportation (i.e. elevators), GFA, NUA (net usable area) and efficiency targets.
[0053] The Generative Digital Design Toolkit (FIG. 20, 3) overlays additional data for structural loads, CFS engineering structural criteria (based on load calculations and CFS manufacturers profile specifications including track, stud and joist profile dimensions and gauge of steel and input as a series of constraints and variables) and architecture design data (building structural grid spacing, program plan layout requirements, interior and exterior finish materials and kitchen cabinetry requirements, restroom/WC requirements and other design specifications). All materials (i.e. structure, material finishes, insulation, shear panels, water proofing vapor barriers, flashing) are entered as a series of component variables.
[0054] An integrated 2D and 3D virtual model is generated from the information input (FIG. 20, 3), with 2d floor plan layouts corresponding to the 3d building model and vice versa. Adjustments for the size and locations of windows, doors, walls, floor panels, roof panels can be made by adjustments to the 2D or 3D drawing.
[0055] Once the building design is complete, the Generative Digital Toolkit compiles this information and outputs it as BIM and CAD digital files (FIG. 20, 5) for use by the EOR, AOR, CFS manufacturer, panel manufacturer and to prospective construction managers (CMs) and general contractors (GCs) as a part of, for example, a tender bidding process. All production of standardized panels (i.e. floor, walls, doors, windows, roof) are output in an excel file type of format for cargo shipment logistics tagging and tracking.
