The present invention is a method for accessing a model of a building; selecting a set of wall panels; isolating a plurality of the wall panels, wherein the wall panels interface with another wall panels in a horizontal type interface; selecting members of the wall panels involved in the interface, wherein the interface is identified as a connection between the wall panels; detecting the member type and the interface type; calculating a set of actual values associated with the interface type; comparing the set of actual values with a set of required values and determining the delta of the actual values and the required values; and identifying each interface where the delta is outside a predetermined range.

The present invention is a method for accessing a model of a building; selecting a set of wall panels; isolating a plurality of the wall panels, wherein the wall panels interface with another wall panels in a horizontal type interface; selecting members of the wall panels involved in the interface, wherein the interface is identified as a connection between the wall panels; detecting the member type and the interface type; calculating a set of actual values associated with the interface type; comparing the set of actual values with a set of required values and determining the delta of the actual values and the required values; and identifying each interface where the delta is outside a predetermined range.

A building apparatus, system, and method are disclosed in which a structural core, with a minimal footprint, provide the backbone for building units that are multiples of the size of the footprint of the structural core with minimal additional support. Such units may be combined repeatedly and in various orientations to create more complex systems. The design, configuration, and assembly process disclosed is for a composite structural system that achieves an occupiable space capture through the use of a small footprint 3-D structural box frame that is strong enough to provide the shear strength for multiples of the depth of the frame base from a foundation anchorage merely equal to the size of the structural box frame base. Thus, each structural box frame solves for its own structural performance, or a combination of structural box frames may combine to solve for the combined structural performance. This strategy reduces the structural footprint relative to total occupiable space capture and reduces the number of building parts required to achieve occupiable space capture, which accelerates and simplifies builds, and reduces the staging area demands of construction.

A locking assembly for use in building construction includes a locking body configured to be mounted on a first modular building unit and extend in a first direction away from the first modular building unit. The locking body is configured to receive and engage another locking assembly of a second modular building unit for locating the first modular building unit and the second modular building unit with respect to each other. A locking extension is configured to be mounted on the first modular building unit and extend in a second direction, opposite the first direction, away from the first modular building unit. The locking extension is configured to engage another locking body on a third modular building unit to lock the first modular building unit to the third modular building unit.

A frame using tubular columns and tubular rafters of generally rectangular cross section. Columns are arranged parallel, spaced apart, opposed pairs that are connected by bolted-on girts to form wall frames. Rafters are arranged parallel, spaced apart, opposed pairs that are connected by bolted-on purlins to form roof frames. Inwardly facing sides of columns and rafters have pluralities of castellated holes. Outwardly facing sides of columns and rafters have another plurality of castellated holes. All connections for braces and crane lifts are made in the inwardly facing sides of the columns and rafters. Joints have either a ridge plate or a haunch plates, each plate with two bolt holes that may be pivot holes and additional bolt holes for securing the plates. Base plates have two pairs of parallel vertical spaced-apart flanges, each pair fitting within and releasably attachable to a column. Pairs may be arranged parallel or perpendicular.

A modular configurable multi-purpose system is provided. The system comprises at least one unit that has at least one room. The units are configured into at least one section, and arranged end to end or as called for in the application. A support section, having at least one support unit, may be provided for providing space for working, storage and other services for those working in the system. The system may be configured in numerous combinations to adapt to the immediate needs of the situation, and installed indoors and in the external environment. A method of operation of the system is provided.

A kit for constructing a building may include an intermodal container. The intermodal container may include four exterior walls forming a perimeter of the intermodal container, a floor connected to each of the four exterior walls, and a roof connected to each of the four exterior walls. The four exterior walls, the floor, and the roof collectively define an interior volume of the intermodal container. The kit may also include a plurality of structural building components disposed within the interior volume. When the building is constructed with the structural building components, at least one of the four exterior walls of the intermodal container is repurposed as an interior wall of the building.

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.

Proposed is a method for constructing a relocatable building by using modules, the method including a step a) of preparing a single module and installing a foundation block at a site, a step b) of forming a complex module having one room by assembling at least two single modules with each other on an assembly table near the site, a step c) of lifting the assembled complex module and installing the complex module on the foundation block, and a step d) of installing a roof module on an uppermost complex module and integrally reinforcing the foundation block, the complex module, and the roof module by using a reinforcing means.

Techniques for automatically modulating a physical configuration of a reconfigurable building structure. A reconfigurable building structure may be constructed of physical elements that are movable with respect to one another to facilitate actuating the reconfigurable building structure between a plurality of different physical configurations. The physical configuration of a reconfigurable building structure may be adjusted to accommodate for physical dimensions of an item that is going to be moved into the reconfigurable building structure. For example, a spacing between two shelves may be expanded in response to an order being placed for a large item. In this way, when the item is delivered to a physical address associated with the reconfigurable building structure, various physical characteristics of the reconfigurable building structure may have already been modulated to accept the item.