A panel may be configured with panel mounts by forming a panel connector accepting slot in the panel and then locating connector mounts in the slot. In another embodiment, a panel may be configured with panel connector mounts by milling a panel to leave areas of panel material which form the mounts and milling the panel behind to connector mounts to define areas for accepting portions of the panel connector. Panels having the defined connector mounts may be connected by one or more panel connectors which engage the connector mounts.

A method of making a concrete panel board is provided. The method includes the steps of: (a) providing a substrate; (b) applying a primer layer to the substrate; (c) drying the board after step b; (d) applying a thinset mortar layer to the primer layer; (e) drying the board after step d; (f) applying a plaster layer to the thinset mortar layer; (g) drying the board after step f; and (h) applying a sealant layer to the plaster layer.

An outer covering of a building includes anchor bolts configured to extend outwardly from an exterior side of floor support structures of the building, a plurality of anchor plates that adjustably mount to the plurality of anchor bolts, and a plurality of spandrel units that mount to an exterior side of the plurality of anchor plates. Each of the plurality of spandrel units includes a first mounting structure that receives a first outer covering section from above and supports a dead weight and lateral load of the first outer covering section via a corresponding one of the plurality of anchor plates and associated anchor bolts, and a second mounting structure configured to rotationally receive a second outer covering section after dead weight of the second outer covering section is loaded on an adjacent spandrel unit located below that one of the plurality of spandrel units.

The present invention is directed to a multi-purpose panel member which may be utilized as any surface or support beam in a structure. In a preferred embodiment, the panel may be extruded monolithically from aluminum. Also disclosed are systems for assembling structures from the panels utilizing a plurality of other components, which are also preferably extruded from aluminum.

A render layer for a building comprises a honeycomb core of nonwoven polypropylene web, and a cementitious material fully filling the cells of the core, wherein (i) the nonwoven web has a porosity of from 5 microns to 600 microns, (ii) the core has a cell size of from 5 mm to 200 mm, (iii) the expansion and contraction across the plane of the core is greater than the expansion and contraction of the cementitious material filling the cells of the core, and (iv) the cementitious material is partly impregnated into the cell walls of the core.

A shear connector for use with insulated concrete panels. The shear connector comprises an elongated core member that includes a first end and a second end, and a flanged end-piece removably secured to one of the first end or the second end of the core member. At least a portion of the flanged end-piece includes a maximum diameter that is larger than a maximum diameter of the core member. The shear connector is configured to transfer shear forces.

Systems and methods are described herein for a composite building panel for use in a panelized structure. In some aspects, a composite building panel may include: a core defining a channel formed via subtractive manufacturing; a utility conduit placed or formed in and bonded to the channel and enclosed by the core, where the utility conduit exits the core along a first mating edge of the core; and first and second skin elements bonded to the core to form a layered structure. In some cases, the layered structure may also include a reinforced block coupled to at least the first fiber-reinforced skin element and defining part of the first mating edge, where the reinforced block defines a first portion of the first mating edge for mating with another composite building panel of the panelized structure.

A wall structure with a first dampening element (A) includes at least one layer (20,20a-c) configured to form an acoustic inner surface and/or to dampen sound; a first stopping element (B) including at least one layer (30) configured to stop sound; a second dampening element (C) including at least one layer (40,40′,50) configured to form an acoustic inner surface and/or to dampen sound; and a second stopping element (D) comprising at least one layer (60) configured to stop sound; wherein the layers of the first (A) and second (C) dampening element comprise porous and/or open cell material.

A wall panel system includes a first wall panel, a second wall panel, and a joint member that couples the first wall panel to the second wall panel. The wall panel system also includes an upper mounting assembly that couples to the first wall panel and the second wall panel such that the upper mounting assembly pivots with the first wall panel and the second wall panel.

Building structures can be fabricated at an offsite, and then assembled at the construction site. The building structures can include beams and wall panels having metal attachments. The beams and wall panels can be assembled by coupling the metal attachments, for example, by welding.