Abstract: A wall system for a building is provided having a first room and a second room is provided. The wall system includes: (a) a first panel having a first batting material positioned between a first board and a second board; and (b) a second panel having a second batting material positioned between a third board and a fourth board. Further, at least one of the second board and the fourth board is formed from at least one mineral wool board. A building having a first floor, a foundation, and a first floor board area positioned between the first floor and the foundation is also provided. The first floor of the building includes a first room, a second room, and a wall system positioned between the first room and the second room.

Abstract: A top bracket for supporting a safety cable of a vertical climbing fall protection system, the bracket including a base plate and a pivotally deflectable plate that is integrally and pivotally connected to the base plate by a neck. The top bracket may also include an abutment plate with a forward abutment surface that is separated from a rearward abutment surface of the pivotally deflectable plate by an elongate gap.

Abstract: An adaptor for connecting a ground screw to an upright beam of a solar panel support assembly includes (a) a cylindrical connector having an open ground-screw receiving bottom end and a top end, the cylindrical connector having an inner circumferential surface with a diameter slightly larger than that of the ground screw and at least two sets of bolt holes, each set of bolt holes including at least three bolt holes uniformly distributed circumferentially about the cylindrical connector at an axial level, and the at least two sets of bolt holes being axially distanced from one another; (b) an intermediate plate having a top surface and a bottom surface fixed to the top end of the cylindrical connector; and (c) an upright beam connector fixed to the top surface of the intermediate plate and extending upward from the intermediate plate.

Abstract: A system for providing sturdiness to a support post, that includes a stake that is configured to be inserted into the ground such that it is positioned parallel to a support post that is perpendicular to the ground and an insertion-assistance member that is configured to be removably attached to the stake. The insertion-assistance member includes a body, and a lip that extends in a direction that is perpendicular to the body such that a portion of the lip extends beyond the body in the direction that is perpendicular to the body. The lip is configured to receive force and then transmit the force to the stake to drive the stake into the ground. After driving the stake into the ground, the insertion-assistance member is configured to be removed from the stake and the stake is then secured to the support post to provide sturdiness to the support post.

Abstract: A structural panel system formed from a substrate (such as cement board or paper) and structural metal studs (such as lightweight galvanized steel members), where the metal studs are embedded within an insulating core that is formed onto the substrate, where the metal studs are gapped from the inner surface of the substrate to prevent thermal energy from transferring from the substrate to the metal stud or vice versa. In addition, parallel assembly slots may be formed in the gap at the top and bottom ends of each panel assembly to provide connective access to the top and bottom ends of the metal studs for structural connection to the foundation at the bottom or other overhead structure at the top via connective components. The connective components include a bottom U-channel member and a top U-channel member that are configured to fit into the parallel assembly slots.

Abstract: The present application provides a mechanical connector adapted for coupling to a mating element, as part of muntin clip or a two part connector. The mechanical connector includes a body having at least one surface adapted for engaging a reciprocal surface of the mating element, wherein the at least one surface of the body of the mechanical connector slides across and frictionally engages the reciprocal surface of the mating element across a predefined distance during the coupling and decoupling of the mechanical connector relative to the mating element.

Abstract: A retrofit reinforcing structure addition and method for an existing gravity spread foundation for a wind turbine or the like having a central pedestal and a spread section is provided. The retrofit structure addition includes a collar formed around the pedestal of the spread foundation. The collar is formed by a shape sustaining member, such as a CMP, placed around the pedestal to define an annular ring between the CMP and the pedestal that is filled with cementitious material. Radial bolts extend horizontally through the collar and into the side of the pedestal. Soil and/or rock anchor bolts extend vertically through the collar, the spread portion of the foundation and into the underlying soil and/or rock substrate. The radial and anchor bolts are post-tensioned to ensure that the cementitious material of the collar remains in compression and the bolts are always in static tension, strengthening the original gravity spread foundation and extending the fatigue life thereof.

Abstract: A ground mounting assembly includes one or a plurality of posts, each attached to at least one stabilizing plate or scoop pyramid. The post may be driven into the ground and then lifted to deploy plates into a locking mechanism, or driven into the ground by a pile driver with plate held in place, released, and driven further and deployed into a locking mechanism, or driven into the ground and double pounded inside the post to drive reinforcing plate into slotted winglets, or driven, double pounded and rotated to extend the reinforcing plates horizontally from the pole or pile. The post also can used as a mooring in harbors, lakes, or at sea. A system based on a double pounder pile driven mono pole, optionally extendable in length, is also described.

Abstract: A support stand (2) and a foundation system (1) for a building comprising the support stand (2) attachable to a structural beam (3) in which the support stand (2) comprises a pedestal (6) and a beam carrier (7) mounted on the pedestal (6) wherein the beam carrier (7) comprises a wingnut construction defining at least one substantially vertical wing (19,33) connectable with a structural beam (3).

Abstract: A fence post sleeve assembly for facilitating a fence post to easily be removed or replaced includes a post guide which includes a first half that is coupled to a second half. The post guide defines a sleeve to insertably receive a fence post. Furthermore, the post guide is comprised of a rigid material thereby facilitating the post guide to be buried in a post hole without collapsing. In this way the fence post can be inserted or removed from the post hole. A base is attached to the post guide to inhibit the fence post from passing through the sleeve defined by the first half and the second half.

Abstract: An underpinning device for support a structure is provided. The underpinning device is anchored within the ground using a grout or cement. The underpinning device comprises a rod having a proximal rod end and a distal rod end. A first interacting element is coupled to the proximal rod end and is encased in the slab of a building. A second interacting element is coupled to the distal rod end and include a removable tip. Upon insertion into the ground, the tip dissociates from the second interacting element creating an opening at the distal rod end. A fluid, such as grout and/or cement is injected into the pipe and extruded through channels within the rod. The fluid is then allowed to cure thereby anchoring the underpinning device within the ground.

Abstract: A bracket holds a rigid or flexible tube during the pouring of a concrete slab. The bracket has a base and a housing connected to the base. The tube curves around a first tube support on the housing before passing through an opening in the bottom of the housing. The tube and any members inside the tube are cut off so they end inside the housing and are then covered by a housing cap. The base is fastened to a form for the concrete slab. The height of the housing relative to the base is adjusted to place the cap at the planned surface of the concrete slab. After the concrete slab is formed the cap is removed and the cut members inside the housing are connected to other members or devices.

Abstract: A furniture apparatus includes an integrated holder for supporting and securing an air filter system adjacent the furniture apparatus to filter air exhaled between persons at or near the furniture apparatus.

Abstract: The disclosure presents a composite column formwork which utilizes a fiber reinforced polymer (FRP) stay in place container which incorporates horizontally coplanar support chairs bonded to the interior surface, closed ties bonded to the support chairs and a plurality of longitudinal rebar enforcements bonded to the closed ties. All of the components in a preferred embodiment are formed of a fiberglass material.

Abstract: The disclosure presents a composite concrete structure formwork which comprises stay in place fiberglass profiles and reinforcement to form various building and shelter structures. The structures include an interior container maintained at a set distance within an exterior container to form a void. The void is filled with wet concrete which is allowed to cure. All of the components in a preferred embodiment are formed of a fiberglass material.

Abstract: Example aspects of a simulated steel fenestration system, an insulated fenestration system, and a method for insulating a fenestration system are disclosed. The simulated steel fenestration system can comprise a frame, a pane assembly assembled with the frame, and a muntin bar, wherein at least one of the frame and the muntin bar comprise a non-steel material configured to resemble steel.

Abstract: The invention relates to a system for erecting a building structure, the system comprising a foundation for receiving the building structure, and a plurality of inner and outer walls, roof and floor panels, the panels being adapted to engage each other for defining at least one story of the building structure, wherein the foundation comprises a first section and a second section, the first section being adapted to bear the load of the building structure and the second section being adapted to provide access to the interiors of the building structure.

Abstract: A solar array support structure includes a mounting structure extending a length and configured to receive a solar array, an externally threaded pile extension extending from the mounting structure toward a ground; and a vertical pile extending into the ground, the vertical pile including: a pile body extending between a first end and a second end and including a main body extending from the first end, the pile body further including a conical portion extending from the main body to the second end, and a first helical structure extending around at least one of a portion of the main body and a portion of the conical portion. The first end of the vertical pile is internally threaded and has received the externally threaded pile extension. A vertical pile for a solar array support structure and method of manufacturing the same is further disclosed.

Abstract: A modular pipe brace assembly is provided for supporting a concrete wall panel, where the modular pipe brace assembly has a plurality of brace sections that each have a pipe with one of at least two standard lengths and a connection plate attached to each end of the pipe. At least two of the plurality of brace sections are attached together in longitudinal alignment by engaging the connection plates to define a pipe assembly with a desired length. An adjustable shoe assembly is attached to each end of the pipe assembly and is configured to engage a ground anchor or a concrete wall panel. The plurality of brace sections may, for example, include a low-load brace section that has a low-load capacity pipe and a high-load brace section that has a high-load capacity pipe.

Abstract: In a one aspect there is disclosed a formwork wall panel (10) having an operative inner surface (12) to face towards an inner space to be filed with building material and an opposing operative outer surface (14) having a surface finishing component (16) secured thereto. The operative inner surface (12) of the formwork wall panel (10) includes a brace coupling formation (18) operatively adapted to engage a wall panel coupling formation (20) of a brace (22) operatively extending between the formwork wall panel (10) and an opposing second formwork wall panel.