Abstract: Precast wall systems and methods for constructing a high-rise building using the precast wall system is disclosed. In one embodiment, the system includes a plurality of interconnected precast panels, each having a top end plate, a bottom end plate, a plurality of vertical bars disposed between the end plates and a cementitious material encasing the vertical bars and defining a plurality of sides of the respective panel. A first of the precast panels has a first column member half defining a right side of the first panel, a second of the precast panels has a second column member half defining a left side of the second panel such that, when the right side of the first precast panel and the left side of the second precast panel are disposed horizontally adjacent to each other, the first column member half and the second column member half collectively form a column member.

Abstract: An adjustable header having a first header piece and a second header piece, which are attachable to each other by a connector.

Abstract: A connecting element is provided for connecting an essentially vertically arranged or arrangeable upright for a non-bearing wall structure with an essentially horizontal bar, in particular a steel profile with a U-shaped cross section, preferably a ceiling profile, to allow a sliding compensation movement in essentially the vertical direction, and with at least one fastening section for fastening to the bar or the preferable ceiling profile of a load-bearing or non-loading-bearing ceiling structure and with a least one sliding guide for the upright.

Abstract: A barrier cable coupler for coupling two lengths of barrier cable comprises a coupler body including a threaded inner surface, a first end, and a second end; a fixed retaining collar having an outer surface and being retained to the first end of the coupler body, the fixed retaining collar including a tapered inner surface; one or more fixed end wedges positioned within the tapered inner surface of the fixed retaining collar; a tensioning retaining collar having an outer surface, the tensioning retaining collar positioned at least partially within the second end of the coupler body and including a tapered inner surface; one or more tensioning end wedges positioned within the tapered inner surface of the tensioning retaining collar; and a tensioning nut including a threaded outer surface engaging the threaded inner surface of the second end of the coupler body and retaining the tensioning retaining collar therein.

Abstract: Fixed-tilt solar arrays constructed from screw anchors. In some cases, purlins are attached directly to truss legs. In others, they are attached to truss caps joining the free end of each truss leg. In still further ones, screw anchors are driven in rows and interconnected by a pair of hinged members, one of which provides a mounting plane for solar panels. Each screw anchor may serve as a connection point for the trailing hinged member of the first foundation and the leading hinged member of the next foundation. In still further cases, a hinged truss cap may be used to accommodate different tilt angles with the same foundation.

Abstract: A wall block having a block body and a vertical plane of symmetry. The block body having a front portion, a rear portion and a neck portion. The wall block including a core extending through the neck portion and dividing the neck portion into first and second neck wall members extending rearward from the front portion to the rear portion. The wall block having a flange extending downward from the block body. The wall block having a channel positioned in the rear portion of the block body. The wall block having a first plane parallel to the plane of symmetry that passes through the first neck wall member and a second plane parallel to the plane of symmetry that passes through the second neck wall member, the first and second planes being located approximately midway between the plane of symmetry and the lateral outermost points of the wall block.

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: Various examples are provided related to mobile segmental rail foundation systems, and their assembly, deployment and use. In one example, among others, a mobile rail foundation system includes a segmental rail foundation including a plurality of anchor assemblies and at least one sectional spacer rail assembly configured to detachably attach adjacent anchor assemblies to form the segmental rail foundation. The anchor assemblies can be coupled to soil anchor assemblies and/or hold down assemblies to secure the segmental rail foundation in position. The soil anchor assemblies can include helical pile soil anchor assemblies and the hold down assemblies can include forked hold down plate or brackets secured by anchor bolts.

Abstract: Mounting a solar panel system includes installing a skirt to a roof in a predetermined position, the predetermined position guiding an alignment for additional components installed in the solar panel system; integrating a solar panel with a flange of the skirt, wherein the skirt supports a portion of the solar panel; determining if a width of the solar panel system will be increased; installing an additional skirt to which an additional solar panel is attached in response to determining that the width of the solar panel system will be increased; determining if a length of the solar panel system will be increased; and integrating an additional solar panel with a flange of a previously installed solar panel via a mount interface in response to determining that the length of the solar panel system will be increased.

Abstract: The disclosure presents a composite conduit formwork structure which includes a cylindrical outer casing adapted to bond with a cylindrical inner casing which are maintained at a fixed distance apart by a plurality of radial stanchions. The inner casing and outer casing form an interior void which is filled with concrete during manufacture. The outer casing and inner casing remain in place to protect the structure once completed. A novel method of assembly is also provided whereby radial stanchions are rotated between the outer casing and inner casing. All of the components in a preferred embodiment are formed of a fiberglass material.

Abstract: A wall structure and a method for forming a wall structure is provided using three-dimensional printing of extruded building material applied to a surface of a building structure. According to one embodiment, the wall structure includes a pair of outer wythes spaced from an inner wythe. The outer wythes can include a core extending between the pair of outer wythes and toward the inner wythe. A protrusion can also extend toward the inner wythe a spaced distance from the inner wythe or entirely toward and adjoining the inner wythe. The core is configured with an inwardly facing spaced opposed surfaces of the outer wythes surrounding a vertically extending rebar, with grout surrounding that rebar. Horizontally extending support pins can be spaced parallel from each other and extend from the protrusions and into the inner wythe.

Abstract: A seat moving machine comprises a passenger seat assembly disposed in between opposing seat supports which raise and lower the passenger seat assembly. One or more passenger seat beam rotators are operative to rotate the passenger seat assembly to change the pitch independently of the raising and lowering. In embodiments, rather that the seat rows being pivoted up with a rotating floor, a rotate function alters their mutual positions to one another while the lift function is taking place which brings the back seat rows up and over the front seat rows, allowing control over mutual row position during lift and in the show. Though no cables are involved, by combining the motions of lift and rotate and without any further equipment, an immersive theater system comprising the seat moving machine still employs seating that is suspended.

Abstract: A burial vault system and burial vault kit arrangement include a first pair of lateral sides; a second pair of lateral sides; a base having a length and a width configured to releasably receive the first pair of lateral sides at opposing ends of the length and configured to releasably receive the second pair of lateral sides at opposing ends of the width; the second pair of lateral sides each defining an inner surface, the inner surface defining at least one channel extending partially along respective heights of the lateral sides; and at least one adjustable crossbar configured received within the channel to span to brace the second pair of lateral sides to resist compression and support a casket each crossbar including at least one end cap adjustably received on an end to allow a length adjustment. A method of assembly is also disclosed. A kit assembly of the burial vault is presented.

Abstract: A building foundation structure includes a ground improved body obtained by improving a surface layer ground, and foundation concrete placed on the ground improved body on site. The foundation concrete located below a building pillar has an upper part and a lower part having different shapes. The lower part has a reverse trapezoidal sectional shape in a cross section taken along a vertical plane including a horizontal direction perpendicular to a horizontal line connecting building pillars adjacent to each other. The upper part has a brim portion protruding in the first horizontal direction from a side edge at an upper end in the sectional shape of the lower part.

Abstract: A fence stake includes a horizontal rod and a plurality of vertical rods attached to the horizontal rod or integrally formed with the horizontal rod. The plurality of vertical rods includes a set of capped rods and a set of capless rods. The set of capped rods and the set of capless rods alternate along the horizontal rod. Each capped rod includes a body portion, a cap tapering into the body portion, and a tapered end. The tapered end of the capped rod is a sharp end in one implementation. The plurality of vertical rods is perpendicular to the horizontal rod. A plurality of vertical rods includes rods of the same length. The rods are in the shape of a cylinder, a prism, a triangular prism or an oval prism, and made of metal or synthetic materials.

Abstract: The disclosure relates to a roof covering element, a solar roof covering element, to an assembly of solar roof covering elements, and to a method for producing a solar roof covering element. A roof covering element and a solar roof covering element are to be provided for a solar roof system, which can be produced by means of a cost-effective mass production process and which enable a simple and cost-effective roof mounting.

Abstract: The disclosure presents a reconfigurable composite floor formwork which defined by a plurality of interlocking fiberglass panels formed into profiles which may be moved and adapted to provide a concrete form for a floor or ceiling. All of the components in a preferred embodiment are formed of a fiberglass material.

Abstract: The disclosure presents a formwork system which utilizes Fiber Reinforced Polymer (FRP) panels to create modular segments to form and reinforce concrete subgrade structures. The segments may be rearranged and bonded together to conform to intended dimensions of many subgrade structures. The segments are manufactured by cast molding, bonding or vacuum forming. The segments may include integrated FRP stanchions to prevent deflection of the panels during concrete placement. The stanchions also may be used for positioning structural steel or FRP rebar. FRP bars are permanently bonded to the interior sides of the panels inside the segments. In use, the assembled segments are filled with concrete. After the concrete is cured, the segments remain in place and function as external protection and reinforcement for the cured concrete.

Abstract: A post coupler expands laterally. The post coupler includes a first member that is hollow and has a first slanted face. A second member is also hollow and has a second slanted face that is abutted with the first slanted face. A rod extends through the first and second members; the rod has a head that is disposed at a head end and threads disposed at a thread end. A nut is engaged with the threads, and rotating the nut causes the first member to extend in a first lateral direction and causes the second cylindrical member to extend in a second lateral direction opposite the first lateral direction.

Abstract: A combination of a plate and lateral stabilizers is provided. The present invention's main use is in conjunction with a regular fence post spike to support a fence installation so as to add strength against high wind or when the fence is installed in soggy alluvial soils, but the same invention can also be used on sign posts, telephone posts and the likes. This is accomplished by the shape of the device transferring lateral wind forces into vertical downward force to the ground. The lateral stabilizer are so efficient that it can even support a surface mounted post that has no ground embedded spike. The present invention could even allow for a post to simply rest on the ground without any in ground spike, all depending upon the intended use of the post.