Abstract: Systems and methods provide for the installation of fasteners in a composite panel with a fastener insert. A fastener insert for a composite panel includes a body and a at least three arms extending from the body. The body has a top face and a central hub extending rearward from the top face. The top face has an outer dimension between opposing edges. The arms extend from the central hub on a rear side of the body. In a retracted configuration, the arms are folded inward toward the central hub so that the arms do not extend beyond the outer dimension of the top face. In an extended configuration, the arms extend outward from the central hub beyond the outer dimension of the top face.

Abstract: A first part having an attachment having an elongated body configured to release from a second attachment of a second part under a desired force, and a method of manufacturing the same is provided. The first attachment includes a generally elongated body extending outwardly from the first wall with respect to the first support surface, the first wall further including at least one indent, the at least one indent formed on the first wall and open to a peripheral side edge of the elongated body, the indent extending into the wall a predetermined depth so as to provide the elongated body with a predetermined resiliency.

Abstract: A deployable structural assembly is provided along with associated deployment mechanisms and associated methods of forming and deploying the structural assembly. In one exemplary embodiment, the structural assembly includes a plurality of structural side elements formed from furlable truss structures. The truss structures may include spaced apart longitudinal members, members extending substantially transversely between the longitudinal members, and diagonal members extending between the longitudinal members at an acute angle relative thereto. A plurality of interlocking elements are located along the edges of the longitudinal members and are configured to engage interlocking elements of an adjacent structural side element. In one embodiment the truss structures may be formed to include at least one material layer having the longitudinal members, the cross-members and the diagonals formed as an integral structure.

Abstract: A blast-proof window and mullion system for sustaining and mitigating an explosion and/or blast to the window and mullion system on a multi-storied building or structure. The window and mullion system includes a blast-resistant mullion having a mullion housing with mullion walls with outer surfaces; and a pressure bar member having a pressure bar housing with an interior wall and a pair of outer walls being connected to the interior wall to form a center channel opening. The outer walls are angled for reducing the space between the angled walls and for reducing the size of the center channel opening for reduction of bullet and/or blast penetration to the interior wall of the pressure bar member. Also, one of the mullion walls of the mullion housing includes a mullion tongue thereon having a pair of tongue extension arms for forming a vertical bolt receiving channel therebetween.

Abstract: A partition system includes a first pilaster and a door coupled to the first pilaster and rotatable from a closed position to an open position. The door is configurable in a first configuration wherein the door is rotatable from the closed position to the open position in a first direction and prevented from rotating in a second direction from the closed position, the second direction opposite the first direction. The door is further configurable in a second configuration wherein the door is rotatable from the closed position to the open position in the second direction and prevented from rotating in the first direction from the closed position. The door is coupled to the first pilaster to define a seam and prevents a line of sight from being established through the seam.

Abstract: Embodiments of the invention provide a foundation for a wind turbine. The foundation includes a section which is partly embedded in a concrete section and a cover which is arranged across an intersection between the embedded section and the concrete section. In that way, intrusion of water between the sections can be prevented effectively, and the lifetime of the foundation can be increased and/or the maintenance costs can be reduced. A method of making a foundation for a wind turbine and a wind turbine with the foundation are also disclosed.

Abstract: A C-type underbracing has developed for installing on a lower portion of a utility pole for firmly anchoring the utility pole. The underbracing is comprised of: a body (12) formed a half-annular or C-shape with a rectangular cross section; a pair of the enlarged end portions (11, 11?) having larger rectangular cross section than that of the body; a pair of the conjunction (17, 17?) for connecting between the body and the enlarged end portions; a hook receiving hole (13) horizontally through a center of the body, and a pair of nut mounting portions (16, 16?) formed flat surfaces for seating the nuts and a pair of slit-shaped holes (14, 14?) for horizontally inserting U-bolts (20) through the body portion, the nut mounting portions and slit-shaped holes disposed both sides of said hook receiving hole, and an earth plate (30) made of conductive material is attached to the bottom surface of the body.

Abstract: An anchoring system to lock posts into housings mounted in the ground, or to lock pipes into housings within holes through walls or foundations uses plastic collets to match post outer profiles to inner housing profiles. The collets have two gently tapered circumferential areas which lock into corresponding tapered areas in the housing. Keys help to lock the post into the collet and in turn into the housing. Customized collets match incompatible posts and housings. The anchored post may be released for re-use, with a security release system that requires the use of special tools.

Abstract: The present invention is directed toward fire-rated wall construction components for use in building construction. The invention provides wall components and systems which have fire-retardant characteristics, as well as wall components which allow for needed ventilation in a building throughout times when no fire is present. Embodiments include tracks for holding studs which incorporate various geometries capable of receiving intumescent material. When the intumescent material becomes hot, it expands rapidly and fills its surrounding area, blocking fire, heat, and smoke from traveling to other areas of a building.

Abstract: The invention is an assembly of abutting vacuum insulated panels configured and arranged to form a retention chamber with a slip surface providing a low kinetic coefficient of friction interposed between the panels within the abutment areas.

Abstract: An article of flashing for a deck includes a channel with a back leg, a first side leg, and a second side leg and further includes an attachment flange fixedly connected to the channel where the channel is adapted to receive decking. A deck flashing system includes a deck with a surface and at least one edge, decking forming the surface of the deck, and flashing extending along the at least one edge, the flashing having a channel adapted to receive the decking. A method of trimming a deck includes erecting deck framing, installing decking on the framing, and installing flashing on at least one edge or the entire perimeter of the deck.

Abstract: A stairway with a finished skirt/fascia board is formed using parallel stringers and tread/riser support brackets spaced and aligned along the stringers. The brackets are temporarily and pivotally attached to stringers and the stringers are moved parallel to and relative to each other to orient the stringers for the slope of the stairway. The pivotal attachment of the brackets to one of the stringers and the unattached stringer is moved into contact with the other stringer at mating faces. The brackets are them permanently attached to the parallel stringers. The mating faces of the stringers form a finished skirt/fascia board for the stairway. Several variations in contoured faces, including tongue and groove contours, for the mating surfaces provide for a smooth and clean looking skirt/fascia board on a finished stairway.

Abstract: A block wall or fence and methods for constructing a block wall or fence with a footing framework encased in concrete to form a footing support structure wherein the blocks of the wall or fence may be laid without first constructing the footing support framework or first enclosing the footing framework in concrete. Additionally, vertical reinforcing members located in vertical columnar cavities within blocks of the wall and/or horizontal reinforcing members located in horizontal channels within blocks of the wall form a reinforcing framework; wherein some or all of the blocks of the wall or fence may be laid before encasing the reinforcing framework and/or the footing support framework in concrete.

Abstract: A beam-like structural component (1) made up of individual parts, comprising a flange (2) and two webs (3, 4) is characterized in that a flange (2) is provided with one web (3, 4) each on its two longitudinal sides, wherein each web is attached to a longitudinal sidewall of the flange (2) preferably by means of an adhesive material, and that the end regions (7) of the webs (3, 4), which end regions are facing away from the flange (2), are planarly interconnected with the surfaces (8, 9) facing each other preferably by means of an adhesive material, wherein the webs (3, 4), in their cross-sections, have in each case the shape of a “stretched S”.

Abstract: Various novel roofing brackets and roofing systems are disclosed. A first embodiment can be considered a roofing bracket to be coupled to a vertical post and a horizontal purlin of a roofing system whereby the horizontal purlin is positioned to support roof panels at a requisite pitch. The roofing bracket includes a reference brace and a clip. The reference brace includes a first brace face positioned planarly parallel with the vertical post and a second brace face extending at an angle angle from the first brace face and positioned planarly parallel with the vertical post. The clip includes a first clip face positioned to be fastened generally flush with the horizontal purlin and a second clip face extending at an angle from the first clip face and positioned to be fastened planarly parallel with the vertical post. The second clip face is coupled to the first brace face at a pivot point such that the clip can be rotated a particular angle relative to the reference brace.

Abstract: The invention relates to a method for laying and mechanically connecting panels in rows parallel to one another. The method includes forming a super panel comprising a first plurality of panels in a first panel row, to be newly laid, the super panel being formed by connecting together second pairs of locking elements in adjacent panels of the first panel row. The method also includes connecting the super panel to a second plurality of panels in an already laid second panel row by working in sections, beginning at an end of the super panel, by utilizing a torsional flexibility of the super panel to engage the first pair of locking elements. During the connecting, the first plurality of panels do not move relative to each other along the second pair of edges.

Abstract: An insulating strip is configured to support two profiles or frames in a spaced relationship. The insulating strip includes a body extending in a longitudinal direction and has at least first and second longitudinal edges. The longitudinal edges are configured to be connected with the respective frames or profiles in a shear-resistant manner. Openings penetrate through one or more walls of the body and one or more struts separate the openings from each other in the longitudinal direction of the body. The body further comprises at least one attachment structure configured to retain a covering profile configured to cover the openings. The covering profile may be integral with the insulating strip body or may be a separate part. A composite structural unit comprises two frames supported in a spaced relationship by such an insulating strip.

Abstract: A modular columbarium has side panels joined to front uprights by bolts on bent front tabs on the front panels and, respectively, the panels are joined to the rear uprights by L-shaped tabs that can be housed in slot in the rear uprights. The bottoms of the front uprights are extended by height-adjustable legs to adapt to any unevenness of the ground, a lower base panel being fastened between the legs. The front uprights are connected to each other by font crossbars, the crossbars comprising a longitudinal guide, whereon blocking elements are positioned that can move laterally along them. The longitudinal guide has slots for the projecting tabs of the front covers to pass through. The guide has central openings wherethrough the blocking elements can be actuated to block or release the front covers.

Abstract: A prefabricated form assembly for making a concrete floor is disclosed. The form comprises an elongated form plate having a front for forming and retaining a flowable concrete material before it sets, anchor elements extending from the back face of the form plate, and being destined to be embedded into the concrete floor; and an L-shaped lintel having a back wall connected to the front face of the form plate and a bearing wall for supporting a masonry wall. Advantageously the construction of a concrete floor adapted to structurally retain a masonry wall using prefabricated form assemblies according to the invention no more requires the use of different groups of workers from different building trades as in the prior art, only one group of workers is required.

Abstract: The invention is a spherical dome consisting of continuous prismatic members in three layers, an outer layer, a middle layer, and an inner layer. The continuous prismatic members follow great circle arcs. The members of the three layers form a three-way grid, crossing at the vertices of contiguous spherical triangles. Three members, one from each layer, are connected together at each vertex with fasteners, such as bolts, rivets, or welds. The continuous prismatic members of each layer can be spaced as desired to provide structural integrity, economy, and simplicity of construction. A tension ring, when required structurally, is provided at the bottom periphery of the dome to resist the vertical and horizontal forces generated by the supported loads. The combined elements provide a simple and economical spherical dome.