Abstract: A railing bracket including a cup having a bottom wall, a first side wall, a second side wall disposed opposite the first side wall, and a notch. The first side wall defines a first countersunk through hole configured to receive a fastener. A U-shaped cap has a top wall, a first lateral wall, a second lateral wall, and a tab. The first lateral wall is configured to cover a head of the fastener and the notch is configured to receive the tab.

Abstract: A truss foundation for single-axis trackers that distribute forces into the foundation through the torque tube. A truss adapter joins a pair of adjacent truss legs driven at angles to one another on either side of a tracker row so that the legs are perpendicular to the tracker torque tube. A third leg aligned with the torque tube is connected to the adapter to help resist axial forces in the torque tube. One or more collars placed on either side of a torque tube bearing include set screws to prevent axial slippage of the torque tube.

Abstract: Disclosed herein are system, method, and computer program product embodiments for Computer-Aided Design (CAD) system add-ins configured to receive a CAD file of an assembly drawing, analyze the CAD file to extract part components located within the assembly drawing and add the extracted part components to a part component list of the assembly drawing. The system subsequently filters, based on a set of vendors sourcing the extracted part components, the part component list to identify specific vendors sourcing one or more of the part components or equivalent part components and determines availability of the part components for each of the identified specific vendors. The system subsequently generates, based on the availability of the part components, vendor-specific part component lists for each vendor with the availability, converts the vendor-specific part component lists to purchase orders and communicates the purchase orders to a corresponding one of the vendors.

Abstract: A reinforcement structure includes compound trusses placed horizontally symmetrically, and each compound truss is constituted by a first truss and a second truss. Each first truss has: a vertical side; a first inclined side extending obliquely downward from an upper end of the vertical side; and a second inclined side connecting between the vertical side and a lower end of the first inclined side. Each second truss shares the first inclined side with the first truss and has: a horizontal side extending horizontally from the upper end of the vertical side; and a second inclined side connecting between a tip end of the horizontal side and the lower end of the first inclined side. Each compound truss is coupled to the construction in a state where the vertical side is along an inner side surface of the construction and the horizontal side is along a ceiling surface of the construction.

Abstract: A reinforcement structure includes compound trusses placed horizontally symmetrically, and each compound truss is constituted by a first truss and a second truss. Each first truss has: a vertical side; a first inclined side extending obliquely downward from an upper end of the vertical side; and a second inclined side connecting between the vertical side and a lower end of the first inclined side. Each second truss shares the first inclined side with the first truss and has: a horizontal side extending horizontally from the upper end of the vertical side; and a second inclined side connecting between a tip end of the horizontal side and the lower end of the first inclined side. Each compound truss is coupled to the construction in a state where the vertical side is along an inner side surface of the construction and the horizontal side is along a ceiling surface of the construction.

Abstract: A construction for a boom such as a dragline boom provides a spade plate that connects lacing members to a main chord at a cluster. The spade plate is curved. One edge of the spade plate has tabs attached to the lacing members. Another edge of the spade plate is attached to the main chord. The spade plate may be applied for new construction or repair.

Abstract: A structural frame includes a plurality of members formed from fiber reinforced polymer. A pair of the members are arranged to engage one another at a first joint. The joint includes a notch that is provided in an outer surface of the first member of the pair of members and which is arranged to receive an end portion of the second member of the pair of members.

Abstract: A yield link connection for use in bracing structures against lateral loads, the connection comprising a first structural member fixed to a base or foundation, and to which a yield link is connected. The yield link connects the first structural member to the structure in need of bracing. The yield link is created by cutting out a portion of material from a standard rolled steel structural section. The shape and dimensions of the cutout are designed so that the remaining elements of the yield link become separate bending elements. These separate elements behave as fixed-fixed members with predictable yielding, creating four plastic hinge zones around the cutout. High hysteretic damping is achieved through designing the cutout so yielding occurs in a large amount of the steel volume remaining adjacent to the cutout. The cutout is further designed so that yielding occurs in the yield link before it occurs in the first structural member.

Abstract: The present subject matter is directed to a lattice tower covering and/or assembly for a wind turbine. The lattice tower assembly includes a plurality of structural members connected together to define an open lattice tower. The structural members include a plurality of supports and a plurality of inner and outer cross-support members. The inner and outer cross-support members are connected between the supports so as to define one or more openings. The lattice tower assembly also includes a tower covering having one or more panel elements retained in position between the supports. Further, the panel elements are configured with an exterior side of the outer cross-support members so as to cover at least a portion of one or more of the openings. In addition, the lattice tower covering includes a surface area defined by the plurality of supports and the one or more panel elements.

Abstract: The present disclosure relates to shelving systems and methods that are adaptable to a number of applications, including building heating, ventilation, and air conditioning (“HVAC”) systems, shelving units for holding children's games and toys, closet organizers with hangers and shelves, storage systems in a garage or workshop, storage shelves over a garage door, and as a shelving unit for audio and visual equipment. The shelving unit includes a means for attachment to an overhead member, such as a steel beam, wood rafter, wood joist, wood beam, or ceiling, a generally J or L shaped bar, the ability to raise or lower the J or L shaped bar to provide for storage at different heights, an extension member removably coupled to the J or L bar, and wherein the extension member has a length that provides for storage space of different widths. In another aspect, an inverted shelving stand is provided. In still a further aspect, a U shaped swiveling hanging unit is provided.

Abstract: A method of constructing a modular, commercial unit includes arranging components of said commercial unit in separate modules, each of the separate modules having a frame assembly. The modules are then transported to a predetermined location where certain of said separate modules are connected together, via the frame assemblies, to form an operation superstructure. The components are not removed from the separate modules prior to the separate modules being connected via their respective frame assemblies.

Abstract: A linear construction truss comprising a hollow shell with a square cross section and a core composed of linked tetrahedra, and a method of manufacturing of said linear construction truss.

Abstract: A method of final assembly for constructing homes from substantially planar floor and wall sections. The method includes assembling a house from floor and wall sections in a final-assembly section of a final assembly facility. The final-assembly section is at an intersection of a crane section that is adjacent to a final assembly line. The crane section has at least one roof assembly area used for assembling the roof. The final assembly line further has a plurality of additional stations within the final-assembly section that are in-line with the at least one station. The method also includes lifting a roof assembled in the roof assembly area onto the house, and further finishing the house at each of the plurality of additional stations.

Abstract: A method for installing an interior structure for a mobile platform is provided. The method may involve carrying a lightweight collapsible frame through a man-door of a mobile platform while the collapsible frame is in a collapsed state. The collapsed frame may then be expanded to provide at least a portion of a load bearing frame for a mobile platform interior structure. A plurality of interchangeable panels may be attached to the collapsible frame to form interior surfaces of the mobile platform interior structure.

Abstract: Embodiments of the invention provide a number of passive and active defense designs and methods that enable a wind turbine to escape high wind events. The disclosure includes descriptions of multiple designs and methods for lowering the elevated portion of a wind turbine. Other embodiments of the invention concern ways to connect the elevated portion of a wind turbine to the tower. Numerous counterweight systems are also disclosed which enable the lowering of the elevated portion of the wind turbine.

Abstract: A fitting for channel framing includes a coupling component and a washer secured to the coupling component. At least a portion of the coupling component has a generally dovetail cross-sectional shape configured for reception in an external fitting groove of the channel framing. The washer engages outside surfaces of a second side of the channel framing at opposite sides of the external fitting groove when the coupling component is received in the external fitting groove.

Abstract: A conduit clamp for securing a conduit component to channel framing includes first and second jaws each having opposite first and second end portions. The first end portions of the first and second jaws are configured for securement to one another, such that first and second jaws generally oppose one another and the second end portions of the first and second jaws are free from attachment to one another, to define a conduit receiving space between the first and second jaws. Each of the first and second jaws includes a coupling component at the second end portion thereof having a generally dovetail shape configured for reception in an external fitting groove of the channel framing to attach the conduit clamp to the channel framing.

Abstract: The present invention involves the provision of a truss assembly and method which includes components that have segments pre-connected in a manner that allows the connected parts to be collapsed for packaging and shipping with the other components of a shed or the like.

Abstract: A pre-plating station may include an automated pre-plating device configured to receive a cut truss member and at least partially fasten a connector plate to a portion of the truss member based on truss design data prior to communication of the truss member to a truss assembly location.

Abstract: Systems and methods directed to the art of connectors and assembling structures, such as securing rail members together to form an assembled structure. A connector system capable of inducing a clamping stress in a connector and thereby securing at least one rail within the connector. The connector has a plurality of channel openings and a plurality of brace members, extending outward from the connector and between the plurality of channel openings, each brace member has at least one brace aperture therethrough, and each brace member faces one other brace member with the respective brace member apertures aligned.

Abstract: The present invention provides an apparatus for manufacturing a truss structure using multi-point pins, a method of manufacturing a truss structure using the apparatus, a truss core sandwich panel having the truss structure, and a method of manufacturing the truss core sandwich panel. The apparatus includes a metal plate, clamps, an upper die and a lower die. The clamps hold the metal plate. The upper die has upper multi-point pins which press the metal plate downwards. The lower die has lower multi-point pins which press the metal plate upwards. The metal plate has first and second points that respectively correspond to the upper and lower multi-point pins. The first points are extended downwards by the upper multi-point pins, and the second points are extended upwards by the lower multi-point pins. Thereby, many symmetrical sides are formed in the truss structure, thus increasing the stability of the truss structure.

Abstract: An implementation of a truss configuration disclosed herein includes a plurality of trusses, each including a top chord, a bottom chord, a plurality of exterior braces, and a plurality of interior braces, wherein length of each of the plurality of exterior braces is substantially similar and wherein the angle between each of the exterior braces and the top chord is substantially similar. Furthermore, length of each of the plurality of interior braces is substantially similar and wherein the angle between each of the alternate interior braces and the top chord is substantially similar.

Abstract: A method includes acquiring a first structural component conforming to a design, producing a first vehicle including the first structural component, and transferring possession of the first vehicle with the first structural component having a first set of mechanical properties. The method further includes acquiring a second structural component conforming to the design, subjecting the second structural component to a heat treatment process so that the second structural component is characterized by a second set of mechanical properties different from the first set of mechanical properties, producing a second vehicle including the second structural component, and transferring possession of the second vehicle with the second structural component having the second set of mechanical properties.

Abstract: A modular truss system includes six-way box connectors to which truss beams can be bolted and pinned together in a wide variety of configurations and to any or all of the six identical faces. Each box connector face and each truss beam endplate is fitted with matching center holes for bolts and spring pin arrangements on the peripheral corners. These make aligning and attaching the truss beams and box connectors to one another a quick and simple job that does not require any tools. The truss beam endplates have one or more spring pins and a center hole that matches the ones in each of the six faces of the box connectors.

Abstract: Method for continuously producing a mesh-type support by welding a lower member arrangement, which comprises at least one lower member, in particular two lower members, and an upper member, which is arranged at a specific height in relation to the lower member arrangement, and has at least one diagonal member running back and forth between the at least one lower member and the upper member, in particular in a zigzagging form, wherein the welding of the at least one lower member and the upper member to the at least one diagonal member is performed by means of a lower-member welding device and an upper-member welding device, wherein the height of the upper member in relation to the lower member arrangement is changed during the continuous production of the mesh-type support. The invention also relates to a device for carrying out the method.

Abstract: A positioning assembly for a composite structure. An illustrative embodiment of the positioning assembly includes at least one vertical carriage support, at least one vertical carriage carried by the at least one vertical carriage support, at least one vertical motor drivingly engaging the at least one vertical carriage, a transverse carriage support carried by the at least one vertical carriage, a riser block carried by the transverse carriage support and at least one horizontal motor drivingly engaging the riser block.

Abstract: Disclosed is a truss, having an upper and lower chord member each extending in generally the same longitudinal direction and in spaced apart relation. The truss also includes a plurality of web members each with a first and second end, the web members including a crimped portion at the first and second end with openings disposed therein, wherein the first and second ends and openings of adjacent web members overlap. A lower chord fastening system extends through the lower chord and through the overlapping openings in the first ends of adjacent web members. An upper chord fastening system extends through the upper chord and through the overlapping openings in the second ends of two adjacent web members, wherein a plurality of lower and upper chord fastening systems are utilized across the entire length of the truss.

Abstract: A lath and method to produce a lath may include furring strand wires with furring bends, transverse wires joined to the furring strand wires to not overlap a furring bend, and a stabilization wire arranged along a serpentine path and joined to the transverse wires.

Abstract: Methods and systems to manufacture bonded corrugation truss-based structures. This allows the ability to change the dimensions of the individual structural features of the corrugations, i.e. thickness of the core, face sheet thickness, relative density of the core, and the alloys. The nodal design which provides ideal stress/strain distribution for in-plane and out-off plane loading. The node has a curved/smooth triple point intersection which in turn can provide best load transfer interface with high integrity/toughness. The bonded corrugation truss based structure can be continuous to any length only limited by the volume of the extrusion billet and the press capacity. An aspect of the bonded corrugation structures may include friction stir welding of the face sheets or any fusion welding of panels with edge members for strengthening allows fabrication of panels of any width and length. Bonding panels enables the fabrication of structures of any width.

Abstract: A method of manufacture of a brick molding system for window frames and door frames includes providing a frame member which is used to form a frame to accommodate a variety of styles of window or doors in accordance with customer requirements. The frame member has a female brick molding attachment receptacle. A plurality of brick molding variations is provided, all of which have a male coupling engageable with the female brick molding receptacle. An order is received from a customer for a selected style of frame with a selected style of brick molding. Lengths of the frame member are secured together to form the selected style of frame and in the process of forming the frame the male coupling of the selected style of brick molding is inserted into the female brick molding receptacle.

Abstract: Disclosed herein is a mechanical coupling arrangement for a lattice support beam having a longitudinal direction and a transverse direction, said mechanical coupling arrangement comprising at least a first chord member, a first diagonal member, and a connector element for joining said first chord member with said first diagonal member, wherein each of said first chord member, said first diagonal member, and said connector element is made of extruded aluminum profile, said connector element comprising at least a first attachment portion having a first contact surface in contact with said first chord member, and a second attachment portion having a second contact surface in contact with an abutment surface of said first diagonal member.

Abstract: Disclosed is a truss, having an upper and lower chord member each extending in generally the same longitudinal direction and in spaced apart relation. The truss also includes a plurality of web members each with a first and second end, the web members including a crimped portion at the first and second end with openings, wherein the first and second ends and openings of adjacent web members overlap. A lower chord fastening system extends through the lower chord and through the overlapping openings in the first ends of adjacent web members. An upper chord fastening system extends through the upper chord and through the overlapping openings in the second ends of two adjacent web members. The upper and lower chord fastening system further includes a saddle member extending over the web-chord junction and secured to the chords to provide additional strength to select connections at opposing ends of the truss.

Abstract: An elongated grid runner, and its manufacture, comprising a pair of overlying metal strips roll-formed together into a shape suitable for use in a rectangular grid to support ceiling panels, one of said strips serving as a visible cap for concealing the other strip forming the main body of the grid runner when the grid member is employed in a completed ceiling, the strips being lanced at each end of the grid runner to lock the cap strip on the main body strip whereby when the overlying strips are simultaneously cut to a finish length prior to finish roll-forming, the ends of the strip are maintained in substantially overlying end-to-end registration where the cap is visible in a finished ceiling.

Abstract: Embodiments of the invention relate to a rigging table system that delivers the members from the cutting station to a location behind the workers at the rigging table, transports the members vertically below the surface of the floor on which the workers stand, horizontally transports the members underneath the floor on which the workers stand, and delivers the members vertically above the surface of the floor in front of the workers for assembly on the rigging table. The members are delivered through the use of systems that drop, slide, lift, and extend the members of the truss to the desired locations using automatic sensors or call buttons.

Abstract: An apparatus for a universal bracket support including an L frame including a short arm coupled at a substantially right angle to a long arm with each having a plurality of spaced holes extending along each corresponding length; and a slider arm including an extension leg having a slide guide coupled on one end of the extension leg, wherein the slide guide includes a plurality of spaced holes and an opening sized to slide over and be secured to the L frame, and a shoe coupled via a pivot coupling to another end of the extension leg.

Abstract: A method of attaching a cabinet assembly to a spa. The method includes providing a frame that has a channel that forms a perimeter. A spa is placed on the frame such that a flange or lip of the spa extends past the perimeter created by the channel. A plurality of slats are then secured between the flange of the spa and the channel of the frame in order to form a cabinet around the spa.

Abstract: A truss assembly station may include a truss assembler. The truss assembler may be configured to enable assembly of a truss from truss members by providing an automatic sequential placement of the truss members based at least in part upon a planned location of pre-plated truss members within an assembled truss. The pre-plated truss members may be truss members including at least one connector plate installed thereon prior to placement at the truss assembly station.

Abstract: A method for constructing a truss includes selecting three or more chord elements (two or more upper chord elements and one or more lower chord elements) and one or more web elements. The selecting of the components includes estimating a first change in length for each of the two or more upper chord elements and estimating a second change in length of each of the one or more lower chord elements, the first change in length and the second change in length in response to changes in conditions to which the truss is exposed. The one or more web elements are selected from the plurality of wood members to compensate for the deformation caused by the first change in length and the second change in length.

Abstract: A fencing/railing assembly adapted to be positioned between a pair of posts and mounted thereto. The assembly includes a plurality of pickets, a plurality of rails extending transverse to the pickets, and one or more pivoting, sliding connectors for connecting a picket to a rail, with the sliding, pivotal connection concealed by the rail. The connector is slidably mounted to the rail and is pivotally connected to the picket. The sliding, pivotal connection allows the pickets to be oriented at greater angles relative to the rails (i.e. it allows the assembly to rack to a greater degree, thereby allowing the fencing/raining to following more-steeply changing terrain or contours). In one embodiment, an elongated connector strip is concealed by the rail and spans multiple pickets. In another embodiment, the assembly includes a plurality of shorter connectors, one for each picket/rail connection.

Abstract: An embodiment of the system for forming a movable slab foundation as comprised by the present invention has a slab foundation, at least one substantially vertical support member, at least one support surface, and at least one support sleeve. The at least one supports sleeve surrounds the at least one support member and is encased within the slab foundation and is capable of movement axially along the length of the at least one support member. The at least one vertical support member is capable of rotation relative to the at least one support sleeve to restrict the movement of the at least one support sleeve downward relative to the at least one vertical support member, thereby maintaining the height of the at least one support sleeve and the slab foundation relative to the at least one support surface.

Abstract: There is provided a method of marking truss systems including the steps of: inputting project/customer data at point of sale into a mass-customized truss system design engine; generating manufacture information by the design engine; providing a plurality of truss members; and marking each of the plurality of truss members with the manufacturing information. In another aspect of the invention there is provided a method of marking truss systems comprising the steps of: determining a plurality of roll formed members for a particular truss system having a plurality of in-plane trusses and out-of-plane members connected to the in-plane trusses; and roll forming, cutting and marking at least a portion of the plurality of roll formed members providing detailed and complete information for: assembling the in-plane trusses; erecting the in-plane trusses; and installing the out-of-plane members.

Abstract: Described herein are solar apparatus support structures, apparatus and systems as well as methods of installing and using the solar apparatus structures, apparatus and systems.

Abstract: Described herein are solar apparatus support structures, apparatus and systems as well as methods of installing and using the solar apparatus structures, apparatus and systems.

Abstract: In the method, grippers are placed on a stationary assembly table and rod-like members forming a wooden construction are laid on the support of said grippers. The wooden construction can be for example a roof truss or a wall frame. The assembly table comprises a vertical fastening plane to which the grippers are fastened. The fastening plane can be made of ferrous material and the grippers can be fastened to the fastening plane magnetically or by means of a suction pad gripper. The fastening of the grippers to the fastening plane, the fastening of the rod-like members to the grippers and the joint connecting the rod-like members are conducted by means of an assembly robot. The joint may be a nail plate joint, a nail, screw or staple joint or a glued joint. From the CAD file of the wooden construction a list of commands controlling the operation of the assembly robot is generated by means of a decompression program. The grippers belonging to the apparatus comprise first grippers and second grippers.

Abstract: A method for manufacturing a honeycomb-structured object having a plurality of through holes having ends thereof plugged, including a step of pressing a plugging material against one end surface of a honeycomb-structured object 70 having a plurality of through holes 70a by a plate 20 to fill one ends of the through holes 70a with the plugging material; and a step of protruding a part of a portion in the plate 20 opposed to the one end surface of the honeycomb-structured object 70 toward the one end surface to pull the other part of the portion in the plate 20 opposed to the one end surface of the honeycomb-structured object 70 and the one end surface away from each other.

Abstract: A device for connecting a framework of lengths of timber includes a number of upper and lower frame sections, as well as a number of diagonals or struts wherein at least one press tool is disposed to fixedly press at least one nail plate over joints between the lengths of timber, and that the press tools are disposed in a portal with a number of upper beams and a number of lower beams on which the press tools are adjustable reciprocally across the framework between a position in which the press tool collects a pair of nail plates, and a position over a joint for fixedly pressing one of the nail plates on the upper side and the other on the under side of the joint.

Abstract: A steel stud construction member for use in supporting structures and having openings and reduced heat transfer characteristics as compared with solid web studs, and having a web defining side edges and an axis, a flange on at least one side edge, openings through said web at spaced intervals therealong, of predetermined size and profile, at least a side portion of said web removed from said opening remaining attached integrally to said web, by bend lines being formed along axes parallel to said web axis. Also disclosed is a composite member (130) made up of two such members (132) joined together. Also disclosed is a method of making such a member (10,40,70,100,130,132).

Abstract: A vented honeycomb structure with a plurality of honeycomb cells arranged in a hierarchical order and having a plurality of truss walls, each truss wall including a plurality of members. The vented honeycomb structure is fabricated by joining a plurality of sheets of trusses using any one of an expansion, a corrugation, and a slotting process. Fabrication can also occur by deposition, casting, additive, extrusion, or aligning and joining methods. The honeycomb cells, truss walls, truss wall openings, and truss wall members can be functionally graded.

Abstract: A system and method of manufacture providing reinforced structurally functional load-bearing members, including but not limited to using thermoplastic materials, such as High Density Polyethylene (HDPE), reinforced such as with an aluminum alloy or carbon fiber core element. Among its possible uses, the present invention has application for provision of structural support members, such as an illustrative I-joist product having a vertical center member preferably comprising HDPE, and top and bottom flanges having structurally meaningful reinforcement. The center member and flanges preferably comprising HDPE provides a relatively hard, durable, substantially weather-resistant structure.

Abstract: A scaffolding beam coupler for coupling a scaffolding pipe and a beam having a flange with two flange sections, the scaffolding beam coupler comprising: at least two spaced-apart jaws engageable with the flange of the beam, each one of the flange sections being engageable with a respective one of the jaws; and at least two transversal members, each one of the transversal members being connected to two of the spaced-apart jaws and at least two of the transversal members being spaced-apart from one another and preventing the connected jaws from moving apart when coupled with the beam. There is also provided a method for manufacturing a scaffolding beam coupler and a method for coupling a scaffolding pipe and a beam.