Abstract: A building connection between a substantially vertical wall stud and a substantially horizontal bridging member, using a separate and distinct bridging connector that attaches the wall stud to the bridging member. The wall stud is typically one of several sequentially-arranged, cold-formed steel studs in the frame of a building wall. The bridging member is typically a separate cold-formed steel member that interfaces with and spans a plurality of wall studs.

Abstract: A building anchor system includes a pair of elongate anchor rods (1,2), an anchor rod coupling joint (3) for joining the anchor rods end-on-end, the anchor rod coupling joint comprising or including a sleeve (4, 5, 6 & 7) for connection to an end of one of the anchor rods (1) a slideable arm (8) receivable in the sleeve for connection to an end of the other anchor rod (2) a closed slot within the arm or sleeve for slideably receiving the free end of a stop member (13) by which movement of the anchor rods along their major axis is possible to the extent allowed by the length of the slot, and frictional adjustment means (6,7) acting between the arm and the sleeve by which they may be joined and by which the force required to move them with respect to each other can be selectively varied. The invention also extends of a method of preventing or inhibiting catastrophic structural failure of a building by installing one or more anchor systems of the type described.

Abstract: A three-dimensional jacket-plate connector connects at least two members. Each member comprises wide-flanged steel I-beam section. The jacket-plate connector comprises first and second three-dimensional jacket plates.

Abstract: A flange connection system for a concrete structure comprising a plurality of adjacent precast concrete members including a platform having a center panel and a first and second flange extending outward from the center panel in opposing directions. The system includes a first and second bent plate each having a horizontal member attached to the bottom surface of the adjacent flanges and a vertical member perpendicular to the horizontal member. The system includes a spacer plate extending in a vertical direction from about a lower edge of the first vertical member to below the first horizontal member and secured between the vertical members of the first and second bent plate with a plurality of fasteners. The first and second vertical member may flex at an upper portion allowing adjacent flange ends to move relative to one another.

Abstract: The present invention relates to improvements to building construction. Particularly, the present invention relates to a structural unit for the use in building construction of floors, roofs and walls of a building. There is provided a structural unit for a building comprising: at least one truss; at least one fibrous cementitious building element; and at least one connection member configured to connect the at least one truss to the at least one fibrous cementitious building element, wherein, the connection member is integral with the building element and accessible for connection of the at least one truss to the building element. Also claimed is a method of constructing the structural unit.

Abstract: A collar-form, nodal connection between the ends of beams and the outside of a column including (a) column-mount node components, joined to and distributed around the outside of the column at a defined location along its length, (b) planar beam-mount node components connected to beam ends and arranged in a collar form circumsurrounding the column-mount node components, with adjacent beam-mount node components possessing adjacent lateral sides including confronting load-compression faces that lie in planes which are disposed at angles of substantially 45-degrees relative to the respective planes of their associated beam-mount components, and (c) for each pair of adjacent beam-mount-component lateral sides, operatively connected nut-and-bolt structure extending through the associated beam-mount components' lateral sides, appropriately tightened within the overall nodal connection to produce compression in confrontingly adjacent load-compression faces which is effective within the connection to promote column-ci

Abstract: Disclosed herein is a mounting rail for a solar array support structure that includes a main body having a top and a bottom, the main body extending from a first end to a second end, the main body including a dual web having a first vertical element and a second vertical element. Further, the mounting rail includes a solar panel mounting portion extending along the top of the main body, the solar panel mounting portion configured to secure the solar panel to the mounting rail. Finally, the mounting rail includes a first flange extending from the bottom of the first vertical element, the first flange including a first pair of holes configured to receive two ends of a U-bolt, the first pair of holes spaced apart substantially equal to a width of a horizontal rail of a solar array support structure.

Abstract: Structural assemblies for constructing bridges and other structures. A structural assembly may comprise an elongated member defining an internal space. The structural assembly may also comprise a plurality of framing members connected to the elongated member at a plurality of pin connection nodes, each pin connection node comprising a pin interconnecting the elongated member, a first one of the framing members, and a second one of the framing members, the pin having a first longitudinal end and a second longitudinal end, at least one of the first longitudinal end and the second longitudinal end of the pin being located in the internal space of the elongated member.

Abstract: A tensionable hold down clip system for erecting metal studs for building walls, the system including a tensionable member; and a hold down clip having a base portion, a leg portion orthogonal to the base portion, and a mount on the leg portion configured for adjustably connecting the tensionable member to the hold-down clip. A wall using the system may include two main studs and a plurality of common studs extending between a sole plate and a top plate, and hold down clips are disposed on both ends of both main studs. Two tensionable members extend diagonally through the studs and cross each other, and the tensionable members are fastened to mounts on the hold down clips on the upper and lower ends of the main studs.

Abstract: A three-dimensional jacket-plate connector connects at least two members. The jacket-plate connector comprises first and second three-dimensional jacket plates. Each jacket plate comprises a single continuous side web and segments of combined flanges perpendicular to, and located around the perimeter of, the side web. With all interior flanges notched out, the side web and perimeter flanges envelopes a void interior space without obstacles against accommodation of I-beam members installed from all directions.

Abstract: A collar-form, nodal connection between the ends of beams and the outside of a column including (a) column-mount node components, joined to and distributed around the outside of the column at a defined location along its length, (b) planar beam-mount node components connected to beam ends and arranged in a collar form circumsurrounding the column-mount node components, with adjacent beam-mount node components possessing adjacent lateral sides including confronting load-compression faces that lie in planes which are disposed at angles of substantially 45-degrees relative to the respective planes of their associated beam-mount components, and (c) for each pair of adjacent beam-mount-component lateral sides, operatively connected nut-and-bolt structure extending through the associated beam-mount components' lateral sides, appropriately tightened within the overall nodal connection to produce compression in confrontingly adjacent load-compression faces which is effective within the connection to promote column-ci

Abstract: A floating, nondestructably disconnectable, discontinuous, full-moment nodal connection between the end of a beam and the side of a column including (a) a column having a side, (b) a column-mount node structure joined to that column side, (c) an elongate beam having an end, and (d) a beam-mount node structure joined to that beam end. The column-mount and beam-mount structures are floatingly, nondestructably disconnectably, and discontinuity-gravity-seated relative to one another, and as so seated, form an operative full-moment connection, via the node structures, between the column and beam, this connection being characterized by the fact that there is no uninterrupted material-occupying path or structure which flows structurally from the beam to the column through the node structures.

Abstract: A space frame connector is provided for attaching an oblique strut tube to an axial chord of a space frame. The space frame connector includes a collar adapted to fit over an axial chord. The collar is equipped with one or more attachment flanges. The space frame connector also includes a strut tube having an extrusion flange formed in at least one of its ends. The extrusion flange is made up of two parallel leaves that define a slot between them. The slot is sized and shaped to fit over an attachment flange on the collar that is positioned over the axial chord. The extrusion flange can be formed using simple press and punch tools. Space frames used to support solar energy collector arrays can be assembled in the field, including formation of the extrusion flanges on the oblique strut tubes, or multiple strut tubes can be attached to axial chords and compactly packed and transported to the field for use in constructing space frames, for example for supporting large parabolic trough solar collectors.

Abstract: An interlocking joint system can be used to build emergency shelters. The system provides emergency structures that can be assembled by anyone but still handle heavy weather. The system also provides an armorable air droppable structure for military. Shelters built with the system require no tools or special training and such shelters typically become stronger as more force is applied to the joints. The shelter design laterally redirects how wind load and weight load affects the structure.

Abstract: A system and method used in residential and commercial construction of floors, ceilings and roofs, where a beam and hanger together support a joist/rafter to which sheathing is applied. Hanger design features include bendable stiffeners that provide pinching structural support for opposing sides of an engineered wood I-joist web after the joist/rafter is seated into the bridge of the hanger, providing a superior structural interface connection, less material cost, and no contact between the hanger and sheathing which reduces unwanted noise in finished construction. Additional strengthening of the structural/load-bearing interface between the joist/rafter and beam may include selected horizontally-extending dato, groove, cut, or other detail formed in the support beams during their manufacture/milling and rearwardly-extending protections on the hanger configured to engage the detail.

Abstract: Disclosed is a framework connecting device of a prefabricated building structure. Each connection portion of frameworks, which are formed in the shape of a square pipe so as to form columns, rafters or the like, is connected and fixed by front and rear connection pieces and a plurality of bolts and nuts which penetrate the same, wherein, during assembly, the frameworks and the front and rear connection pieces are coupled by indented groves and protrusion portions. Base protrusions of the front and rear connection pieces are supported by the frameworks. One or more support pipes which ate respectively connected and fixed by bolts and the nuts are provided between the front and rear connection pieces. Therefore, the assembling work may be readily and easily carried out while the strength of the connection portions is being reinforced.

Abstract: A set of components that can be used to construct a structurally sound dock are disclosed. The components can be extruded and the components are shaped such that interconnected components provide support for the other components thereby alleviating weak points due to welded only joints. A fascia channel provides additional strength by including structures that improve the vertical and horizontal strength of the fascia channel. HDPE plastic inserts and sheaves provide sound dampening for metal to metal contact points. Other components include a corner connector, a post system and a hinge system.

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: A cast structural connector connects a structural member, such as a hollow structural section (HSS) or wide flange (W) section member, to a structural frame. The connector is particularly suited for lateral bracing and includes a first end configured to receive the structural member and be welded to the structural member, a second end for connecting to the structural frame, and an intermediate portion. The first end includes beveling allowing compatibility with structural members of varying sizes and enabling complete joint penetration welding thereby developing the full axial strength of the structural member. The intermediate portion provides for transmission of forces as the frame deforms, for example, under severe seismic conditions, and can include a flexural plastic hinge portion. The connector can be welded to the structural frame or connected by a standard fabricated end connection, such as a gusset plate. Casting manufacturing allows for mass production of the connector.

Abstract: In the method for sealing of replacement windows, a sealing tape with a first layer of flexible foam and a second layer of stiff material, which are bonded to each other, is used. The sealing tape is inserted with the second layer facing forward into a channel-shaped recess in the masonry, which is bounded by a bottom and two side walls and comprises an open access section, wherein the first layer of the sealing tape is at least partially compressed when in the inserted state. The second layer of the sealing tape is clamped against the side walls of the recess at a predetermined distance from the open access section. After the window frame has been placed opposite the open access section of the recess, the first layer of the sealing tape expands until it rests against the window frame.

Abstract: The deadweight comprises several support members and support frames which define a general cubic shape. A plate is positioned on each face of the cube, with cement filling the center of the deadweight to provide additional weight, stability, and support. Fork lift sleeves are provided to allow easy positioning of the deadweight. Each plate comprises a plurality of apertures for fitting a 12? or 20.5? box truss. A large rectangular aperture is positioned on each side plate, permitting users to reach into an enclosure to bolt the box truss to the desired plate. The bolt apertures are adapted to mount a box truss flush to each plate. A leveling mechanism is provided to ensure the deadweight and box truss will be stable even on uneven ground.

Abstract: Fastening means, a preferred embodiment of which is shown in FIG. 2, has a joist 1 and a locking member 5. The joist 1 has a channel and locking extensions and the locking member 5 has a base 6 and an upstand 7. The base 6 has rounded corners 10. The fastening means is formed such that when it is in use the locking member 5 can be slid into the channel and rotated therein to assume a locking position, such rotation made possible by the rounded corners 10 which, when in use, serve to prevent a rotational impasse between the joist 1 and the locking member 5. The fastening means is formed such that when the locking member is in the locking position it is in a tight fit within the channel and cannot pull out of the channel by reason of obstruction by the locking extensions.

Abstract: A device and method for the protection of a first member and second member from corrosion by utilizing a connector that bonds the members without allowing direct contact of the members.

Abstract: A building assembly utilized in connecting building members together while permitting limited relative movement between the members. The assembly includes a structure such as a track or plate that includes one or more longitudinal slots. Integrally formed in the longitudinal slot is a breakaway washer that receives a fastener that extends into an adjacent structure. When a certain force is applied to the breakaway washer, the breakaway washer breaks away from the slot and this permits the slot to move about the breakaway washer and fastener which results in there being relative movement between two connected structures.

Abstract: In a junction structure between structures formed by connecting a hollow rectangular beam having a rectangular cross section between a first column and a first? column, the beam has a first beam, a second beam, and a first? beam from the first column toward the first? column. Three surfaces other than an upper surface of the first beam and three surfaces other than an upper surface of the second beam are sandwiched between plates from inner and outer sides and joined together with bolts, and the upper surfaces are joined to each other by welding contact portions of an upper portion of the first beam and an upper portion of the second beam.

Abstract: A replacement exterior surface, for example a replacement roof, is supported by a retrofit system including wooden structural members of dimensional lumber and mountings clips, so as to span over an existing exterior supporting surface of a building, for example an existing roof. The mounting clips each have a base portion for being fastened through the exterior supporting surface onto respective underlying structural members of the building and a channel portion receiving a respective portion of the wooden structural members therein. The mounting clips are arranged to support the wooden structural members to span parallel and spaced apart from one another in a substantially common plane outwardly from the exterior supporting surface of the building for supporting the replacement exterior surface material thereon.

Abstract: A building structure including a first building member and a second building member may be connected by a plurality of fasteners, each fastener having a head, a threaded portion having a through hardness of between HRB 70 and HRC 40, a thread-forming portion of at least HRC 50 hardness enabling the fastener to form threads in at least the second steel building member, and a fluted lead portion of at least HRC 50 hardness with a nominal diameter between 70 and 95% of major diameter, such that the fastener is capable of providing a ratio of strip torque to thread-forming torque of at least 2.7 and a ratio of strip torque to drive torque greater than 6.0 when the second steel building member having a thickness of 0.25 inch and the fluted lead portion having at least one diameter within nominal diameter between 80 and 98% of major diameter.

Abstract: A supporting frame comprises four transversal supporting tubes, each of the transversal supporting tubes having two hollow ends; each two adjacent inner faces of each transversal supporting tube being formed with a screw hole; four longitudinal supporting tubes, each upper end of the longitudinal supporting tubes being a hollow end; moreover, each two adjacent inner faces of each longitudinal supporting tube being formed with respective screw holes; and a plurality of three-way internal connecting units; each three-way internal connecting unit having three inserting ends; each inserting end of the three-way internal connecting unit can be inserted into the hollow ends of the transversal supporting tube and the longitudinal supporting tube; thus by the longitudinal supporting tubes, the four transversal supporting tubes can be assembled as a rectangular upper frame and the four longitudinal supporting tubes being assembled as legs of the upper frame.

Abstract: Interlocking support posts form an interlocking rack system which may have a single mold which provides both a male and a female joinder member. Between the support posts can be mounted panels such as solar panels. Under the support posts can be installed a roof stand off assembly which prevents water from weakening the roof. Various combinations of construction members offer a cost effective building block array of mounting panels, wind turbines, and any appliance on a roof and/or anywhere in a building. A two recess mounting bracket is ideally suited to mount solar panels on a roof. A lower recess can be fastened to a bolt anchor on the roof. The opposing recess can secure a mounting clip which attaches directly to the solar panel. Identical support posts can interlock. Various embodiments include conduit clasps, slider tracks, mounts for cabinets, sign posts, and thru roof screwed anchors.

Abstract: An interlocking joint system can be used to build emergency shelters. The system provides emergency structures that can be assembled by anyone but still handle heavy weather. The system also provides an armorable air droppable structure for military. Shelters built with the system require no tools or special training and such shelters typically become stronger as more force is applied to the joints. The shelter design laterally redirects how wind load and weight load affects the structure.

Abstract: A building connection between a substantially vertical wall stud and a substantially horizontal bridging member, using a separate and distinct bridging connector that attaches the wall stud to the bridging member. The wall stud is typically one of several sequentially-arranged, cold-formed steel studs in the frame of a building wall. The bridging member is typically a separate cold-formed steel member that interfaces with and spans a plurality of wall studs.

Abstract: A system having a beam having a first end, a second end, and a longitudinal axis extending between the first end and the second end, wherein the first end is offset relative to the longitudinal axis in a first direction, and wherein the second end is offset relative to the longitudinal axis in a second direction that is opposite of the first direction.

Abstract: A first structural member and a second structural member meet at a joint of a truss triangular unit. A bridge plate includes a central portion that spans across the joint. The bridge plate includes a first peripheral portion extending from the central portion in a direction of the first structural member and a second peripheral portion extending from the central portion in a direction of the second structural member. Each peripheral portion includes a slot and a first opening. A stirrup plate is provided for each peripheral portion. Each stirrup plate includes an interlocking mounting flange having an extending tab member received by the slot and a second opening aligned with the first opening. A mounting device extends through the aligned first and second openings to secure the stirrup plate and bridge plate to the underlying structural member.

Abstract: A method of constructing a building includes fastening a first structural truss panel to a first structural column. A second structural column is fastened vertically to the first structural column. A second structural truss panel is fastened to the second structural column so that the second structural truss panel is vertically above the first structural truss panel, so that a clearance is defined between the first and second structural truss panels, and so that loads on the structural truss panels are transferred from the first and second structural truss panels to the first and second structural columns and then vertically between the first and second columns. Other construction methods, structural panels, and building sections are also disclosed.

Abstract: Improvements in the design and construction of solar collector modules. Aspects of the invention include improvements in the layout of a frame for a solar collector module, and in the joining of structural members of the frame at nodes. In one example, a module of a solar collector includes a reflector and a three-dimensional structural frame that supports the reflector. The frame is made up of substantially rigid elongate frame members interconnected at nodes. Improved node connection components include hubs or frame members having tabs for receiving frame member connections. A tab may have a width that is substantial in relation to its height. The frame may incorporate asymmetry in its layout, in the size or presence of frame members, or in the positioning of the nodes.

Abstract: A post member includes a side surface, and a beam member includes a side surface and an underside edge surface. The beam member is attached to the post member using a multi-piece hanger including a first L-shaped bracket with a first mounting flange attached to the side surface of the post member, and a second L-shaped bracket with a second mounting flange attached to the side surface of the beam member. The first L-shaped bracket further includes a first interlocking flange supporting the underside edge surface of the beam member. The first interlocking flange includes an extending tab member. The second L-shaped bracket further includes a second interlocking flange positioned adjacent the first interlocking flange. At a bend of the second L-shaped bracket, at least one slot is provided which is sized and shaped to receive the extending tab member.

Abstract: The coupling includes first gripping members which are connected, facing on one and the same level on corresponding mounting bodies, to respective structures, and second gripping members mounted so as to slide vertically on the first gripping members in order to secure pneumatic covers in two diametrically opposed regions thereof with the collaboration of threaded rods. The gripping members and provide retention walls that extend towards the mounting bodies by means of horizontal retention flanges. The second gripping members have walls with holes for the passage of screws during fitting thereof to the mounting bodies.

Abstract: A connector comprising a container-like fastener holder (4) of finite depth with a front (6) and a rear plate and side walls (8) wherein the rear wall and substantially the whole depth of the holder can be cast into a concrete structure to form a space within the concrete structure, fastening means (12) which can assume a range of positions within the holder (4) and a move able connection part (16) or device which can be fastened to the front plate (6) by the fastening means (12).

Abstract: A post-and-beam type structure includes: a connector having four plate portions forming a cruciform cross-section for the connector, the cruciform cross-section extending in a vertical direction, wherein the four plate portions define four quadrants; a first column configured for detachably coupling to a bottom portion of the connector; and a first beam with a first end configured for detachably coupling to a first one of the plate portions; wherein the first beam comprises a first beam member and a second beam member that are coupled to each other, and wherein the first end of the first beam is configured for placement in a first quadrant of the four quadrants.

Abstract: The present invention is directed toward a novel moment resisting connection system, for use, but not limited to, with a pony-truss bridge system. The connection system comprises multi-hollow sections that can be, but are not limited to, extruded aluminum and a joint or node connector that can be casted, milled, forged or made by any other means.

Abstract: The present invention provides a joining structure of a roof truss using thin light-gauge shaped steel. In a joining structure for joining a subsidiary roof with a main roof, a valley bracket formed by bending a thin steel sheet is inserted and disposed in the longitudinal valley direction of a joining member for joining a rafter forming the subsidiary roof with a truss or a rafter forming the main roof. In a joining structure in which a roof truss upper chord member or a rafter intersects a wall on the upper surface of the wall, a bracket formed by bending a thin steel sheet is disposed at the intersection of these members and fixes the roof truss upper chord member or the rafter to the wall.

Abstract: A building connection between a substantially vertical wall stud and a substantially horizontal bridging member, using a separate and distinct bridging connector that attaches the wall stud to the bridging member. The wall stud is typically one of several sequentially-arranged, cold-formed steel studs in the frame of a building wall. The bridging member is typically a separate cold-formed steel member that interfaces with and spans a plurality of wall studs.

Abstract: The structural truss includes a connector plate member welded to the framework between two corresponding longitudinal tubes. The connector plate member is made of a monolithic piece. It includes a corner beam section protruding from the rear side of the connector plate member and a main plate section extending perpendicularly inwards on a side of the corner beam section. The main plate section and the corner beam section define together a planar outer abutment plate surface. The connector plate member also includes a lip projecting at right angle from the main plate section on the rear side of the connector plate member. The lip extends substantially parallel to the corner beam section.

Abstract: A frame assembly supports an article. The frame assembly comprises a frame member having a plurality of walls extending between a first end and a second end. The walls define an interior of the frame member. The frame assembly also comprises at least one foldable cornerlock. The foldable cornerlock has first and second body portions movable relative to each other. A method of manufacturing the frame assembly comprises the steps of forming at least one notch in the frame member spaced from the ends of the frame member, inserting the foldable cornerlock into the notch, and bending the frame member about the notch of the frame member.

Abstract: A truss hub with a circular outer shape, that connects to trusses that extend radially away from the truss hub in different directions.

Abstract: A transition structure for transitioning between two adjacent tower structures of a wind turbine is disclosed. The transition structure may include a plurality of vertical legs spaced apart from one another, a stub section positioned between an upper tower portion and a lower tower portion, a plurality of connecting members, each of the plurality of connecting members connecting one of the plurality of vertical legs to the stub section, and at least one torsion plate positioned between the plurality of vertical legs and the stub section.

Abstract: A connector device for connecting an exterior deck structure to a contiguous building the connector having a pair of interlocked non-contacting cable loops, with a plastic plug encapsulating the interlocked ends of the cables and separating the cables to act as a thermal barrier. An expanded head at one end of the plug, with associated foam washer seals against a deck header. The exterior cable end of the connector is attached to a deck joist and the interior end of the connector is attached to a building joist, wherein the respective joists may be laterally offset. The connector prevents detachment of the deck from the building during severe tectonic of weather activities.

Abstract: A bamboo frame member mounting structure includes multiple bamboo frame members that are respectively bonded to one another at a predetermined angle with an adhesive, one or a plurality of pin holes obliquely extending through each bamboo frame member, and one or a number of pins peripherally coated with a layer of an adhesive and respectively fitted into the pin hole or pin holes on each of two bonded bamboo frame members to enhance the connection of each two bonded bamboo frame members.

Abstract: A bar-type supporting framework having nodes (10, 12, 14) and bars (16, 18, 20) held between the nodes in a form-fitting manner at least in the direction transverse to the longitudinal direction of the bar by engagement elements (34), such that at least one bar (20) and/or at least two nodes (14) connected by a bar are formed of a plurality of parts (24, 26; 30, 32) that are form-fittingly held together by relative rotation of the engagement elements (34) of the bars and the nodes about an axis extending in the longitudinal direction of the bars.

Abstract: A foldable cornerlock is used in a frame assembly. The frame assembly includes first and second ends. The walls of the frame member define an interior of the frame member and also define at least one notch. The frame member is bendable at the notch to form a corner of the frame member. The foldable cornerlock is disposed in the notch and extends into the interior of the frame member. The foldable cornerlock comprises first and second body portions each configured to mate with the interior of the frame member. The body portions are movable relative to each other for inserting the foldable cornerlock into the notch of the frame member. The foldable cornerlock also comprises a hinge portion coupling the body portions together. The hinge portion defines an axis extending in a longitudinal direction through the hinge portion.