Class / Patent application number | Description | Number of patent applications / Date published |
052655100 | Having specific connector, etc. | 67 |
20080202057 | Joist and beam hanger for connecting transverse members to a U-shaped edge beam - An edge beam construction including two vertical perforated rolled shapes with webs inverted toward the center of the beam, and a bottom track having a flange disposed in a vertical position against bottom lips of the vertical rolled shapes. The three basic components of the edge beam are positioned so as to provide access for press joining tools. A building module manufacturing method utilizes the light gauge steel rolled shapes that permit industrialized, automated manufacture of floor, roof and wall panels for modular housing and commercial structures with integrated mechanical and electrical systems and rigid framing for road transport without trailers. The module manufacturing method includes a novel method of constructing and positioning a gable. | 08-28-2008 |
20080222990 | Fitting for a T-slot structure - A unitary fitting for mating with and coupling a plurality of T-slot structures. The fitting comprises at least two sections to mate with the T-slot structures, with each of the sections having a first end, a second end, an outer surface circumferentially surrounding said T-slot structure, and an inner surface being capable of mating with one of said T-slot structures. the inner surfaces has at least one rail that extends inwardly into a recess of the T-slot structures. The fitting is formed of one piece construction. | 09-18-2008 |
20080245023 | Building frame structure - A family of beam cross-connections, including column/beam and beam/beam connections, between beams and columns in a building frame. Each connection within a cross-connection features (a) a pair of parallel-spaced, upright, planar plate components operatively associated with either a side of a column or a side of a beam, (b) an elongate, generally horizontal cross-connection beam including a generally upright, planar central web with an end which, with respect to a pair of such plate components, extends into the space that exists between those components, and (c) a structural relationship involving the plate components in a pair which accommodates (1) vertical-motion placement of a web end between the components, with (2) the automatic establishment thereby of correct relative, spatial, three-dimensional relationships and dispositions of the specific, associated column and/or beam elements so connected. | 10-09-2008 |
20080256892 | WIND ENERGY PLANT TOWER - A wind energy plant tower with a load-bearing tower wall, which has a circulating outer periphery and consists of a plurality of wall sections, which each one have one centre section and two border sections running in the longitudinal direction of the tower, which are provided with a plurality of connection bores, wherein the surfaces defined by the border sections run along the outer periphery or in a constant distance to the same, and the connection bores are aligned transversely to the outer periphery. | 10-23-2008 |
20080271405 | Connector Plate and Method of Securing a Building Frame to a Foundation - A connector plate for securing a building frame together with a building foundation comprises a first section that is secured against an outer surface of the building frame and a second section secured to an outer surface of the foundation. In an embodiment, portions of the outer surfaces of the building frame and foundation are substantially flush. The first section and second section of the connector plate are coplanar and each has one or more holes through which fasteners are inserted and driven into the building frame and foundation. | 11-06-2008 |
20080295443 | Halo/spider, full-moment, column/beam connection in a building frame - A column/beam connection in a building frame, including an elongate column having faces which join through corners, an elongate beam having an end, and a full-moment nodal connection connecting the end of the beam to the column solely through a pair of next-adjacent corners in the column, with the beam end, as so connected, being spaced from the column face which lies between the mentioned pair of corners. The connection per se features (a) plural standoffs joined to and extending, one each, outwardly from the column's corners at a selected, common elevation located along the length of the column, and (b) a halo collar joined through a gravity-seat-and-lock, full-moment interface connection to each of the standoffs, and, as so joined, spaced by the standoffs from the column faces which lie between the column corners. | 12-04-2008 |
20090188197 | Modular and adjustable structural support system - A modular adjustable structural support system for the installation of medical equipment above operating rooms or equipment above telecommunications facilities comprising a plurality of girders, plurality of girder connectors, a plurality of steel installation connectors for steel construction, a plurality of concrete installation connectors for concrete construction and plurality of bracing members wherein said components form a grid allowing for moving and interchanging girders. | 07-30-2009 |
20100005752 | Space Frame Connector - 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. | 01-14-2010 |
20100083605 | System, method and device for producing a supporting framework or rigid girder structure - A system for making a truss from joinable bar elements. The bar elements are at least in part of plant material from high-growing plants. The system further includes connecting elements to interconnect at least two of the bar elements, the bar elements and connecting elements being adapted to be connected to each other to form the truss. | 04-08-2010 |
20100126103 | CONNECTOR FOR CONNECTING BUILDING COMPONENTS - A connector for a wall structure wherein the connector connects to and reinforces a stud within the wall structure, or in some cases, the connector actually functions as a stud. The connector includes an elongated web and a pair of flanges that project from the web. About the lower portion of the connector there is provided a series of tabs that extend from the web and the two flanges and are turned so as to overlap and form a transfer structure that extends between the flanges about the lower end of the connector. In use, the connector can be connected to respective studs in a wall structure and at the same time anchor to an underlying structure such as a floor. In other cases, the connector itself can be utilized in the wall structure as a stud. | 05-27-2010 |
20100132300 | REINFORCEMENT DEVICE FOR COMPRESSION BUCKLING STRENGTH AND METHOD OF FASTENING THE SAME - A reinforcement device for compression buckling strength and a method of fastening the same are disclosed. The reinforcement device includes a member seating body surrounding an angle-type steel-frame member, first and second securing couplers securing opposite ends of the angle-type steel-frame member and opposite ends of the member seating body and adjustable to meet a standard of the angle-type steel-frame member, a horizontal engaging element connecting the first and second securing couplers with each other, a supporter positioned in a space where the angle-type steel-frame to member forms a right angle and supporting the angle-type steel-frame member, and a reinforcing bar connecting the supporter and the horizontal engaging element. The reinforcement device prevents an angle-type steel-frame member for a steel-frame structure or a steel power-transmission tower from undergoing compression buckling and accidental eccentricity, and improves compression buckling strength without power interruption of transmission lines, member disassembly, or field preparation. | 06-03-2010 |
20100139202 | SPACE FRAME HUB JOINT - A hub joint includes a metal rod and pin for joining tubular members in three-dimensional space for assembling a frame structure. The hub joint enables rapid assembly, rapid reconfiguration, and rapid disassembly without using any specialized tools. Multiple hub joints may be used to form geodesic domes, freestanding trusses, space frame slabs, tetrahedrons, and pentahedrons. The hub joints allow different frame configurations that are lightweight, strong, durable, scalable, expandable, and portable. | 06-10-2010 |
20100139203 | BACK PLATE BRACKETING SYSTEM - A bracketing system is provided having two brackets joined by a flexible adhesive material that allows bridging or backing members of variable lengths and widths to be mounted between vertical studs to enhance stability of the wall construction. A wall construction assembly according to an embodiment of the invention comprises two vertical studs and a bridge backing member mounted there between by a bracketing system, which includes a left bracket and a right bracket connected by a flexible adhesive material. Because the bridge backing member can be adjustably sized to be secured on the brackets, it can be sized to fit between studs regardless of any variation in the spacing of the studs. This obviates the need to prefabricate bridge backing members to fit between variably spaced studs. The bridge backing member can be mounted flush with the stud to eliminate unevenness in the wall structure. Bridge or backing members of various widths and lengths can be mounted to the bracketing system. | 06-10-2010 |
20100170184 | Brackets and Bracket System For Assembling Playground Equipment - A bracket system for assembling playground equipment includes a plurality of deck support brackets, at least two vertical frame brackets, at least two horizontal frame brackets, a swing bracket, and at least two ladder brackets. The deck support brackets secure horizontal deck support beams to vertical frame beams at first points along the vertical frame beams. The vertical frame brackets attach to at least two adjacent vertical frame beams at second points above the first points. The at least two horizontal frame brackets fix at least one horizontal frame beam to the at least two adjacent vertical frame beams at the second points; the horizontal frame brackets and the vertical frame brackets interconnect. The swing bracket fastens a swing support beam to the at least one horizontal frame beam at a third point along the at least one horizontal frame beam. The at least two ladder brackets connect a ladder to one of the horizontal deck support beams. A piece of playground equipment assembled with the bracket system and a method of assembling playground equipment with the bracket system also are disclosed. | 07-08-2010 |
20100175344 | Brackets and Bracket System for Assembling Playground Equipment - A bracket system for assembling playground equipment includes a plurality of deck support brackets, at least two vertical frame brackets, at least two horizontal frame brackets, a swing bracket, and at least two ladder brackets. The deck support brackets secure horizontal deck support beams to vertical frame beams at first points along the vertical frame beams. The vertical frame brackets attach to at least two adjacent vertical frame beams at second points above the first points. The at least two horizontal frame brackets fix at least one horizontal frame beam to the at least two adjacent vertical frame beams at the second points; the horizontal frame brackets and the vertical frame brackets interconnect. The swing bracket fastens a swing support beam to the at least one horizontal frame beam at a third point along the at least one horizontal frame beam. The at least two ladder brackets connect a ladder to one of the horizontal deck support beams. | 07-15-2010 |
20100192506 | 3-DIMENSIONAL UNIVERSAL TUBE CONNECTOR SYSTEM - The present invention includes a system for connecting tubes or rods, which are preferably uni-directional pultruded, filament wound, or roll-wrapped carbon-fiber tubes or rods, together to form trusses and other structures using a series of connector pieces preferably bonded together with adhesive. | 08-05-2010 |
20100192507 | FLUSH JOIST SEAT - A joist support system including a joist having a joist seat at least at one end, each joist seat having a first portion fastened to an upper chord of the joist and a second portion adapted to engage a support structure and support the joist and a bearing load, and a second steel plate welded to the main steel plate extending downwardly from the main steel plate between the first and second portions, the second steel plate fastened with an upward support portion to an end portion of the joist extending inwardly adapted to resist transfer load on the joist seat, and a support structure adapted to support the one end of the joist by a portion of the joist seat. | 08-05-2010 |
20100205891 | ASSEMBLY, SYSTEM AND METHOD FOR AUTOMATED VERTICAL MOMENT CONNECTION - An automated assembly, system and method for a narrow-gap Electroslag-welded moment connection welded between horizontal beam to vertical column flanges includes vertical column doubler plates affixed to the column web and horizontal beam doubler plates affixed to the beam web with alignment of the respective webs/doubler plates to carry the moment load through the vertical support columns. An embodiment includes a radius in each horizontal beam doubler plate. The assembly, system and method is readily applicable to overdesign moment load factors. | 08-19-2010 |
20100212248 | CONNECTOR FOR CONNECTING OUTER PLATE OF SIDE PANELS AND OUTER CORNER POST OF CONTAINER BODY AND CONTAINER BODY OF REFRIGERATED AND THERMAL VEHICLE - A connector for connecting an outer plate of side panels and an outer corner post of a container body comprises a connecting plate for connecting the outer plate and the outer corner post of the container body and a cover plate. The connecting plate is perpendicularly provided with a strengthening stop plate at an inner side of a middle portion thereof and a stop groove for receiving the outer plate at an outer side of the middle portion thereof, and provided with a seat plate parallel to a base plate of the stop groove at an end thereof connecting the outer corner post. Two clipping strips are symmetrically provided on opposite sides of the seat plate and the base plate of the stop groove. The cover plate is provided with two elastic clipping strips which respectively engage with the two clipping strips and have a hook-shape cross section. | 08-26-2010 |
20110000164 | SYSTEM AND METHOD FOR MODIFYING EXISTING STRUCTURES TO PROVIDE IMPROVED RESISTANCE TO EXTREME ENVIRONMENTAL CONDITIONS - A method of reinforcing a previously existing structure comprising the steps of constructing a ring foundation surrounding and reinforcing a previously existing foundation. Thereafter, securing reinforcing wall panel assemblies to previously existing wall structures with the wall panel assemblies being external to and secured to upright members of the previously existing wall structures and supported by the ring foundation. Securing platform segments forming reinforcing floor assemblies to upright structural elements of the reinforcing wall panel assemblies, the platform segments being supported by previously existing floor structures during assembly of the platform segments and attachment of the platform segments to the reinforcing wall panel assemblies. Then removing the previously existing floor structures. | 01-06-2011 |
20110107710 | FOUR-WAY RADIAL CONNECTOR - An improved connector and connection joining a plurality of supported structural members, preferably four roof trusses or rafters to a supporting structural member, preferably a header or girder truss. The connector is formed with a plurality of seat members, preferably four, that are joined to back member sections at angular junctures stiffened by shallow embossments. Variations can have three or five seat members. | 05-12-2011 |
20110107711 | Connector system for securing an end portion of a steel structural member to a vertical cast concrete member - A steel structural member such as a joist or beam is secured to a vertical cast concrete by a connector system including a fabricated steel receiver embedded within the wall. Embedded anchors are attached to the receiver which has front wall portions flush with the concrete wall and define a front opening. A support bracket has an attachment plate secured to the beam and a vertical plate which fits through the front opening within the receiver. The bracket is attached to the beam which is then elevated, and the vertical plate is inserted through the opening into the receiver. The beam and vertical plate are then shifted until opposite edge portions of the vertical plate are blocked by the front wall portions of the receiver. In the illustrated embodiments, the front opening and vertical plate are generally triangular, and the support bracket has a vertical or horizontal attachment plate. | 05-12-2011 |
20110107712 | Factory Building Assembly Structure and Method for Assembling Factory Building Using the Same - A factory building assembly structure and a method for assembling a factory building are provided in which the factory building can be efficiently constructed at a low cost and the factory building with excellent design can be constructed. | 05-12-2011 |
20110219720 | ADJUSTABLE FLOOR TO WALL CONNECTORS FOR USE WITH BOTTOM CHORD AND WEB BEARING JOISTS - The present invention is a light steel framed metal joist including an adjustable connector fastened to the joist web that allows one to adjust the length and angle of the joist when attaching to floor and wall systems. The adjustment allows one to install end connectors onto the joists prior to installation while retaining flexibility of orientation during construction. The joist functions in both web bearing and bottom chord bearing configurations. A flat plate distributing member allows one to design a floor system without having to coordinate the positioning of the joist with wall studs. Angle or U shaped members can be fastened to the lower portion of the flat plate distribution member to support joists during construction. The invention further provides a seamless fire stopping system with consideration for acoustic dampening. | 09-15-2011 |
20110283653 | Fork Configuration Dampers and Method of Using Same - A damping system including a first set of plates having one end thereof attached to a first vertically extending structural element, a second set of plates having one end thereof attached to a second vertically extending structural element spaced in a horizontal direction from the first vertically extending structural element, and arranged such that the first set of plates has a second end portion extending towards and overlapping with a second end portion of the second set of plates at an overlapping region, and further including an energy dissipating material provided in the overlapping region for connecting the first set of plates and the second set of plates. | 11-24-2011 |
20110296787 | MOMENT FRAME LINKS WALL - A lateral bracing system having high initial stiffness and including yield links capable of effectively dissipating stresses generated within the lateral bracing system under lateral loads. | 12-08-2011 |
20120011798 | BUILDING SYSTEM AND COMPONENTS THEREFOR - A unitized building construction formed of a plurality of pultruded building components adhesively connected. The building components include a ground support foundation, a main perimeter sill beam that is attached to the support columns; structural, foam insulated floor, wall and roof panels; structural corner connectors; a structural one-piece coved “wind spoiler” soffit and fascia tie beam; and, a structural one piece ridge beam. The components are designed to be interconnected with adjacent parts as the building is assembled. These interconnecting parts are bonded together into place using high strength resin adhesives. | 01-19-2012 |
20120023861 | Truss Hub and Parts with Variable Configurations - A truss hub with a circular outer shape, that connects to trusses that extend radially away from the truss hub in different directions. | 02-02-2012 |
20120110947 | QUICK-SET, FULL-MOMENT-LOCK, ASSEMBLABLE AND NONDESTRUCTIVELY DISASSEMBLABLE, COLUMN AND BEAM FRAME SYSTEM - 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. | 05-10-2012 |
20120131878 | MODULAR BUILDING CONSTRUCTION - The invention relates to the field of construction and in particular to a modular construction system used for building of construction modules. The construction system comprises plurality of flat elements ( | 05-31-2012 |
20120167518 | Docking System with Joint Supports - 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. | 07-05-2012 |
20120247055 | STRUCTURAL UNIT COMPRISING A TRUSS AND FIBROUS CEMENTITIOUS SLAB BUILDING ELEMENT CONNECTED TOGETHER - 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. | 10-04-2012 |
20120272607 | BUILDING FRAME | 11-01-2012 |
20120279165 | Retrofit Mounting Clip for an Exterior Building Surface - 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. | 11-08-2012 |
20120297721 | BRACKETS FOR ASSEMBLY OF A FLOATING WALL - Disclosed are a floating wall bracket and a method for constructing a floating wall using floating wall brackets. A floating wall bracket may have bracket walls designed to hold a vertical member with at least one fastening tab disposed perpendicular to said bracket walls, at least one attachment means to attach the at least one fastening tab to a base plate member, and at least one friction means that provides enough friction to hold the weight of the vertical member, but not so much friction that it will stop the vertical member from moving within the bracket once a floating wall assembly is incorporated into a building/structure. The bracket may also have at least one guide/lateral support flange disposed parallel to the bracket walls and sized/places to guide installation of the floating wall brackets and to provide lateral support to the vertical members of the floating wall assembly. | 11-29-2012 |
20120304583 | Metal stud roof deflection clip - An improved deflection clip for connecting metal stud walls to a structural building member, which accommodates relative compensating vertical movement, is disclosed. Some embodiments of the present invention allow for the deflection mounting clip to be set into place by metal barbs, eliminating the need for screwing the stud to the ceiling track runner, then subsequently removing the screws when the wallboard is installed. A deflection clip in accordance with the present invention has a flat base with left and right flanges substantially perpendicular to the base. Each flange has a number of triangular barbs facing externally to secure the deflection clip to the track without the need for temporary fixation. | 12-06-2012 |
20120304584 | ARCHITECTURED REINFORCEMENT STRUCTURE - This invention presents a modified reinforced concrete structure, which has a steel structure composed of a beam steel box unit, column steel box unit, and beam-column joint steel box unit with lap jointing reinforced steels. The side plate and/or end plate of the steel box has through holes for concrete flowing therebetween. In this way, the workability of concrete grouting and tamping are improved, and the phenomena of hive, segregation, or floating can be avoided. It can also enhance the performance of beam-column joints (e.g. with better confinement ability, etc.). Applying the invention, the efficiency and accuracy of constructing beam-column joints can be increased, and in addition to better ensure the structural safety, it can also reduce construction manpower and schedule. | 12-06-2012 |
20120317919 | Building Structures and Construction Methods - A system including a column ( | 12-20-2012 |
20130019557 | JOINT CONNECTION IN WHICH A BEAM END OR COLUMN BASE OF A STRUCTURE, OR A PERIPHERAL MEMBERS RIGIDLY JOINED TO THE BEAM END OR COLUMN BASE, ARE JOINED TO ANOTHER STRUCTURE VIA SUPPORTING MEANS - A joint connection ( | 01-24-2013 |
20130074439 | Connection System for Joining Rectangular Wall Frames - A connection system for joining rectangular wall frames fabricated from pairs of rectangular cross section tubular side frame members and rectangular cross section tubular top and bottom frame members utilizes identical connectors, such as a single size machine screw and identical threaded inserts to provide upper and lower interconnections. Three different interconnections can be made using the single size machine screw and insert, the latter inserted into the open upper ends of the rectangular cross section tubular side frame members. Frame closure panels can be attached in a simple and secure manner. | 03-28-2013 |
20130104490 | BRIDGING CONNECTOR | 05-02-2013 |
20130125497 | BEAM-COLUMN CONNECTION STRUCTURE OF CONTINUED BEAM CONNECTION PORTION - A beam-column connection structure is formed, after installing a continued beam member to a predetermined position, by connecting and fixing lateral beam members, to side faces of an end portion of the continued beam member using a drift pin while connection grooves are fitted to side face connection metal fittings which are attached to the end portion, connecting an extension beam member to the end portion of the continued beam member using a drift pin while a connection groove formed at an end face of the extension beam member is fitted to the end face connection metal fitting, and connecting and fixing column members, to the upper face and lower face of the end portion of the continued beam member using a drift pin while fitting holes, formed at end faces of the column members, are fitted to the top end side portions of column connection pole-like fittings. | 05-23-2013 |
20130139465 | Deck bracket - There is disclosed a bracket for connecting an unsecured element to a secured element, the bracket comprising an attachment face for connecting the bracket to the unsecured element, one or more flanges for connecting the bracket to the secured element and one or more lateral supports, connecting the attachment face to the one or more flanges, wherein at least one lateral support creates at least one non-right angles between the lateral support and the attachment face or the lateral support and the flanges. The bracket may allow, for example, decks to be attached to houses and effectively resist vertical and lateral forces. | 06-06-2013 |
20130139466 | Building Structure Having Studs Vertically Movable with Respect to a Floor Structure - A building structure is provided that includes a floor structure and a series of studs extending vertically adjacent the floor structure. A clip is provided. The clip is connected to the floor structure and projects outwardly therefrom and includes a stud retainer for engaging and retaining a flange of a stud. The stud retainer includes a channel through which the flange of the stud extends. The stud retainer is connected to the flange of the stud in such a manner that the stud can move vertically in the channel. | 06-06-2013 |
20130167468 | Truss Deadweight - 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. | 07-04-2013 |
20130174508 | PLATFORM ASSEMBLY FOR A WIND TURBINE TOWER - A modular platform assembly for a wind turbine tower includes a core platform sub-assembly having an underlying structural support grid. A plurality of platform extension panels are disposed circumferentially around at least a portion of a perimeter of the core platform sub-assembly. Support extensions are configured on the support grid at a plurality of circumferential positions around the core platform sub-assembly, with the platform extension panels supported by the support extension. The support extensions are mountable to a wall within a wind turbine tower and are variably positional on the support grid so at to vary the effective diameter of the support grid. | 07-11-2013 |
20130174509 | PLATFORM ASSEMBLY FOR A WIND TURBINE TOWER - A modular platform assembly for a wind turbine tower includes a plurality of individual, multi-sided plate members, with each plate member connected to at least one other plate member along a common side. At least certain of the plate members have an outboard side that defines a circumferential section of the platform assembly. The connected common sides of the plate members define a structural support grid that connects to a wall within a wind turbine tower at a plurality of circumferential positions for supporting the platform assembly relative to the tower. | 07-11-2013 |
20130219822 | UNIVERSAL CONSTRUCTION FRAMING CONNECTOR - A universal framing connector, used to connect backing, blocking, bracing, and bridging to the framing system, framing members, and to adjacent surfaces. | 08-29-2013 |
20130326993 | SYSTEMS AND METHODS FOR CONSTRUCTING A BUILDING STRUCTURE - 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. | 12-12-2013 |
20130340375 | MULTI-PIECE HANGER FOR A POST-TO-BEAM CONNECTION - 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. | 12-26-2013 |
20130340376 | SHOCK-ABSORBING COUPLING FOR FLOATING STRUCTURES - 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. | 12-26-2013 |
20140000208 | PANELIZED STRUCTURAL SYSTEM FOR BUILDING CONSTRUCTION | 01-02-2014 |
20140047792 | BRIDGING CONNECTOR - 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. | 02-20-2014 |
20140075875 | WELDLESS BUILDING STRUCTURES - 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. | 03-20-2014 |
20140083042 | JUNCTION STRUCTURE BETWEEN STRUCTURES AND BEAM JUNCTION METHOD - 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. Three surfaces other than an upper surface of the first′ beam and the three surfaces other than the 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 the upper portion of the second beam. | 03-27-2014 |
20140123587 | FRAMEWORK CONNECTING DEVICE OF PREFABRICATED BUILDING STRUCTURE - 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. | 05-08-2014 |
20140123588 | Docking System with Joint Supports - 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. | 05-08-2014 |
20140182233 | COLLAR-FORM, FULL-MOMENT STRUCTURAL CONNECTION WITH ANGULAR, CONFRONTING, LOAD-TRANSFER, CORNER FACETS - 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-circumsurrounding load delivery from the beams through the connection to the column. | 07-03-2014 |
20140182234 | BOLTED STEEL CONNECTIONS WITH 3-D JACKET PLATES AND TENSION RODS - 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. | 07-03-2014 |
20140338280 | CONNECTION STRUCTURE OF BEAM AND COLUMN, AND CONNECTION MEMBER - In a beam-connection member | 11-20-2014 |
20150047288 | FLUSH BACKING PLATE AND RELATED WALL ASSEMBLIES - An innovative flush mountable backing plate useful in the construction of sheet-metal wall assemblies is disclosed herein. The flush mountable backing plate is generally comprised of a flat piece of sheet-metal that defines a central web section having an end return flange positioned at one end and an end tab positioned at the other end, wherein the end return flange is perpendicular to the web section, while the end tab is coplanar with the web section; and a flexible bend section interposed between the end tab and the central web section, wherein the bend section defines a trough that runs perpendicular to the central web section, and wherein the trough is sized and configured to receive and does receive an inwardly directed return of one of the C-shaped studs. | 02-19-2015 |
20150082735 | POST SUPPORT BRACKET SYSTEM - A post support bracket system for structural attachment of a post to a framing member having a bracket, a first set of fasteners, and a second set of fasteners. The bracket has a vertical portion and a horizontal portion, wherein the vertical portion is joined to the horizontal portion along neighboring ends at a pre-selected angle to each other. The first set of fasteners couple the vertical portion of the bracket to a framing member. The framing member forms the supported base of the flooring. The second set of fasteners secure the post to the horizontal portion. The first set of fasteners are selectively spaced to produce a pinching compressive force between the first set of fasteners in the framing member as a lateral load is applied to an upper portion of the post. | 03-26-2015 |
20150107181 | NODE STRUCTURES FOR LATTICE FRAMES - A node structure for connecting a member of a lattice frame to one or more other members of the frame comprises a hollow brace having opposed walls that converge outwardly at an acute angle in cross-section toward a central plane to connect at an outer edge. At least one root portion has a central longitudinal axis extending outwardly in the central plane of the brace for alignment with a member of the frame. The root portion has an inner end cut away at opposite sides around the central plane to leave a joining surface that intersects the converging walls of the brace while embracing an outer region of the brace extending inwardly from the outer edge. | 04-23-2015 |
20150143770 | Drywall Backing Connector for Steel Studs - A connection between standard metal studs with a separate backing connector is provided. The backing connector has a planar backing web with lateral longitudinal flanges that receives the lip flange of a first wall stud and a projecting tab that interfaces with the side member of the first wall stud. The backing connector also has members that interface with and attach to selected portions of the surfaces of the second wall stud without engaging the lip flange of the second wall stud. The backing connector is adjustable in length. | 05-28-2015 |
20160097192 | Connection Point For Metal Structure - A connecting node for metallic structures, specifically for structures based on props or pillars ( | 04-07-2016 |
20220136244 | PURLIN CLIP ASSEMBLY AND SYSTEM - A weight-bearing system for hanging items from the roof structure of a metal building is disclosed. The system includes a purlin with at least one flange, a span aperture in the vertical span of the purlin, a clip that attaches to the purlin using the span aperture, and a fastener on the clip for transferring weight applied to the fastener to the clip and to the vertical span of said purlin. | 05-05-2022 |
052655200 | Spheroidal | 1 |
20180023284 | SPATIAL STRUCTURE | 01-25-2018 |