Class / Patent application number | Description | Number of patent applications / Date published |
052834000 | Having outer layer or shell | 64 |
20080289295 | CLADDING ASSEMBLY AND METHOD OF CLADDING POSTS - A cladding assembly comprises first and second cladding panels, each having top and bottom edge portions and a pair of lateral sides, and a corner connection element disposed to couple a pair of adjacent lateral sides of the first and second cladding panels together. The corner connection element includes top and bottom edge portions and a pair of lateral sides, wherein the corner connection element comprises a pair of female connectors disposed at its lateral sides and the pair of adjacent lateral sides of the first and second cladding panels comprises a pair of male connectors for mating with the female connectors, or wherein the corner connection element comprises a pair of male connectors disposed at its lateral sides and the pair of adjacent lateral sides of the first and second cladding panels comprises a pair of female connectors for mating with the male connectors of the corner connection element. | 11-27-2008 |
20090077925 | Light Weight Load Bearing Architectural Column - A lightweight load bearing architectural column is disclosed. The column includes an exterior shell formed of a plurality of walls that together define an open interior. An interior load bearing shaft is within the exterior shell and is proportionally smaller than the exterior shell. One portion of the interior load bearing shaft is connected against one interior wall of the exterior shell with the remaining portions of the interior shaft being independent of the other interior walls of the interior shell. | 03-26-2009 |
20090100795 | Projected Corner Column and Device for Applying Chamfering Work to the Column - The present invention provides a projected corner column A | 04-23-2009 |
20090188207 | POLE COVER OR SLEEVE - An apparatus, method and system for covering and protecting substantially tall poles. The apparatus includes a covering layer positionable over at least a portion of the exterior of a pole. The covering layer is non-corrosive and preferably impact and tear resistant. In one aspect of the invention, the covering layer is a sheet of material dimensioned to wrap around a corresponding part of the pole. A bracket can be used to secure the opposite adjacent edges of the wrap. Hardware can be used to secure the wrap from longitudinal movement along the pole. The wrap can be colored, textured, or patterned. | 07-30-2009 |
20100050568 | AESTHETIC COVER ASSEMBLY FOR A BUILDING STRUCTURE AND METHOD OF ASSEMBLING SAME - A cover segment for an aesthetic cover assembly includes a cover wall and at least one joint element. An aesthetic cover assembly includes two or more cover segments. The joint elements of the cover segments have a common profile and are secured along the corresponding cover wall in an opposite facing relation. A method of assembling a cover assembly is also included. | 03-04-2010 |
20100064630 | PULTRUDED UTILITY SUPPORT STRUCTURES - Pultruded and extruded structures are presented. The pultruded and extruded structures are hollow structures, are used for structural distribution poles and transmission towers for electricity, may include lighting components and may include antenna wires in the hollow structures for telecommunications. The pultruded and extruded structures include combination pultruded-filament wound or “pull wound” structures. The pultruded and extruded structures are pultruded or extruded in pre-determined sizes and shapes, plural colors, are environmentally safe, aesthetic pleasing and resistant to damage from weather, animals, insects and resistant to corrosion. | 03-18-2010 |
20100154352 | STRUCTURAL COLUMN WRAP ASSEMBLY - A wrap assembly for a structural column extending between a bottom support and an overhead support includes a pair of similar, mating, elongated, molded plastic shaft sections each section having an interior surface, an exterior surface, a pair of side edges extending between those surfaces and an integral flange projecting from the exterior surface at one end of that shaft section. The shaft sections are shaped and dimensioned so that when the sections are juxtaposed with their interior surfaces facing one another and their side edges in abutment, the sections form a substantially continuous tubular shaft with an integral fastening cleat, defined by the flanges, at one end of the shaft by which the shaft may be secured to one of the supports. An annular fastening cleat surrounds the other end of the shaft for fastening to the other support to fix the other end of the shaft. Mating molded plastic base and capitol sections surround the shaft sections adjacent to the flanges and cleat, respectively, to add decoration and to cover the fasteners. | 06-24-2010 |
20100223882 | MODULAR POST COVERS - A modular system includes a plurality of polymeric panels, each panel having a thickness, a length, and first and second opposing parallel side edges defining a width. The first side edge of each panel includes a lengthwise receptacle, while the second side edge of each panel including a lengthwise bead. The bead and receptacle are physically dimensioned such that the receptacle of one panel receives the bead of another panel in interlocking cooperation, thereby enabling multiple panels to be interconnected to surround a vertical member. In one embodiment, each elongated receptacle includes a lengthwise cylindrical cavity having an inner diameter accessed through a lengthwise slot having a width less than the diameter of the cavity. Each elongated bead is a lengthwise cylindrical bead having an outer diameter corresponding to the inner diameter of the cavity, such that the bead is received by the cavity. A different embodiment uses interlocking barbs. | 09-09-2010 |
20100287878 | STRUCTURAL COMPOSITE HYBRID BEAM(SCHB) CONSISTING OF COLD-FORMED STEEL AND CAST-IN-PLACE CONCRETE HAVING ATTACHED FIRE-RESISTANT COATING MATERIAL AND CONSTRUCTING METHOD OF THE SCHB - A structural composite hybrid beam having an attached fire-resistant coating material, the structural composite hybrid beam including: a cold-formed steel plate beam, which is formed into a form shape having a space where concrete is placed; a concrete slab installed on the cold-formed steel plate beam and that is integrally connected to the concrete; and a flow preventing member protruding from a pair of side plates of the cold-formed steel plate beam, and preventing the fire-resistant coating material sprayed on each of the pair of side plates from flowing down so that the fire-resistant coating material is firmly attached to the each of the pair of side plates. A thickness of the fire-resistant coating material is reduced as the concrete inside the structural composite hybrid beam absorbs heat, and thus construction expenses are reduced. Accordingly, the structural composite hybrid beam has excellent fire-resistant performance unlike a general steel-frame beam. | 11-18-2010 |
20110167759 | Carbon Fiber Reinforced Beam - The present invention is a structural beam having at least one composite core within a hollow beam of metal or polymeric material, i.e. a jacket, and a layer of elastomeric material between the composite core and the inner walls of the metal or polymeric jacket. This structural beam also may be fitted with brackets or holes at its ends and points along its length to allow attachment to other structural elements. The present beam provides a synergism between the properties of its composite core and the metal or polymeric jacket, and is particularly useful where a high strength to weight ratio is required. | 07-14-2011 |
20110283657 | Pre-Cast Blocks For Use In Column Construction - A decorative column comprising a rigid center post, a plurality of pre-cast pieces with each piece having a hole extending therethrough so the pre-cast piece slides onto the center post and remains in place on the center post. Each pre-cast piece being stacked upon another pre-cast piece, the pre-cast pieces being of a predefined shape, and a compressible center core liner filling a portion of the hole of the pre-cast piece. The compressible center core including a cutout shape consistent with the cross sectional shape of the rigid center post thereby allowing passage of the center post through the compressible center core. | 11-24-2011 |
20110302880 | Rebar Sleeve Unit - An architecture is presented that provides a rebar sleeve device. The rebar sleeve device comprises a tubular unit with an opening at atleast one end thereof for receipt of a rebar dowel. The tubular unit is typically positioned horizontally and can be elevated by a back extension component and a front extension component secured to the base unit. The front extension component comprises an opening through which the rebar dowel is inserted. The opening of the front extension component comprises a protective covering. The protective covering prevents concrete from filling in the opening, but allows for the insertion of a rebar dowel. A connection component connects a plurality of the rebar sleeve devices together to form a single unit. | 12-15-2011 |
20120011804 | COMPOSITE POLES - Poles for supporting electric transmission lines and a method for forming such poles are provided. An exemplary pole includes a center shaft and a first modular support shaft. The first modular support shaft surrounds more or less of the length of the center shaft and includes a plurality of first panels. | 01-19-2012 |
20120011805 | STEEL AND WOOD COMPOSITE STRUCTURE WITH METAL JACKET WOOD STUDS AND RODS - A composite member provides support to a structure. A wooden core of the composite member has a perimeter and a length. The wooden core provides support to the structure. A metal jacket is attached to the perimeter of the wooden core of the composite member and spans the entire length. The metal jacket provides also support to the structure. Furthermore, the interaction between the wooden core and the metal jacket provide a combination of strength that surpasses the sum of individual strengths. | 01-19-2012 |
20120060443 | DECK FRAME CHANNEL BEAM - A channel beam used in building construction of sub-decks is described. The channel beam essentially formed from a steel sheet that is bent in a C-shaped cross-section possessing a web having bends, thus forming an upper flange and a lower flange. The channel beam extending in length along the C-shaped cross-section. A ceramic coating essentially encapsulates the channel beam whereby the sheet metal of the channel beam is essentially encapsulated by the ceramic coating prior to being bent in the C-shaped cross-section. | 03-15-2012 |
20120067002 | CLADDING ASSEMBLY AND METHOD OF CLADDING POSTS - A cladding assembly comprises first and second cladding panels, each having top and bottom edge portions and a pair of lateral sides, and a corner connection element disposed to couple a pair of adjacent lateral sides of the first and second cladding panels together. The corner connection element includes top and bottom edge portions and a pair of lateral sides, wherein the corner connection element comprises a pair of female connectors disposed at its lateral sides and the pair of adjacent lateral sides of the first and second cladding panels comprises a pair of male connectors for mating with the female connectors, or wherein the corner connection element comprises a pair of male connectors disposed at its lateral sides and the pair of adjacent lateral sides of the first and second cladding panels comprises a pair of female connectors for mating with the male connectors of the corner connection element. | 03-22-2012 |
20120124937 | HYBRID FRP-CONCRETE-STEEL DOUBLE-SKIN TUBULAR BEAMS AND HYBRID DSTB/SLAB UNITS USING THE BEAMS - This invention relates to a novel hybrid FRP-concrete-steel double-skin tubular beam and a hybrid beam/slab unit which employs the hybrid tubular beam. The hybrid double-skin tubular beam consists of an outer FRP tube, an inner steel tube, and concrete filled between the outer FRP tube and the inner steel tube, and the inner steel tube is provided with a plurality of shear connectors on its side engaged with concrete. The inner steel tube is located eccentrically relative to the outer FRP tube towards the side of the hybrid tubular beam to be tensed. The inventive hybrid beam/slab unit is a slab-on-girder system which is comprised of the hybrid double-skin tubular beam and the lightweight slab of good corrosion resistance (such as a FRP slab or an aluminum slab) that is provided thereon, or a deck or floor system which is comprised of the hybrid double-skin tubular beam and a FRP-rib reinforced concrete slab and in which the upper portion of the hybrid double-skin tubular beam is engaged with the bottom of the FRP-rib reinforced concrete slab thereinside so as to form an integrated body. The inventive hybrid tubular beam features an excellent resistance against corrosion, a good ductility and cost-effectiveness. and is lightweight, while at the same time allows for easy construction and connection with other members. | 05-24-2012 |
20120159895 | Sheet Metal Construction Truss and its Method of Continuous Automated Manufacture - 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. | 06-28-2012 |
20120180427 | Tower Reinforcement Apparatus and Method - A method and apparatus for creating a reinforced vertical multi-sided monopole tower for supporting equipment including a multi-sided monopole, a plurality of holes on three equally spaced sides of the multi-sided monopole tower and tower reinforcement apparatus mounted to the holes. The tower reinforcement apparatus includes bolts supporting a first flat bar and a second flat bar on each side of the tower. The upper end of the first flat bar abuts a lower end of the second bar and a plate is bolted over adjacent ends connecting the first and second flat bar such that the first and second flat bars are sandwiched between the plate and a side of the perimeter of the monopole. | 07-19-2012 |
20120266561 | LIGHTWEIGHT BEAM STRUCTURE - A lightweight beam may have a triangular prism core and a triaxial fabric cover wrapped around the core, with at least one rod proximate an apex of the core. The rod may extend substantially parallel to a centerline of the core. Multiple lightweight beams may be joined to form a larger lightweight structure. | 10-25-2012 |
20120324826 | POST CASING - A casing member for assembly with an opposed identical casing member to encase a post includes an elongate body portion having spaced apart first and second side edges extending lengthwise of the body portion. First and second connectors are adjacent the first and second side edges respectively, and extend lengthwise therealong. The first connector includes a first tongue protruding from the body portion along a tongue axis. The second connector includes a groove bounded at least partially by spaced apart first and groove second sidewalls joined to the body portion. The first groove has a groove axis parallel to both the groove sidewalls and the tongue axis. The first tongue is inter-engageable with the first groove of the opposed identical casing member and the first groove is inter-engageable with the first tongue of the opposed casing member so as to secure the two casing members together about the post. | 12-27-2012 |
20120324827 | BRACING SYSTEM FOR REINFORCING BEAMS - A bracing system and method of its installation are provided. The bracing system includes a set of support panels and a set of crossover panels. The support panels may comprise connection members at their both ends such that these panels may be connected to each other in a line. The support panels are designed to be fixed in such lines to a beam. The beam should be provided with two parallel lines of interconnected support panels. The crossover panels are designed to link the support panels. The bracing system allows adding tremendous strength to wood beams in existing buildings. | 12-27-2012 |
20130042573 | COMPOSITE POLE AND METHOD FOR MAKING THE SAME - A composite pole includes at least a first composite member that includes first and second ends; an elongated body defined between the first and second ends; a first interior space; and a constant cross-section. The constant cross-section includes an outer circumference having a first radius and a second radius; an inner circumference; and a wall thickness defined between the outer and inner circumference. The first radius is not equal to the second radius. | 02-21-2013 |
20130061555 | DEVICE FOR FORMING POST SLEEVES, AND METHOD OF USE - A post sleeve installation assembly includes: an elastomeric sleeve core shaped to form a post sleeve when positioned in uncured concrete, a removable stiffener inside the core, an aperture extending lengthwise in the stiffener, a locking element positioned within the core, and an assembly plate coupled to the stiffener. The assembly plate clamps to a prefabricated sleeve element, with the core and stiffener positioned within a post cavity of the sleeve element, an installation stake is positioned in the aperture and prevented from sliding upwards by the locking element. A release point on the assembly plate permits an operator to release the locking element for removal of the stake. To install a post sleeve, the operator positions the installation assembly, clamped to a prefabricated sleeve element, in a post hole with the stake resting on the bottom, then fills the hole with concrete, manipulating the stake to position the assembly. | 03-14-2013 |
20130067856 | FIRE PROTECTION FOR BUILDINGS - A heat and fire protection system and methods of protecting structural elements and assemblies from heat and fire. When a steel structure is erected vertical columns of the structure typically comprise I-sections. In order to provide fire protection for the I-sections and so improve the resistance to fire of the steel structure a column protection system has been developed. The column protection system includes column protection elements which are placed around an I-section. The column protection elements are secured to the I-section. Horizontal beams can also be protected by the column protection system. | 03-21-2013 |
20130167475 | FIRE PROTECTION SYSTEM FOR WIDE FLANGE STEEL COLUMNS AND BEAMS - This invention relates to a fire protection of structural columns ( | 07-04-2013 |
20140096475 | COMPOSITION FIBER GLASS UTILITY POLE - A fiber glass utility pole comprising: (a) a center section that comprises from 5% to 15% of the total diameter of the utility pole; (b) a mid-section surrounding the center section, the mid-section comprising from 70% to 90% of the total diameter of the utility pole; and (c) an outer section surrounding the mid-section, the outer section comprising from 5% to 15% of the total diameter of the utility pole, wherein the center section comprises fiber glass oriented at a 30 to 60 degree angle to a center axis, and wherein the mid-section comprises fiber glass oriented parallel to the center axis, and wherein the outer section comprises fiber glass oriented at a 30 to 60 degree angle to a center axis. | 04-10-2014 |
20140165499 | STUD ASSEMBLY - An implementation of a stud assembly disclosed herein includes an external stud and an internal stud inserted longitudinally into the external stud, wherein the internal stud has cross-sectional dimensions that are smaller than the cross-sectional dimensions of the external stud. Each of the internal stud and the external stud may include a web, two flanges connected to the web, and two lips connected to the two flanges. Furthermore, each of the internal stud and the external stud may be created from a cold-rolled steel. | 06-19-2014 |
20140230364 | SLEEVES FOR SIGN POSTS - A sleeve for a post that is generally rectangular in horizontal cross-section, may have two or three panels, may have perforation which allow portions of one or more panels to be removed, may incorporate retroreflective materials, may have holes, bushings, and/or adhesive layers to facilitate attaching the sleeve to a post, may have top-bottom and side-to-side connectors to facilitate connecting the top of one sleeve to the bottom of another or the edge of one sleeve to an edge of another, may be accompanied by spacers to allow the sleeve to be connected to posts of different size and geometry. | 08-21-2014 |
20140237941 | HYBRID REINFORCEMENT STRUCTURE - A structural reinforcement for insertion into a cavity of a vehicle structure including a base reinforcing portion, an expandable material and a localized reinforcement is disclosed. The localized reinforcement is placed within the structural reinforcement at a location of anticipated increased deformation during vehicle impact in an effort to reduce deformation and control the load distribution post-impact. | 08-28-2014 |
20150113913 | HOLLOW STRUCTURE, AND PREPARATION METHOD THEREOF - A hollow-core structure including: an inner mold that has a hollow cylindrical shell shape; an outer mold that has a hollow cylindrical shell shape to correspond to the inner mold, and in which the inner mold is disposed to be separated; and a filling member that is filled in a separation space between the inner mold and the outer mold. | 04-30-2015 |
20150344367 | SURFACE TREATMENT FOR CONCRETE REINFORCEMENT - Described herein are reinforcing members for use in fabricating reinforced concrete, as well as methods of fabricating such reinforcing members. A reinforcing member can include a central reinforcement element and a supplementary cementitious material coated on the central reinforcement element. A method can including applying the supplementary cementitious material to the central reinforcement element, placing concrete around the reinforcing member, and allowing the concrete to cure. The supplementary cementitious material can be a pozzolan. | 12-03-2015 |
20160002927 | Reinforced Structural Column System - Improved structural column assemblies and related fabrication methods are provided. More particularly, the present disclosure provides improved systems/methods for the design and fabrication of structural column assemblies having improved mechanical properties and/or improved resistance to multiple hazards (e.g., earthquakes, blasts, high temperatures, etc.). Disclosed herein is a structural column assembly having a uniquely designed fiber reinforced polymer (FRP) tube filled with concrete to be used as a structural column (e.g., in bridge and/or building construction). The exemplary composite or FRP tube can include layers of metallic and/or non-metallic fibers wound at improved/optimized angles. A multi-hazard resilient column system which can negate the need for additional concrete reinforcement or formwork at construction sites is provided. The novel tube is highly resistant to corrosive environments, and will facilitate accelerated bridge construction (ABC), while providing a solution for columns at risk from multiple hazards. | 01-07-2016 |
20160009368 | COMPOSITE LAMINATED PLATE HAVING REDUCED CROSSPLY ANGLE | 01-14-2016 |
20160040428 | SELF-ALIGNING, DOUBLE WIRE CORNER BEAD FOR FIREPROOFING STRUCTURAL STEEL MEMBER AND METHOD OF USING SAME - A self-aligning, double wire corner bead for fireproofing structural steel along a plurality of surfaces, the corner bead having a single strip of welded wire fabric cut to a predetermined width for the fireproofing thickness and bent along a plurality of longitudinally extending lines, to provide a profile having a plurality of dihedral angles is disclosed. A nose is installed along two edges. A method of finishing the corners for fireproofing of structural steel member using an improved corner bead includes the step of attaching the corner bead through a lath to the structural steel member utilizing fasteners. The mesh of the corner bead provides a dam to form a roughened surface on the first application of fireproofing material until it hardens. | 02-11-2016 |
20160076249 | HOLLOW, COMPOSITE REBAR STRUCTURE, ASSOCIATED FABRICATION METHODOLOGY, AND APPARATUS - A rebar structure for concrete reinforcement may include an elongate tubular central wall portion having an inside surface and an outside surface. The central wall portion may be formed circumferentially around a core axis and may include glass or carbon fibers mostly being oriented longitudinally parallel to the core axis. The rebar structure may include an inner wall portion bonded to the inside surface of the central wall portion. The inner wall portion may include glass or carbon fibers and may have a higher percentage of fibers oriented non-parallel to the core axis as compared to the central wall portion. | 03-17-2016 |
20160251844 | SYSTEMS AND METHODS FOR FABRICATION AND USE OF BRACE DESIGNS FOR BRACED FRAMES | 09-01-2016 |
052835000 | Partial sleeve or collar | 27 |
20080289296 | Safety bar systems and methods - Safety bar systems are disclosed comprising a first bar and a second bar selectively lockable to the first bar at a desired height and angle. The second bar may be selectively locked into one of a plurality of positions with respect to the bar or into one of a continuous plurality of positions with respect to the bar, based on the coupling mechanism coupling the second bar to the first bar. Several coupling mechanisms are disclosed. The safety bar system may be connected to a wall adjacent to a bathtub to facilitate a user entering and exiting the bathtub. The safety bar system may be used in other locations, as well. Methods are also disclosed. | 11-27-2008 |
20090025336 | POST WRAP DEVICE - Embodiments are described of devices for concealing and/or protecting a portion of a member, such as the base of a post, which devices can be easily applied to the member at any time. These embodiments include a plurality of components adjustably connected to one another so as to provide a snug fit of the device against the member to be protected, regardless of initial variations from the expected dimensions of the member. Further device embodiments are self-adjusting to provide a snug fit regardless of subsequent changes in the dimension of the member over time. | 01-29-2009 |
20090151301 | MULTI-STORY BUILDING CONNECTOR SYSTEM AND METHOD - A construction connector designed to fit column framework members to rapidly construct multi-story buildings is disclosed. In a preferred embodiment, the connector has an elongated main body with two holes at each end. A leveling plate attaches transversely to the body. An angle support member having two ten-gauge steel arms is welded to the bottom portion of the connector. A process for building the multi-story framework is also disclosed. The resulting structure has greatly improved resistance to uplift forces and seismic effects. | 06-18-2009 |
20090183465 | Structure of connected wood posts for outdoor facilities - A structure of connected wood post is introduced for using outdoor facilities. The wood posts is comprised of: a lower post made of square or round hard wood and firmly installed in the ground; an upper post made of square or round soft wood and coupled with a dowel and socket to the lower post, respectively; a fastening band made of metal or synthetic resin and formed in a square or round shape, the band being fastened to the recessed area of the lower post so as to firmly connect the lower post to the upper post, respectively; an upper post protection cap made of metal or synthetic resin and securely fit around the upper end or top portion of the upper post; and a lower post protection cap made of metal or synthetic resin and securely fit around the lower end of the lower post. | 07-23-2009 |
20090241467 | PROTECTIVE SLEEVE - A cover for encasing threaded rod extending from structural concrete. The cover is in the shape of a cylindrical body having a length at least as long as that portion of the receiving bar extending from the structural concrete and having a diameter larger than that of the threaded rod. | 10-01-2009 |
20100024356 | Bridging beam - A method of reinstating a pole standing upright in ground comprising, abutting an inner surface of a sleeve of a bridging beam against an outer surface of the pole so as to have a lower portion of the bridging beam penetrating the ground and an upper portion of the bridging beam projecting above the ground, arranging a plurality of locating members around the outer surface of the pole, and securing the bridging beam to the pole by strapping surrounding the pole held in place with respect to the pole by the locating members. | 02-04-2010 |
20110056170 | PROTECTIVE COVERING FOR WOODEN UTILITY POLES AND METHOD OF INSTALLATION - A protective cover for a wooden utility pole comprises a polymer envelope in which the bottom of the pole is placed. The envelope is sufficiently dimensioned to cover about 10 feet of the bottom of the pole. The envelope body is wrapped around the bottom portion of the pole and PVC tape is used to secure the body to the pole. A hermetic seal is placed over the mouth of the envelope which is located above the grade level of the excavation in which the pole sits thereby sealing the envelope to the pole. A metallic band is placed around the seal to protect it. | 03-10-2011 |
20110225927 | STEEL-CONCRETE COMPOSITE BEAM AND CONSTRUCTION METHOD USING SAME - A steel-concrete composite beam includes a long rectangular steel frame; concrete members installed at only both ends of the steel frame, excluding a center portion thereof; a prestressable reinforcement buried in the concrete member; and a stirrup reinforcement arranged to the concrete member with a regular gap thereto to surround a lower flange of the steel frame. | 09-22-2011 |
20110239585 | Reinforcement Device for Lateral Buckling Stress and Method of Engaging Reinforcement Device - A reinforcement device for a lateral buckling stress installed on an angle-type steel member so as to be attachable and detachable therefrom without power-off of a power line tower, preparation and disassembly of members in order to prevent lateral buckling and accidental torsion. The reinforcement device includes an accommodation unit for surrounding a steel member, first and second cover units connected to the accommodation unit and formed to cover the steel member, and a fixation member for fixing the first and second cover units. | 10-06-2011 |
20120255259 | METHOD AND APPARATUS FOR REPAIRING THE RAIL OF A SPLIT RAIL FENCE - An apparatus for repairing the rail of a split-rail fence having a broken tapered end portion. The apparatus has elongate, hollow sleeve with a base portion and a tapered end portion. The base portion and end portion have a shape that compliments the shape of the central base portion and tapered end portion of the rail, respectively, and have interior cross-sectional dimensions that are larger than the exterior cross-sectional dimensions of the central base portion and tapered end portion of the rail, respectively. The sleeve can slide over and encase the tapered end and at least a portion of the central base portion of the rail. The apparatus preferably includes means for fastening the base portion of the sleeve to the base portion of the rail. | 10-11-2012 |
20130025238 | DECK PRESERVATION SYSTEM - A deck preservation system is disclosed. In at least one embodiment, a deck board includes: an elongated one-piece deck board cap top cover for a deck board, adapted for a secure coupling to a board top surface of the deck board to cover the board top surface; a first cap side integrally formed with the deck board top cover and extended downwardly and adapted for a secure coupling to a board side of the deck board; a second cap side integrally formed with the deck board cap top cover and extended downwardly and adapted for a secure coupling to a board side of the deck board; wherein the first cap side and the second cap side are opposed to one another; and an inverted channel profile integrally formed and defined by the deck board top cover and first and second cap sides to cover and protect the deck board. | 01-31-2013 |
20130055677 | MODULAR STRUCTURAL COMPOSITE BEAM - A modular fibre reinforced plastic flange for a structural composite beam which comprises a body formed of a plurality of elongate elements arranged in an array, wherein the dimensions of the body are substantially determined by the number and arrangement of the elongate elements in the array, and a skin member at least partially surrounding the array. Also, a structural composite beam comprising the modular fibre reinforced plastic flange and a shear web connected to the skin member of the modular flange. A method of making the modular flange and beams, and a kit of parts for making the modular flange are also disclosed. | 03-07-2013 |
20130097964 | Seal Head Used on the Side Beam of a Vehicle Carrier - A seal head used on a side beam of a vehicle carrier includes a main plane covering the front surface of the side beam, a side plane connected to the main plane to cover the inclined surface of the side beam, a first baffle plane and a second baffle plane covering the edges of the side beam, and the main plane, side plane, first baffle plane and second baffle plane form a semi-enclosed cavity for receiving the side beam. The baffle planes can be fixed against the corresponding edges of the side beam to achieve reliable fixed positions and connections, increasing the shock resistance rigidity and strength of the front surface of the side beam and easy installation and disassembly for seal head. The main plane, the side plane and the baffle plane are in an integrally molded piece to improve the rigidity and strength of side beam. | 04-25-2013 |
20130205714 | HORIZONTAL POST BASE COVER - A two piece, non-conductive cover for covering the conductive base of a horizontal post attached to a utility pole. The cover comprises a first section and a second section. The first section overlaps the second section. The two sections cooperate to define a cavity that encases the conductive end of the horizontal post base fitting. The two sections also cooperate to define a pair of opposed arms that define a space configured and dimensioned to extend partially around a utility pole. Attachment apparatus for attaching the arms to the pole can include, but are not limited to, bolts lag screws, screws, nails, straps or any other apparatus that serves to secure the cover to the utility pole. | 08-15-2013 |
20130227911 | POST SLEEVE ASSEMBLY - A post sleeve provides a substantially permanent base for supporting a post for a fence or sign, and from which one post can be removed and replaced with another post. The sleeve includes a concrete body that is poured on site, using a sleeve core prepositioned in the post hole, and around which wet concrete is poured. After the concrete is cured, the core is removed, leaving a post sleeve cavity configured to receive a post. The core can be rigid, or can include a flexible shell and stiffener. A preformed post sleeve top can be attached to the sleeve core and positioned therewith in the post hole, to become a permanent part of the post sleeve, once the concrete cures. A drain is attached to the core, and remains in the sleeve when the core is removed, and can be a percolation chamber, or passage extending below the sleeve. | 09-05-2013 |
20130333324 | Apparatus and Method for Protecting In-Ground Wood - An apparatus and method for decreasing rot and insect damage to in-ground wood increases the effective life of the wood. A waterproof collar has an upper margin that defines a seal against the wood and the collar surrounds the wood from a point above the ground level to a predetermined location below the ground level. The collar defines a barrier that prevents microbes and insects from gaining access to the wood over the most important portion of the wood in terms of structural integrity, the critical decay zone. | 12-19-2013 |
20130340384 | MODULAR STRUCTURAL COMPOSITE BEAM - A modular fibre reinforced plastic flange for a structural composite beam which comprises a body formed of a plurality of elongate elements arranged in an array, wherein the dimensions of the body are substantially determined by the number and arrangement of the elongate elements in the array, and a skin member at least partially surrounding the array. Also, a structural composite beam comprising the modular fibre reinforced plastic flange and a shear web connected to the skin member of the modular flange. A method of making the modular flange and beams, and a kit of parts for making the modular flange are also disclosed. | 12-26-2013 |
20130340385 | MODULAR STRUCTURAL COMPOSITE BEAM - A modular fibre reinforced plastic flange for a structural composite beam which comprises a body formed of a plurality of elongate elements arranged in an array, wherein the dimensions of the body are substantially determined by the number and arrangement of the elongate elements in the array, and a skin member at least partially surrounding the array. Also, a structural composite beam comprising the modular fibre reinforced plastic flange and a shear web connected to the skin member of the modular flange. A method of making the modular flange and beams, and a kit of parts for making the modular flange are also disclosed. | 12-26-2013 |
20140190121 | POLE ASSEMBLY WITH TRANSITION RING - A sealing arrangement for a pole assembly having a tubular base, a tubular upper mast of smaller diameter, and a cladding. An end of the upper mast is inserted within an end of the base and a portion of the base overlaps the upper mast and is fastened thereto, with the cladding surrounding the base. The sealing arrangement comprises a transition ring and a seal assembly. The transition ring surrounds a portion of the base, upper mast and cladding. The transition ring having an internal downwardly facing surface, and the seal assembly is disposed within said transition ring to seal between the external surface of the upper mast and the transition ring. The seal assembly comprising a sealing plate and a seal disposed between the downwardly facing surface and the sealing plate, and the sealing action of the seal assembly is actuated by the sealing plate squeezing said seal. | 07-10-2014 |
20150013267 | Systems and Methods for Repairing Utility Poles - A pole splint, generally for use with a broken wooden utility pole, which can provide for a strong repair at a pole breakpoint and which uses relatively little manpower and equipment to install, even under difficult conditions. The splint generally comprises two panels which are designed to be interconnected with elongated connectors. The connectors will generally interact with one of the panels through the use of a nut and washer, and may connect with the other panel through a nut and washer or via a chain formed of chain links. | 01-15-2015 |
20150082742 | METAL POST REINFORCEMENT ARRANGEMENT AND A METHOD OF REPAIRING AND/OR REINFORCING DAMAGED METAL POSTS - A metal post reinforcement arrangement adapted to be clamped about a broken section of a metal post, including two opposing brackets wherein when a bolt fixes one bracket to the other about the metal post the bolt divides the broken section into upper and lower portions so as to provide support and/or structural integrity when the reinforcement arrangement is clamped about the broken section and wherein each bracket has a substantially semi circular cross-sectional configuration along said bracket length that includes a longitudinal central segment terminating on opposed sides with internally directed curved edges with corresponding upwardly extended rounded shoulders that provide substantially triangular dimples on the internal side of the bracket, and wherein a peripheral flange stems out from a rounded dip from each substantially triangular dimple such that said brackets are adapted to be fixed around metal posts having different shapes. | 03-26-2015 |
20150345171 | PILING EXTENDER - A method and system for extending a vertical structural member supporting a structure, where a sleeve is coupled to the vertical structural member such that a portion of the sleeve extending from a first end of the sleeve is about the structural member, a cap is coupled to a second end of the sleeve opposite the first end, and a structure attachment device is coupled to the cap to attach the system to the structure. | 12-03-2015 |
20150354216 | Reinforcing - Reinforcing is disclosed comprising a reinforcing bar extending along a portion of the length of the reinforcing and a termination extending along an end portion of the reinforcing. The termination may have a body extending in a longitudinal direction and a lateral engagement face formed on the body. The engagement face may incorporate locking formations thereon arranged to interfit with a complementary shaped termination to form an interlock arranged to accommodate loading applied in the longitudinal direction. | 12-10-2015 |
20150361684 | SLEEVES FOR SIGN POSTS - A sleeve for a post that is generally rectangular in horizontal cross-section, may have two or three panels, may have perforation which allow portions of one or more panels to be removed, may incorporate retroreflective materials, may have holes, bushings, and/or adhesive layers to facilitate attaching the sleeve to a post, may have top-bottom and side-to-side connectors to facilitate connecting the top of one sleeve to the bottom of another or the edge of one sleeve to an edge of another, may be accompanied by spacers to allow the sleeve to be connected to posts of different size and geometry. | 12-17-2015 |
20160060892 | Pole Reinforcement System - A pole reinforcement system for improving the stability of a pole with both an above-grade and below-grade installation. The pole reinforcement system generally includes a sleeve assembly which is secured around a pole via one or more retainers which may comprise brackets, securing bands, or other structures. One or more insertion attachments are utilized so that the sleeve assembly may be secured to the pole at a position below-grade. The sleeve assembly may comprise one or more sleeves which are secured around the pole. By utilizing the present invention to reinforce the pole both above- and below-grade, the stability of the pole may be greatly improved over prior reinforcement methods. | 03-03-2016 |
20160130834 | Protective sleeve for a wooden post - A sleeve for a wooden post protects the post from moisture, insects, and rot . The sleeve may be manufactured from an elastic material which stretches over the lower end of the wooden post, or a heat-sensitive material which shrinks to cling to the wood surface when exposed to sufficient heat. The sleeve completely protects the wood from penetration by moisture and insects, and is provided in sizes to fit 2″×4″, 4″×4″, and larger wooden posts if need be. | 05-12-2016 |
20170234012 | BUCKLING-RESTRAINED BRACE AND METHOD OF MANUFACTURING BUCKLING-RESTRAINED BRACE | 08-17-2017 |