Abstract: 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.

Abstract: 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.

Abstract: 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.

Abstract: 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.

Abstract: A method for stiffening a wind turbine tower employing fingerplate assemblies on flangeless joints between adjacent tubular tower sections. The method includes limiting the intercan gap between adjacent end surfaces of the tower sections at the flangeless joints and selecting a number of fingerplates to fasten each flangeless joints to limit distortion. Establishing dimensions for the fingerplates may further minimize localized tower distortion. Selecting a material for the fingerplate with a lower Young's modulus than a material for the tubular section also results in reduced localized tower distortion. Attaching a coverplate to a top tubular section limits tip displacement for the tower.

Abstract: The construction element (1) has a hollow body (2) which extends along a longitudinal axis (A) and has substantially rectangular cross-section, possibly with rounded corners, and at least a first (3a) and at least a second (3b) strut element, wherein the first strut element (3a) extends from a first edge of the hollow body (2) to the second edge which lies opposite it with respect to the longitudinal axis, and the second strut element (3b) extends along the other diagonal between the associated edges. The strut elements (3a, 3b) are advantageously designed and arranged such that they absorb compressive forces but not tensile forces. A semi-finished product (1a) which has the strut elements (3a, 3b) and a tubular sleeve element (4) which extends along a longitudinal axis (A) can be arranged inside the construction element (1). The hollow body (2) and the strut elements (3a, 3b) can be fabricated completely from a fiber-reinforced plastic.

Abstract: A profiled section includes a first surface and a second surface, such that the second surface has an opening to at least partially receive an element of a locking member. The wing is structured and arranged parallel to the second surface. Further, an element is coupled to the first and second surfaces and to the wing. The instant abstract is neither intended to define the invention disclosed in this specification nor intended to limit the scope of the invention in any way.

Abstract: In the encasement of a height-adjustable support column comprising a plurality of encasement elements (12) which are arranged annularly around the support column and which engage each other in a telescopic manner and can be slid relatively to each other in the axial direction of the support column, the encasement elements (12) each consisting of a material band (14) bent into a ring whose abutting edges (16) each have a rebate (20) bent backwards and are connected to each other by means of a retainer clip (22) having a C-shaped profile and clasping the rebates, at least one of the rebates (20) is provided with a recess (26) into which a locking element (28) provided on the retainer clip (22) can be engaged.

Abstract: A liquid-resistant control systems enclosure may include a shell, a shaft and at least one shell anchoring member. The shell may include a top, a shell wall connected to and extending downwardly from a perimeter of the top, and a sleeve. The shaft may extend upwardly through a surface pad and may be adapted to pass through the sleeve. The sleeve may include a sleeve wall extending downwardly from an inner perimeter of an opening in the top. The sleeve may matingly engage the shaft to move the shell between a raised position and a lowered position. The shell may be moveable between a latched position and an unlatched position. The shell may be adapted to be positioned in the latched position when the shell is in the lowered position.

Abstract: The present invention relates to a process for the manufacture of a crossbeam and the respective crossbeam (1), intended to reinforce the instrument panel of a motor vehicle, guarantee its rigidity and support various devices, the said process being characterised by an alignment between only one main hollow metal body (2) with an elliptical cross-section and one secondary body (3) which is also metal and hollow and has an elliptical or circular cross-section, in that in this alignment the longitudinal axes of the said bodies are coaxial or parallel, in that also in this alignment the contour line of the outer wall of the secondary body is confined by the contour line of the inner wall of the main body, in that prior to this alignment the main body is conformed so as to adapt to the secondary body and in that, in the final phase, the two bodies are connected.

Abstract: Reinforcing system (10) for reinforcing structures with irregular surfaces, such as shaped columns. Fiber-reinforced plastic sheathing (25) is wrapped around or over the surface to be reinforced and fiber anchors (50) are installed at high stress areas, such as re-entrant corners. Cover strip (30) spreads force among fiber anchors (50) and provides a smooth finish.

Abstract: 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.

Abstract: The present application includes disclosure of various embodiments of composite construction beams and beam systems. In at least one exemplary embodiment of a composite construction beam of the present disclosure, the beam comprises an elongated shell having a length, a first relative end, and an interior volume, wherein the elongated shell defines a first aperture. An exemplary construction beam further comprises a first conduit within the interior volume of the elongated shell, the first conduit extending along a longitudinal direction of the beam and curving upward from the first relative end, and a second conduit within the interior volume of the elongated shell, the second conduit extending along at least a portion of the length of the elongated shell, wherein the first conduit and the second conduit are in communication with one another. In at least one embodiment, a construction beam of the present disclosure comprises a first flange positioned upon the elongated shell relative to the first aperture.

Abstract: A framework system for buildings and other structures having a plurality of structural columns each having a wall structure of generally circular cross-sectional configuration defining an internal chamber and having a number of pairs of elongate external undercut grooves extending the length of the column and defining internal elongate grooves also extending the length of the column. Structural framework members extend between adjacent ones of the structural columns and define opposed ends. Gripper members are mounted to the ends of each of the structural framework members and each have a pair of spaced hook-like lateral retainer flanges disposed in retaining engagement within the elongate external undercut grooves. A structural member extends the length of the internal chamber and has radially oriented structural flanges each being received within one of the internal elongate grooves.

Abstract: An enclosure, such as a column for supporting a roof, is defined by plural, adjacent, beveled segments, including two outermost segments, folded and joined. An adhesive is used on the beveled edges to help hold the shape of the enclosure. In addition, the edges of the outermost segments are configured to interlock so that, with manual force and no tools, the outermost segments can be snapped together, thereby holding the enclosure while the adhesive cures. The configurations on the outermost edges are preferably made of interlocking projections and recesses, at least one of which projections is displaced slightly when the outermost segments are joined. The segments may be formed by milling a single panel while applying tape to the joints between segments to hold them in adjacent relationship. The tape may then be removed after the enclosure is formed. The preferred material for the enclosure is foamed plastic.

Abstract: 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.

Abstract: A system and method for installing a decorative exterior on a standard signpost is disclosed. A first exterior shell is mounted on one side of the post, and a second exterior shell is mounted on the other. Discs halves are also provided which, when installed between the post and the shells, cause the shells to be securely fastened to the post. In another alternative system, a midsection of the post cover is installed as a tube that slides over two solid discs that are slid onto the post and supported by grommets.

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

Abstract: The present invention is predicated upon the provision of systems and methods for reinforcement of a structural member. More particularly, the present invention is predicated upon unique carrier configurations and application of reinforcing material thereto. In one configuration, the application of reinforcing material is achieved without the use of fasteners, adhesives, or both, for placement, locating and restrictive movement of the reinforcing material onto the carrier.

Abstract: The present application includes disclosure of various embodiments of composite construction beams and beam systems. In at least one exemplary embodiment of a composite construction beam of the present disclosure, the beam comprises an elongated shell having a length and an interior volume, wherein the elongated shell defines a first aperture. An exemplary construction beam further comprises a first conduit within the interior volume of the elongated shell, the first conduit having a curved profile extending along a longitudinal direction of the beam, and a second conduit within the interior volume of the elongated shell, the second conduit extending along at least a portion of the length of the elongated shell, wherein the first conduit and the second conduit are in communication with one another. In at least one embodiment, a construction beam of the present disclosure comprises a first flange positioned upon the elongated shell relative to the first aperture.

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

Abstract: A 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.

Abstract: A combination of an enclosure and a treated foam design and a method of manufacturing a treated foam design and combining the foam design with an enclosure consisting of a pool cage having vertical and horizontal aluminum tubing sections. After the enclosure (cage) is measured, the measurements are entered into an auto cad program and the cad file is entered into a computer controlled contour cutter. The colonnade pieces are then painted. The columns, cornices and trim contain depressions to fit around and conceal the tubing sections or tent poles. The aesthetically formed foam columns, cornices and trim are attached to the enclosure structure with a construction adhesive.

Abstract: 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.

Abstract: An anchorage system is provided for fixing the guardrail tubes for the building works. The anchorage system includes a body member having a recess, an end portion being formed thereof locations allowing to receive screws fitting therewith for be fixed in a wood casing before that the concrete be poured therein and that the casing be removed thereof, a cavity, and grooves. The recess receives an end tube provided of a rod and being formed as integral part of a guardrail tube. The end tube is blocked therein the cavity by the rod sliding therein grooves, and for that the end tube be blocked therein, the guardrail tube is rotated and fixed to the braces. The same anchorage system is also used with a fastening device for connecting a safety harness in a concrete slab.

Abstract: 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.

Abstract: A flexible wrap of rotatably interlocking fluted strips is provided. The fluted strips may have similarly shaped cross-sectional areas and be rotatably interconnected with one another such that the flexible wrap may be wrapped around an object. One end of a fluted strip may have a socket means for rotatably interlocking with an adjacent fluted strip. The socket means may have a circular inner diameter and two curved arms with an opening between their ends. The opposite end of the fluted strip may have a ball means for rotatably interlocking with another adjacent fluted strip. The ball means may have a circular outer diameter sized to slide into the circular inner diameter of the socket means of an adjacent fluted strip, and an arm sized to slide between the opening of the curved arms, during assembly. One fluted strip may be designed to join in the middle to facilitate wrapping.

Abstract: 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.

Abstract: A system and method for installing a decorative exterior on a standard signpost is disclosed. A first exterior shell is mounted on one side of the post, and a second exterior shell is mounted on the other. Discs halves are also provided which, when installed between the post and the shells, cause the shells to be securely fastened to the post.

Abstract: 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.

Abstract: A wooden beam for a supporting framework has at least two supporting members at least partially made of wood and defining together a continuous hollow cavity, and at least one shear connector located in the hollow cavity and characterized by a plurality of connection options, with the shear connector having its outside end set back with respect to an adjacent and face of the beam by a length corresponding to a forward wood length defined by a load applied to the beam.

Abstract: A flagpole assembly comprising a flagpole body having an aperture disposed in the side thereof, one or two internal fastening plates, disposed within the flagpole body, an external fastening plate and door assembly and a set of threaded fasteners securing the flagpole assembly together. A cleat or winch mount may be secured to the internal fastening plate, having a winch secured thereto for securement of a flag halyard inside the flagpole body.

Abstract: A system and method for installing a decorative exterior on a standard signpost is disclosed. A first exterior shell is mounted on one side of the post, and a second exterior shell is mounted on the other. Discs halves are also provided which, when installed between the post and the shells, cause the shells to be securely fastened to the post. In another alternative system, a midsection of the post cover is installed as a tube that slides over two solid discs that are slid onto the post and supported by grommets.

Abstract: 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.

Abstract: 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.

Abstract: A log for a log home has a plurality of pockets formed within the body of the log. The pockets are filled with foam to enhance the thermal rating of the log.

Abstract: Disclosed herein is a built-up type box-shaped steel column for filling concrete therein, that can be formed easily and economically in a built-up scheme by using ?-beams and steel plates, and a method for manufacturing the same that includes bonding a steel plate at the inner surface of a ?-shapes during a process of making a built-up type box-shaped steel column, thereby having a good resistance against a lateral pressure of concrete filled in the steel column and preventing the bonded portion from being exposed to the outside to provide a better outer appearance. The built-up type box-shaped steel column for filling concrete therein, includes: a ?-shapes disposed at each of the four corners of a box-shaped steel column to be formed; and a steel plate disposed between the ?-shapes adjacent to each other for connecting the ?-shapes with each other.

Abstract: A reinforced pole structure including a hollow pole with an interior surface and an access hand-hole therethrough near the bottom end and a base plate to which the bottom end of the pole is secured, the reinforced pole structure also including an elongate reinforcement device, preferably in the form of two elongate reinforcers, against the interior surface of the hollow pole, the lower edges of the reinforcers being welded to the pole at the bottom end and the hole-adjacent edge(s) of the reinforcers being welded to the lip of the hand-hole. Preferably, the reinforcers have a far-side pair of edges which, at least in positions opposite the hand-hole, are welded to the interior surface of the pole.

Abstract: A hybrid metal/composite material beam is suitable for withstanding bending stresses. The hybrid beam is a combination of dissimilar materials that are geometrically optimized in a structure to provide benefits beyond the characteristics of the materials separately. Also a stanchion assembly incorporates the hybrid beam.

Abstract: A post has a rectangular cross-sectional shape and mounted on one end of the post is a protective sleeve. The sleeve provides a cylindrical sidewall within which one end of the post is engaged. A bottom cap closes the end of the sidewall sealing the end of the post. A rectangular elastomeric seal is engaged with the sidewall peripheral to the post. A pair of L-shaped moldings are mounted exterior to the elastomeric seal providing engagement within a groove of the elastomeric seal and exerting a sealing force against the elastomeric seal and the post.

Abstract: The present invention provides a structural element for the construction of log type houses. The structural element comprises structural portions, preferably made of aluminum, and insulating material. The insulation coefficient of the structural element may be adapted to the local climate. Furthermore, the structural element is less sensible to temperature and humidity variations than wood, preventing possible cracks to appear between adjacent structural elements.

Abstract: 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.

Abstract: The invention relates to an elongate retaining element for building sheets, having, as seen in cross section perpendicular to its direction of elongation, a heard part (1) for engaging at least one said building sheets, a base part (3) for mounting the elongate retaining element on a support structure, and a connecting flange (2) extending upwardly from said base part (3) and joining said head part (1) to said base part (3). The elongate retaining element is made from a plastic material, such as PA, and has a reinforcement sheet (4), such as a metal sheet, extending from the connecting flange (2) into at least the head part (1). As seen in cross section, in the head part one free end (5) of the reinforcement sheet is bent into a section with an acute angle of less than 90°.

Abstract: The present application includes disclosure of various embodiments of composite construction beams and beam systems. In at least one exemplary embodiment of a composite construction beam of the present disclosure, the beam comprises an elongated shell having a length and an interior volume, wherein the elongated shell defines a first aperture. An exemplary construction beam further comprises a first conduit within the interior volume of the elongated shell, the first conduit having a curved profile extending along a longitudinal direction of the beam, and a second conduit within the interior volume of the elongated shell, the second conduit extending along at least a portion of the length of the elongated shell, wherein the first conduit and the second conduit are in communication with one another. In at least one embodiment, a construction beam of the present disclosure comprises a first flange positioned upon the elongated shell relative to the first aperture.

Abstract: A support structure for use with an existing single pole tower. The single pole tower has a pole anchored to a foundation and supports a first load. The support structure has a number of sleeves surrounding the pole. A first one of the sleeves is anchored to the foundation. A second load is attached to a second one of the sleeves.

Abstract: The present invention provides a structural member comprising a beam and, attached thereto, a sound insulating layer comprising a non-foamed, polymeric material. A method of obtaining such members is also provided.

Abstract: 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.

Abstract: A construction beam useful for building bridges, commercial or industrial buildings, or the like has an elongated shell with an interior volume. A conduit lies within the interior volume of the beam that has profile extending along a longitudinal direction of the beam. A compression reinforcement fills the interior volume of the conduit. The beam may include a shear connection device, where one end of the shear connection device is positioned in the compression reinforcement, and the other end extends outwardly through the shell.

Abstract: There are various pylons of wind power installations, primarily lattice mast pylons, tubular steel pylons or concrete pylons. In the case of pylons of concrete, there are various possible ways of producing same, inter alia also erecting pylons from ready-made reinforced concrete parts, wherein the individual ready-made reinforced concrete parts form respective segments which are laid one upon the other and which are then braced to each other._The object of the invention is to speed up construction of a pylon comprising segments disposed in mutually superposed relationship, with a bonding material between the segments._A pylon of a wind power installation, wherein the pylon comprises mutually superposed segments and there is a bonding material between the mutually superposed segments, and a heating element is provided in the upper region of the downwardly disposed segment and/or in the lower region of the upwardly disposed segment on the side of the segment, which is towards the oppositely disposed segment.

Abstract: A method and is disclosed for the production of winding cores having a solid wood exterior. The method comprises adhering a plurality of staves about the exterior of the extruded wood core, such that those staves form a shell.