Abstract: A multilayered netlock girder system is disclosed. The system includes a plurality of brace members positioned in a predefined multilayered network pattern, whereby positioning the plurality of brace members in the predefined multilayered network pattern enable the formation of a rigid network between at least two chord members comprising a plurality of insertion provisions for enabling a secured insertion of the plurality of brace members into the at least two chord members, a plurality of structural interlocks formed as a result of predefined multilayered network pattern configured for a secured interlocking of the plurality of brace members together at the plurality of interlockable junctions.

Abstract: A strengthening member for an automotive vehicle has a twelve-cornered cross section comprising sides and corners creating internal angles and external angles. The strengthening member also comprises one or more of trigger holes, convolutions, and flanges to stabilize the folding mode and prevent bending in response to an axially-applied crash force.

Abstract: A lightweight hollow member having excellent stiffness and impact properties and which is suitable for automotive parts due to having a high strength such as at least 780 MPa and a complicated shape is provided. A hollow member 11 has a hollow steel body 14. The body 14 is constituted by a single member at least in the lengthwise direction. The body 14 has a flat cross section having at least a portion with a maximum outer dimension L1 and a portion with an outer dimension L2 shorter than the maximum outer dimension L1. The body 14 has a twisted portion in a portion of its length.

Abstract: The invention relates to a method of producing a support (1) in the form of a prismatic hollow body and a support. The walls of the support (1) are formed by assembling top belt modules (2), bottom belt modules (3), front wall modules (4) and rear wall modules (5) respectively one after the other in the longitudinal direction of the support. Disposed in the interior of the support (1) at distances apart are transverse webs (6) and at least one guide track (7, 9) is provided on the support (1) extending in its longitudinal direction for a unit mounted so that it can move along the guide track. In order to obtain a high precision of the guide tracks (6, 7), the latter are formed by machining regions of the modules (2, 3, 4, 5) to remove material after the modules und transverse webs have been assembled.

Abstract: The invention concerns a tower element for a tower, preferably for a wind power plant, where several tower elements with an outer surface and an inner surface are mounted on top of each other, where the periphery of the tower element is made up of a number of segments provided with inwardly facing flanges at the longitudinal sides, the flanges being connected to corresponding flanges on laterally arranged segments. The individual segments are made with an overlap on the outer surface in the transverse joints and with a butt joint at the inwardly facing flanges. By the invention there is achieved flexibility in production and during transport and mounting. With an overlap on the outer surface between two segments, mechanical joining can be performed between two segments in transverse direction. This mechanical joint between two segments results in a more stable construction and a rigidity substantially corresponding to the rigidity that may be achieved in segments joined by welding.

Abstract: An anchoring rail is disclosed. The anchoring rail includes a rail body that has a holding space extending in the longitudinal direction of the rail body, a filler body that is provided in the holding space of the rail body, and at least one fiber-reinforced tear strip that is arranged between the rail body and the filler body for removing the filler body from the holding space. The tear strip has a matrix of modified natural rubber at least partially surrounding the fibers.

Abstract: A tower barrel for wind electric power generation includes a barrel wall for supporting a wind turbine generator system, a torsion cable direction-changing device which is placed in the tower barrel and fixed on the barrel wall for holding the cable from the wind turbine generator system and restraining the torsion of the cable, and cable clamps which are placed under the torsion cable direction-changing device and connected to the barrel wall for securing the cable. The torsion cable direction-changing device includes a beam and two supports for the beam, the supports are fixed on the barrel wall. The torsion cable direction-changing device in the tower barrel improves the safety of the cable, and so improves the safety of the wind turbine generator system.

Abstract: A telescoping structure includes a hollow outer section and a hollow inner section slidably mounted in the hollow outer section. The hollow outer section includes a first sidewall, a second sidewall and a third sidewall. The hollow inner section includes a fourth sidewall, a fifth sidewall and a sixth sidewall. A pair of sliding rails is disposed on the interior side of the first sidewall and a pair of raised sliding grooves is defined on the exterior side of the fourth sidewall. The pair of raised sliding grooves engages with the pair of sliding rails to enable a sliding movement of the hollow inner section relative to the hollow outer section.

Abstract: A strengthening member for an automotive vehicle comprises a twelve-cornered cross section including sides and corners creating internal angles and external angles. Each internal angle ranges from about 100° to about 110° and each external angle ranges from about 105° to about 130°.

Abstract: A support pole having a support member track portion and a support arm track portion is described that is configured to allow lateral and vertical displacement of the carrier device. In one or more implementations, the support pole includes a support member and a support arm extending outwardly from the support member. The support pole includes a support member track portion connected to the support member and a support arm track portion connected to the support arm. The support pole may also include a transition track portion disposed between the support member portion and the support arm portion. The track portions, collectively, are configured to allow a carrier device to transition between a first position and a second position.

Abstract: Provided is a structure that may include a structural tube having at least one slot extending from an end thereof, an end plate attached to the end of the structural tube, and at least one cross member extending through the at least one slot, the at least one cross member including a first region outside of the structural tube and a second region inside the structural tube.

Abstract: A deck unit is disclosed to form a deck system for a roof or floor that is capable of supporting a heavier load and/or spanning greater distances. The deck unit is a profiled, metal unit, that derives its greater load-bearing strength in part from its greater depth but provides flexibility in achieving the greater strength from the way the additional depth is obtained. In particular, a full length channel is attached to a hat-shaped profile. The channel adds strength both by increasing deck unit depth and by avoiding lengthening the webs on the hat-shaped profile. The channel increases design flexibility by allowing the designer to increase the strength of pre-existing decks by the addition of a channel of suitable metal thickness and size. It also provides a channel for conduit, cabling and wiring. The deck unit may be fluted or, by the addition of a liner panel to close the interior of hat-shaped profile, cellular. Sound absorbing materials can be installed in either a fluted or cellular deck unit.

Abstract: An environmentally friendly fiberglass utility pole that comes in three sections that are telescoped one around the other to provide a strong, wind and bending resistant structure. Each of the three sections has alternating protruding and intruding surfaces that are slip fit together to provide maximum strength while conserving material. Additionally, each of the three sections preferably are different lengths such that maximum reinforcement is provided along the center of the length of the pole, without requiring excessive material (or weight) at the top end of the pole.

Abstract: A structural member such as a strut includes a composite material tube having metal end fittings that are attached to the tube by co-bonded, double shear joints. The double shear bond joint construction reduces the residual stress on the bonds that result from mismatch of the coefficients of thermal expansion of the composite tube and the metal end fittings. The ends of the fittings that are bonded to the tube may include a stepped profile that functions to limit the peak stresses in the bonds.

Abstract: A concrete filled tubular steel column includes a longitudinally extending vertical tubular steel shell and an inner tubular steel member disposed at the center of the steel shell. A plurality of spaced vertical steel plates extend from the inner members toward but not abutting the steel shell. In addition a plurality of horizontally disposed perforated pipes extend outwardly from the inner member and have a plurality of meltable polymer plugs or caps to prevent plastic cement from flowing into or closing the openings. In the event of fire the plastic or polymer plugs or caps melt and allow gases and smoke to flow into the pipes and up through the inner member and out therefrom at the top of the column.

Abstract: A box-type frame member assembly, and a method for assembling the box-type frame member. A first section, having a web, a pair of flanges and a number of holes with locators, is placed onto a fixture assembly with the holes fitting onto pilots. A spacer is placed over each of the pilots and engaged with the locator of the respective hole in the first section. A second section, having a web, a pair of flanges, and a number of holes with locators, is then placed onto the fixture assembly with the holes fitting onto the pilots, and second end of each spacer is engaged with the locator associated with the web of the second section. Finally, the flanges of the first and second sections are secured together.

Abstract: An environmentally friendly fiberglass utility pole that comes in three sections that are telescoped one around the other to provide a strong, wind and bending resistant structure. Each of the three sections has alternating protruding and intruding surfaces that are slip fit together to provide maximum strength while conserving material. Additionally, each of the three sections preferably are different lengths such that maximum reinforcement is provided along the center of the length of the pole, without requiring excessive material (or weight) at the top end of the pole.

Abstract: A mast is erected to support a load. At least one stay cable supports the mast. The stay cable has an end and an opposite end. The end of the stay cable attaches to an upper region of the mast. The opposite end of the stay cable anchors at earth. The stay cable is oriented at an angle not exceeding ten degrees.

Abstract: A prefabricated roof plate element (4), including one or more longitudinal box-shaped girders (24), each having two predominantly U-shaped metal sections (10, 18) which at mutually facing, open sides are interconnected along narrow outwards bent lateral edges (5). The girders (24) are connected at upper and lower sides (19) corrugated in longitudinal direction which office corrugated metal plates (7) which are corrugated in a transverse direction and have approximately the same width as the roof plate element (4). The girders (24) are disposed along opposed sides and at a center of the roof plate element (4). One of the sections (10, 18) is shorter than another one of the sections to forming eaves (6).

Abstract: In a flange to adapt a wind power generator to a pre-stressed concrete tower, the flange includes an annular tapered pre-stressed concrete shell having a bulging which inwardly protrudes toward a central axis of the flange, and a steel component to be embedded within the pre-stressed concrete shell. The bulging includes a horizontal flat surface for settling the steel component. The steel component includes an annular tapered body having an upper and lower end, a plurality of vertical and radially extended fins joined to an external face of the steel component, a connecting ring joined to the body upper end and including a plurality of holes for introducing bolts to join the wind power generator, and an annular base joined to the body lower end, which is settled on the bulging.

Abstract: A moment resistant building column insert system is provided that enables the erection of beams to columns, and the installation and pretension of connection bolts possible in a single stop to each beam-column joint in the field. Included is a building column insert with pre-hardened structural filler inside, and a pattern of through-holes transverse to the insert length, where the insert has threaded elements disposed inside and concentric to erection holes in the pattern. The insert is disposed inside a building column. Erection bolts installed to the erection holes to hold the beam in place against the column with the holes in the beam mounting plate, the column and insert aligned. Connection through-bolts are installed and pretensioned to provide the connection strength needed to make a beam-column moment joint rigid. Without the pre-hardened structural filler in the insert the column would deform or crush due to the bolt pretensioning.

Abstract: A mast is erected to support a load. At least one stay cable supports the mast. The stay cable has an end and an opposite end. The end of the stay cable attaches to an upper region of the mast. The opposite end of the stay cable anchors at earth. The stay cable is oriented at an angle not exceeding ten degrees.

Abstract: 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.

Abstract: Techniques for building construction using fabricated timbers. In one example, such timbers are fabricated using conventional 2× (two-by) lumber to produce a square log appearance. These fabricated timbers are stacked to form outside and/or inside walls. The fabricated timbers and walls are configured to sustain desired vertical and lateral loads anticipated of a building such as a cabin, home, garage, barn, office building, or the like. A building constructed using such timbers appears to be built of square logs. Fabricated timber construction, as compared to conventional log or stick-frame construction, provides the appearance of high-quality log construction at a far lower cost, with higher R-values and appraised values, and is also far lower in cost and much simpler than conventional stick-frame construction.

Abstract: An exemplary embodiment includes a wood hybrid light pole with an internal wireway for electrical wires and a base with anchoring bolts and space for electrical connections.

Abstract: Structure and procedure for erecting concrete towers used in wind turbines in which said towers consist of sections, which in turn may each comprise a different number of segments or longitudinal sections. The procedure includes two differentiated cycles, which may take place alongside each other: the pre-assembly of each section of tower and their assembly. The sections may be pre-mounted on bases placed on the ground, with the segment in turn fitted with the help of struts and mechanical clamps. This procedure is extremely versatile in that it makes the best logistic use of the material, resources and requisite assembly times since the assembly procedures for each section can be developed alongside each other in the different wind farm towers, and also greater heights can be achieved than is traditionally possible.

Abstract: A truss beam comprised of a plurality of joined convex-curved rods with self-aligning adapters (SAA) adhesively attached at each end of the truss beam is disclosed. Shear web panels are attached to adjacent pairs of rods, providing buckling resistance for the truss beam. The rods are disposed adjacent to each other, centered around a common longitudinal axis, and oriented so that adjacent rod ends converge to at least one virtual convergence point on the common longitudinal axis, with the rods' curvature designed to increase prevent buckling for the truss beam. Each SAA has longitudinal bores that provide self-aligning of the rods in the SAA, the self-aligning feature enabling creation of strong adhesive bonds between each SAA and the rods. In certain embodiments of the present invention, pultruded unidirectional carbon fiber rods are coupled with carbon fiber shear web panels and metal SAA(s), resulting in a lightweight, low-cost but strong truss beam that is highly resistant to buckling.

Abstract: The subject matter of the invention relates to a support arm for a lifting platform, comprising at least one relatively wide support arm and an extension arm telescopically slidable therein, the arms each having torsionally rigid and flexurally stiff hollow profiles, a support bearing at the rear end of the accommodating arm for the pivotable hinging connection to a lifting carriage of a column and a bearing foot at the free end of the respective extension arm. A cost-effective production of support arms in different sizes and shapes is obtained by cutting at least the accommodating arm from a steel panel blank and forming it into a hollow profile and providing it with at least one transverse reinforcement.

Abstract: A high-temperature-stable hollow profile is described. The hollow profile is provided with side walls and transverse walls. Wall thicknesses of the side walls and of the transverse walls increase in cross-section from a central region to a corner region of the hollow profile.

Abstract: A structural member such as a strut includes a composite material tube having metal end fittings that are attached to the tube by co-bonded, double shear joints. The double shear bond joint construction reduces the residual stress on the bonds that result from mismatch of the coefficients of thermal expansion of the composite tube and the metal end fittings. The ends of the fittings that are bonded to the tube may include a stepped profile that functions to limit the peak stresses in the bonds.

Abstract: Pultruded and/or extruded lighting, mounting and climbing structures. The lighting structures comprise plural pullwound pultruded cylindrical structures and a mounting structure. The lighting structures also include plural types of climbing components.

Abstract: A modular frame system includes a structural member which can take the form of a vertical post or a horizontal beam. The member has a central, generally rectangular tubular body. The tubular body has four sides, two of which are connected by a substantially flat corner part. The member also has four fins extending from the tubular body in different directions for increased rigidity and stability. The fins also support floor, roof or wall panels. Holes are fabricated in the fins such that the member may be stacked on or attached to other similar structural members to create frameworks for buildings.

Abstract: A closed-section beam element is provided, especially in a form of a tubular beam, manufactured of composite material containing comminuted and/or broken-up filing material, mainly wooden chips and particles, and thermosetting resin, wherein said beam element (10) has generally of longitudinal shape and having cross section of its external contour of any polygonal shape, or a circular or oval shape and/or of any irregular shape, preferably provided with projections and/or recesses arranged over the external surface of said beam element, and additionally said beam element has a central through opening (20) forming an internal through channel, preferably of a circular cross section, wherein surface of the internal through channel is provided with a continuous contour of at least one screw or spiral line (40) in relation to a centre axis of said beam element and extending, preferably, along full length of the internal channel along its central axis.

Abstract: One embodiment of a beam structure may include a first side panel and a second side panel spaced apart from the first side panel. An intermediate panel extends from an intermediate portion of the first side panel to an intermediate portion of the second side panel. Further, the beam structure may include an end panel extending from an end portion of the first side panel to an end portion of the second side panel. The end panel may be spaced apart from the intermediate panel for configuring an enclosed channel bounded by the first and second side panels, the intermediate panel, and the end panel.

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 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.

Abstract: A metal utility pole including a hollow, centrifugally cast, ductile iron utility pole member having a tapered exterior and variable wall thickness for providing a shortened press-fit, slip joint between interconnected pole members. The shortened joint length requires less metal than conventional press-fit, slip joints while maintaining or improving the overall strength of the joint. This is accomplished by increasing the wall thickness of one or both interconnected pole members along the joint relative to the wall thickness of the body or mid-section of the pole members.

Abstract: In one aspect, a method of making a selected structure using composite materials is disclosed, which method in form includes providing a plurality of members each comprising a composite material, wherein each member is configured to be coupled to at least one other member in the plurality of members along a longitudinal side; coupling onsite the plurality of members along their longitudinal sides to form a base enclosed structure; and reinforcing onsite the base enclosed structure to form the selected structure.

Abstract: A device and method for providing a support for framing an opening. The device comprises generally a first stud, a second stud, and a connector to form a jamb stud connection assembly. Each of the first stud and the second stud comprises a web, a pair of flanges, and a pair of returns. The connector comprises an elevation, a pair of side flanges, and a pair of terminal flanges. The first stud and the second stud are secured together by the connector such that the elevation of the connector is flush with and attached to the web of the first stud, and the terminal flanges of the connector are flush with and attached to the web of the second stud. The jamb stud connection assembly may be vertically installed inside a wall adjacent to the opening.

Abstract: A framing member incorporates a series of web slots along a portion of the member that are expanded through the process of manufacture. The expansion of the web slots creates voids and metal web elements in the webbed portion of the member, which can be a stud. The voids created during the expansion process can become the voids for running wiring, plumbing and heating ducts. The web elements can be designed to minimize thermal transmission from the exterior to the interior of a wall including the member, as well as provide adequate structure properties required from the structural member. The expanded slots allow the part to enlarge without increasing the amount of raw material and therefore substantially reducing the cost to manufacture.

Abstract: A split column includes two half sections with locating features for aligning the half sections. A whole column is formed and then split into half sections. The locating features are formed on the inner surfaces of the half sections after the column is split into half sections.

Abstract: A tower includes an outer portion forming an outer covering for the wind turbine tower and an inner portion disposed within the outer portion. The inner portion includes a preassembled power module including an upwardly extending support and electrical components that extend outwardly beyond the upwardly extending support and guide supports coupled at a first end to the upwardly extending supports and extending outwardly beyond the electrical components.

Abstract: A structural, energy absorbing composite element for aircraft structures includes a metallic or nonmetallic skin shell with a porous filler material insert positioned within the skin shell. The porous filler material is a material having ligaments that collapse resulting in a densification of the porous filler material in response to impact loading or a compression force sufficient to cause failure of the combined assembly.

Abstract: Each of a plurality of vertically disposed trusses having angled rafters and a joint is coupled to a ridge board. Upper TboxTrusses function as the rafters. Each upper TboxTruss has a planar plate. The planar plate has a hollow box depending downwardly there from. An interior sheet of fire resistant fabric sheet material is above the upper TboxTrusses. An exterior sheet of the fire resistant fabric sheet material is below the upper TboxTrusses. Insulation material is located between the interior and exterior sheets and bounded by adjacent hollow boxes.

Abstract: Structural members widely adaptable for use to build various composite structures and assemblies having horizontal and vertical supports, such as columns, beams and rails, are shown and described. The composite structural members include a longitudinal channel having a web and first and second legs. Each leg includes a plane that extends from a side of the web and is inclined relative to the web, and a cylinder is located at an edge of the leg that is spaced from the web. Various fittings can be used to engage at least one of the cylinders of the channel to fix the channel in position relative to a second, third and/or fourth channel to form the column, beam or rail. Further, select brackets can be used to attach together columns, beams and rails of the assembly.

Abstract: A structural building component includes a pultruded member adapted to be used as a structural frame member of a building.

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: A column includes a shaft, a capital assembly, and a base assembly. The capital assembly has an indexing member that attaches to an overhead support. The indexing member aligns the capital, which in turn, vertically aligns the shaft. The base assembly includes a retaining ring that attaches to an underlying support surface. The retaining ring has a plurality of notches arranged to form a cross-hair with an intersection located at the center of the retaining ring. The column also includes an alignment mechanism configured to be suspended from a center of the indexing member. When being aligned, the alignment mechanism is suspended below the indexing member substantially over the center of the retaining ring.

Abstract: A tower part for a wind turbine includes at least one wall segment and at least one aperture segment including at least one aperture. The wall segment and the aperture segment are connected and the aperture segment is of a substantially uniform thickness and is thicker than the thickness of the wall segment. The tower part further includes an aperture cover system for covering at least one aperture in a tower part for a wind turbine, including cover plates and attachments for attaching the system to the tower part, where the attachments do not affect the fatigue limit of the tower part.

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.