Abstract: A method for fabricating a tower or component thereof for use with a wind turbine is disclosed. The method comprises weaving a fibrous tow in a shape corresponding to the shape of the tower or component to form a flexible textile preform; and laminating the flexible textile preform to form a composite shell. Also disclosed is a wind turbine assembly comprising a composite wind turbine tower and a wind turbine coupled to the tower.

Abstract: Among other things, a nacelle of a wind-driven electric generator is supported by a structure that includes at least three legs that define a lower tower that is relatively broad at its lower end and rises to a relatively narrow waist, and a nacelle support that is relatively narrow at its lower end where it is attached to the waist and relatively broader at its upper end where it supports the nacelle.

Abstract: A method and system for assembling components in a tower of a wind energy turbine includes a platform comprising a connector with a movable cap for coupling the platform to a vertically adjacent structural element of the tower.

Abstract: A support tower for heavy loads or large structures such as a wind turbine generators, constructed of a plurality of telescopic tower sections with the outer lower tower section having a lower end supported from a foundation and at least one or more inner upper tower sections telescoped in an initial vertical nested relation within the outer lower tower section. The heavy load is mounted on an upper end of the inner upper tower section while in the initial vertical nested relation. The inner upper tower section or sections are then lifted upwardly to an extended tower height by lift mechanisms and the tower sections are secured in vertically extended position by inter-engaging wedge joint structure with bolt fasteners extending through mating wedge surfaces to retain the telescopic tower sections vertically extended and position the heavy load in a vertically elevated position.

Abstract: A composite wind turbine tower, method for fabricating a composite wind tower and an apparatus for forming a composite wind tower. The tower includes a first layer and a second layer, each having a matrix material and a plurality of reinforcing fibers disposed in the matrix material. The tower further includes a core layer disposed intermediate to the first layer and the second layer. The tower is capable of being partially or fully fabricated on-site.

Abstract: The present invention relates to a preassembled tower section of a wind power plant and a method of transporting a tower section of a wind power plant, the method comprising the steps providing the tower section at a preassembly site, preassembling at least one electronic subsystem of the wind power plant onto the tower section, transporting the preassembled tower section from the preassembly site to an installation site. In effect transport thereof is considerably simplified and a higher degree of modular design and preassembly is achieved.

Abstract: A non-boring support system, or a temporary arm gain, is described. The support system enables attaching a supporting arm to an existing utility pole. The support system can include a securing assembly and a mounting member. The securing assembly can define an aperture sufficiently large enough to receive and secure the supporting arm. The mounting member can be adapted to mount the securing assembly to the utility pole.

Abstract: A structural member and method with an improved arm connection is provided that allows quick connection of an arm to the structural member. Bolts are inserted through aligned apertures in first and second thru-vangs, as well as an abutting arm bracket. A securement member is inserted through an aperture in the bolts that is transverse to the bolts. Last, an arm is secured to the arm bracket for support of electrical conductors strung thereon.

Abstract: A method and apparatus for providing a halyard system configured to suspend a flag to a flag pole. The halyard system includes a holding member, a line member and a weighted-down mass structure. The holding member is coupled to the flag pole. The line member is operatively coupled to an upper side portion of the flag and extends through an upper portion of the flag pole to be removably coupled to the holding member. The weighted-down mass structure is operatively coupled to a lower side portion of the flag and operable to freely hang from the lower side portion of the flag. With this arrangement, the weighted-down mass structure is operable to place tension on the line member and a peripheral side of the flag so as to substantially maintain the peripheral side of the flag in a suspended position along side the flag pole.

Abstract: A combination tower includes a first elevating section, a second elevating section, a storage tank located above the first elevating section, and a wind turbine attached to the top of the second elevating section. The first elevating section is capable of supporting the second elevating section, storage tank, and wind turbine.

Abstract: An antenna tower structure comprising an essentially vertical elongated tower body with an internal installation shaft provided therein. One or more radio base stations are arranged in the installation shaft in the vicinity of one or more associated antennas at the top of the tower body. The installation shaft is formed to allow personnel access to the radio base station. There is also provided an elevator arrangement for an antenna tower structure.

Abstract: A pre-stressed segmented concrete tower for wind power generators is described, and a method for its fabrication, wherein in a pyramidal structure is formed by prefabricated segments, the structure comprising three rounded walls formed with circular segments, and three flat walls, formed with flat segments between the circular walls. One standard curved mold is used for the circular walls, and the flat walls are fabricated horizontally, over templates.

Abstract: The invention relates to a tower construction with an annular cross section, comprising one or more component tubes arranged concentrically one on top of the other, wherein at least one component tube is composed of at least 3 tube segments, the tube segments of at least one component tube are pretensioned relative to one another by means of tensioning devices, hereinafter referred to as segment tensioning devices, and the component tubes have tensioning devices, hereinafter referred to as component tube tensioning devices, which act at least in the axial direction and extend over at least one horizontal joint, the tube segments and the component tubes composed therefrom form, at their butting edges, joints having gaps, the gaps of the joints are filled at least partially with a joint-filling material, and the joints between the tube segments of the same component tube allow a certain, substantially constraint-free rotation of the adjoining tube segments about the joint axis.

Abstract: The invention relates to a wind turbine tower comprising at least two annular tower rings placed vertically on top of each other. The wind turbine tower is characterized in that, a first tower ring overlaps at least a further tower ring of the at least two tower rings. The invention further relates to a wind turbine, a wind turbine tower elevator for use in a wind turbine tower and a method for assembling a wind turbine tower.

Abstract: An assembly for mounting a hydrant to a roof. The assembly includes a housing that is adapted to fit about a standpipe that is disposed through a roof top. The assembly additionally has a sealing member that is positioned between the housing and the standpipe and a mounting plate that is connected to the housing to mount the hydrant to the roof.

Abstract: Device for producing an elongated concrete element extending in the vertical direction, for example a tower of a wind turbine generator system, comprising an inner casing and an outer casing, the inner casing and the outer casing being configured in such a way that between the inner casing and the outer casing there is an interspace, which is of a height that is less than the height of the concrete element to be produced. A number of pumps are used, in order to pump concrete into the interspace. The pumps are designed in such a way that the concrete can be introduced at high pressure in such a way that the interspace is filled with concrete and that the concrete element is forced vertically upwards out of the interspace during the hardening of the concrete. As the concrete element rises, an attachments, that later serves for pulling up and mounting various elements, is transported upwards.

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 method for constructing a ballistic resistant tower entails forming a tower ring for a ballistic resistant tower and welding a ballistic resistant stub to a structural ring on a ballistic resistant enclosure. The enclosure includes a hatch to allow entry into the enclosure. An embedment ring with perforations is constructed so that the ring can support a dynamic load and an impulse load of at least 24 psi for 5 milliseconds. The embedment ring is secured to a foundation and one or more tower rings are secured to the embedment ring using a slip ring. The slip ring ensures that the alignment of the tower ring with the embedment ring is correct. The method ends by slipping the ballistic resistant stub into the interior side and the upper end of the tower ring and welding the ballistic resistant stub to the interior side of the tower ring.

Abstract: The present invention relates to a High-voltage mast for supporting a number of conductors, comprising an upright, one or more crossarms fixable to the upright for mounting thereon at least a part of the conductors, a number of first mounting members which can be fixed to the upright and/or crossarms for the purpose of mounting the conductors, wherein the upright and/or crossarms comprise at least one electrically insulating part at the position of the mounting height of the conductors.

Abstract: A structural member with an improved arm connection is provided with a first thru-vang that has a plurality of apertures disposed therein that is secured to the structural member. A second thru-vang is disposed adjacent the first thru-vang and has a plurality of apertures also. The second thru-vang is also secured to the structural member. In addition, a plurality of pins are received through the plurality of apertures in the first thru-vang and the plurality of apertures in the second thru-vang, which are axially aligned. An arm bracket is coupled to the first thru-vang and the second thru-vang by the plurality of pins such that each of the plurality of pins extends between the first thru-vang and the second thru-vang. Last, an arm secured to the arm bracket for support electrical conductors.

Abstract: An inverted T-shaped connection member is disclosed for securing the lower end of an upstanding wind turbine tower to a foundation with the tower comprising a plurality of longitudinally extending peripheral sections joined together with each of the peripheral sections being bent along a plurality of longitudinally extending break lines to define a plurality of angled wall sections extending between inwardly extending edge portions with the lower ends of the peripheral sections having bolt openings formed therein. Each of the inverted T-shaped connection members has a generally horizontally disposed base portion and a generally vertically disposed web portion. The base portions of the connection members are secured to the foundation by bolts or the like. The upper ends of the web portions have bolt openings formed therein with the same being secured to the lower end of the tower by means of splice plates.

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: An improved method for anchoring to a concrete base a wood floor attachment member having top and bottom sides, a number of passthrough holes, and compressible pads attached to its bottom side. The method uses pointed fasteners having radially projecting heads and sleeves that are inserted in the passthrough holes. Each sleeve has an annular flange at its proximal end that overlies the attachment member and its center bore has a counterbore at the proximal end. The method also comprises use of a fastener driver having a nozzle sized to enter said sleeve counterbore but not said center bore, a hammer bore for receiving a fastener, and a hammer in the nozzle bore that is powered to engage the fastener head and drive the fastener into locking engagement with the base via said center bore, whereby to fix the sleeve surrounding the fastener, and the floor attachment member, to the base.

Abstract: The invention relates to a method of mounting a wind turbine at a mounting location, said method comprising the steps of providing a foundation (33A, 33B), said foundation comprising a foundation body and pre-fitted upper attachment means vibrating at least a part of the foundation into the earth by transferring of vibrations into the structure of the foundation, mounting at least a part of said wind turbine to said upper attachment means (12) of said foundation. According to the invention, large scale wind turbines, especially offshore wind turbines, may be transported and mounted at the site in a cost-effective and expedient way.

Abstract: A wind turbine, comprising a stationary vertical mast (or tower) on which a moving part of the wind turbine is arranged, which mast is at least partly composed from prefabricated wall parts, with several adjacent wall parts forming a substantially annular mast section. The invention also relates to a mast for a wind turbine, to a prefabricated wall part and to a method for building a wind turbine.

Abstract: A protective cover for a column base connector having a lower portion set in a body of concrete and an upper portion in the form of spaced-apart, upstanding, first and second flanges extending upwardly from an upper surface of the body of concrete, each one of the first and second flanges defining a respective one of first and second flange bolt holes for use in bolting a column to the column base connector. The protective cover takes the form of an inverted pot having a lower edge and a size such that the inverted pot fits over the upper portion of the column base connector with the lower edge atop an upper surface of the body of concrete. The inverted pot includes a first side that defines a first cover bolt hole disposed in a position to align with the first flange bolt hole, and a second side of the inverted pot opposite the first side that defines a second cover bolt hole disposed in a position to align with the second flange bolt hole.

Abstract: The invention concerns a method of erecting a pylon of prestressed concrete finished parts and an apparatus for advantageously carrying out the method. In order to at least reduce the problems present in the state of the art when erecting a pylon, there is provided a funnel-shaped apparatus 8 for guiding a tensioning wire, the smaller cross-section 11 thereof being substantially the same as that of the jacket tube 7. There is further provided a seal 20 for producing a pressure-tight transition between two mutually superposed segments 4, 6, wherein the height of the seal 20 substantially corresponds to the intended spacing of the segments. Also provided is a prestressed concrete finished part 4, 6 in which the apparatus 8 according to the invention is integrated. Finally there is provided a method in which epoxy resin is used as a composite joining material 34 between two segments.

Abstract: The present invention relates to an annular flange connection for attachment to one end of a tubular component. An object of one aspect of the invention is to provide an annular flange that is less prone to damage resulting from the stresses associated with the intended use. In one embodiment, an annular flange connection with a tubular portion for attachment to one end of a tubular component, in particular to a tower segment for assembling a wind turbine tower, and with a flange collar radially adjoining one end of said tubular portion, with a flange surface facing axially away from said tubular portion, the outer wall of the tubular portion being conical, in particular for attachment to an equally conical component.

Abstract: A mobile communication tower comprising a trailer comprising a chassis, mounted on two or more wheels, a hitch, a plurality of chassis guy wire attachment points and a plurality of leveling mechanisms; a telescopic tower pivotally mounted on the trailer; a mechanism to raise and lower the tower; a plurality of tower guy wire attachment points located on the tower; and a plurality of guy wires each with an upper end attached to one of the tower guy wire attachment points and a lower end attached to one of the chassis guy wire attachment points.

Abstract: A light antenna mast group (LAMG) provides antenna masts coupled to a vehicle cap structure which is disposed on the top of a light truck, which in one embodiment can be a high mobility multipurpose wheeled vehicle (HMMWV). The vehicle cap structure includes antenna mast deployment mechanisms, hinged rotator assemblies, an antenna storage system, and a plurality of spring loaded guide wire spools, all adapted to make deployment of the antenna masts rapid and simple.

Abstract: A guyed tower is used to support wireless communication equipment and/or other types of loads. The guyed tower is fixedly attached to a foundation, and a pole tower is erected within a middle region of the guyed tower. This pole tower is also fixedly attached to the foundation. The pole tower supports the guyed tower by absorbing bending moments that are applied to the guyed tower. Thus, the presence of the pole tower within the middle region of the guyed tower enables the guyed tower to support additional wireless transmission equipment and/or other types of loads.

Abstract: A tower (1) for wind power installations, on which at least one rotor (2) that can be driven by wind can be rotatably supported, has an especially low mass relative to its load-bearing capacity, stability, and rigidity, if it has a tower portion (3), tapering toward the top, with a bulging outer wall (4) that is convex in longitudinal section.

Abstract: The invention concerns a telecommunications mast installation (10), typically a base station in a cellular telephone network, which includes a mast (14) supporting a telecommunications antenna (16). A foundation structure (12) supports the mast. The foundation structure is in the form of an enclosed chamber (24) situated at least partially underground and defining an internal space which is accessible to personnel and which accommodates electronic equipment associated with operation of the antenna. For aesthetic and security reasons, it is preferred that the chamber (24) be competely underground.

Abstract: An improved crossarm support bracket for preventing excessive bending and breakage at the midsection of crossarms caused by conventional horizontal brackets and supporting heavier crossarms. The improvement comprises a base portion for attaching the bracket to a utility pole, a pair of spaced apart flanges for supporting a crossarm, and a pair of arcuate mounting seats providing contact surfaces with outer edges of the crossarm to minimize deformation of the crossarm. By assuming a bowed position along the curvature of the seats, the arcuate shaped seats eliminate point pressure exerted by outer ends of conventional horizontal brackets which act as wedges against a crossarm receiving the combined weight of the distal ends of the crossarm. Mounting seats further minimize deformation of the crossarm by contacting the crossarm at its outer edge rather than the entire surface area.

Abstract: A utility line support beam resists compressive forces while preventing moisture from entering the interior of the beam. A reinforcing member is placed within the interior of the beam. The reinforcing member is positioned to absorb any compressive forces resulting from either mounting the beam on a utility pole or mounting other structures to the beam. The beam is sealed to prevent moisture from entering.

Abstract: A telecommunications pole is wrapped along substantially its entire length with fabric, polymeric film, or weather-resistant paper, which displays camouflage, such as camouflage simulating bark or camouflage simulating foliage, and which is attached detachably to the pole. The fabric, film, or paper is wrapped around the pole in separate pieces, one above another along the pole, or a single piece. Each piece is attached detachably to itself via a releasable fastener or releasable fasteners, preferably a hook-and-loop fastener and alternatively a series of snap fasteners, or a zipper. Each piece may be suspended from the pole before being attached detachably to itself.

Abstract: Reinforcing apparatus for tower monopoles. The reinforcing apparatus comprises vertical threaded reinforcing bar rods, or rods with threaded ends, arranged around the pole and embedded in the pole foundation. The rods extend upward and are attached to the pole at spaced intervals using brackets. There are means provided for attaching rod segments to the pole at vertically spaced intervals, such as brackets. The rods comprise distinct rod segments, and means are provided for joining the vertically adjacent rod segments are provided, such as threaded couplings.

Abstract: Mast for a source of electromagnetic waves, comprising a number of peripheral rods (1) extending in vertical direction, the peripheral rods being mutually connected by transverse rods (2), and forming a space for accommodating the electromagnetic wave source in, or at the top of, the mast. The mast is provided with a stabilization device for reducing uncontrollable natural vibrations in the event of hypercritical wind speeds, said device being accommodated in, or on top of, the mast. The mast advantageously supports a lining of dishes (7).

Abstract: The invention results in a process of making a stronger, lighter concrete pole named Pylonflex, reinforced iron bars form a conic structural assembly to be placed in the pole mold. Four to five #5 sizes bars are placed longitudinally and joint by ¼″ size diameter continuous circular stirrups (drawings 041-042-043). The diameter of the structural form at the base varies (from 10″to 20″) and at the head (from 2″ to 8″). The structural assembly is attached by iron tie wire size {fraction (1/16)}″. Outlet boxes, electrical wiring conduct, 1½″ galvanize pipe light fixture support are attached to the structural assembly and placed in the pole mold. The structural iron bars assembly is placed symmetrically at 1½″ to 2″ thickness to the sides of the mold. The concrete mixture is being poured (100% capacity) and will remain at a dormant stage from 12 to 15 hours in order to obtain maximum strength 3000 psi.

Abstract: A standoff sleeve/fastener assembly and a powered driver are provided for anchoring a subfloor component of a hard wood floor system to a concrete slab. The sleeve has a peripheral flange and a countersink at a first end. The fastener is disposed in the sleeve and has an enlarged head that is adjacent to but spaced from the first end of the sleeve. The driver has a nozzle with a striker bore sized to receive the head of the fastener and a recess sized to accommodate the peripheral flange of the sleeve. The subfloor component is anchored by (1) positioning the sleeve/fastener assembly in a hole in that component with the bottom end of the sleeve contacting the concrete slab, (2) positioning the driver nozzle so that the fastener head and the flange of the sleeve reside in its striker bore and recess respectively, and (3) operating the driver whereby its striker impels the fastener to (a) pierce and penetrate the concrete slab and (b) lock the sleeve between the concrete slab and the head of the fastener.

Abstract: A modular tower assembly for use with blown film extrusion processes, where modular tower sections each having identical columns/foot prints can be stacked on top of one another. Each module can have rectangular type platforms with walk decks about a central rectangular void middle. Staircases can be built into the side of all decks modules up to the top deck. Each of the four vertical legs of the deck modules has flat plate bottoms to stack on the deck surface of the module beneath, and side cross bracing. Side extension platform deck wings with legs can be used when the central rectangular void is enlarged. The modules can be pre-formed and brought onsite to be erected in a rapid assembly manner by fasteners such as bolts, and be removable as compared to permanent type welded towers. The modular towers can include adjustable bracing components for further stiffening the modular towers to have reduced swaying, twisting and vibrations over time.

Abstract: Fastening system for anchoring wood floors to a base includes a fastener having a pointed distal end and a proximal head end, a sleeve for retaining structural members, the sleeve having a central bore therethrough, a countersink extending from a proximal end of the sleeve coaxially with the central bore, and an annular flange extending outwardly from the sleeve proximal end. The system further includes a driver for driving the fastener through the sleeve bore and into the base, the driver including a nozzle having a bore for receiving the fastener, the nozzle being adapted to enter the sleeve countersink. The driver further includes a hammer disposed in the nozzle and movable to engage the head of the fastener and to drive the fastener into locking engagement with the base, to fix the sleeve to the base, and thereby fix the structural members to the base.

Abstract: A wind turbine has a suspension and holders for such suspensions. Elongated members such as electrical power cables can be suspended from the nacelle of a wind turbine and down through the tower of the wind turbine. The suspension utilizes either a high friction between an inner rod and outer plates to hold the member by ensuring that the length of the inner rod and the supporting plates is at least four times the diameter of the members or a more mechanical holding of the members by providing beads in clamping portions constituting the suspension.

Abstract: A tower, an antenna platform and a mounting assembly for rotatably mounting the antenna platform to the tower. The mounting assembly includes tower mounting members for attaching the mounting assembly to the tower, platform mounting members for attaching the antenna platform to the mounting assembly, and rotational members to facilitate rotation of the antenna platform about a longitudinal axis of the tower. The mounting assembly enables the antenna platform to be set at any desired position about a 360-degree azimuth. The rotational members include a ring and the ring includes ring segments. If three ring segments are used, the mounting assembly enables rotation of the antenna platform along a 120-degree arc while the platform is connected to the tower. The platform mounting members are attached to the ring between the segments thereof. Centering clamps are provided to maintain centering of the platform about the longitudinal axis of the tower while the rotational members are being rotated.

Abstract: A guyed tower is used to support wireless communication equipment and/or other types of loads. The guyed tower is fixedly attached to a foundation, and a pole tower is erected within a middle region of the guyed tower. This pole tower is fixedly attached both to the foundation and to the guyed tower. Bending moments are transferred from the guyed tower to the pole tower via the collar that is disposed about the guyed tower. Thus, the presence of the pole tower within the middle region of the guyed tower increases the load capacity and stability of the guyed tower.

Abstract: An antenna support structure has the outward appearance of a palm tree. The antenna support structure has a vertical support pole with an upper portion, an intermediate portion and a lower portion. The lower portion is of a color and texture to resemble the trunk of a palm tree. Disposed outwardly from the intermediate portion is a plurality of antenna receptor members appropriately configured to receive desired electromagnetic signal waves. At the top of the support pole is a plurality of green members having the appearance of new palm fronds. Below the green members are a plurality of drooping members disposed downwardly about the intermediate portion of the support pole and covering the antenna receptor members. The drooping members have colors and textures to resemble a palm tree skirt.

Abstract: An antenna support for a power transmission tower having a vertically disposed mast extending upwardly through the tower with the antenna support being mounted on the upper end of the mast. The weight of antenna support is transferred to the legs of the tower rather than to the mast through the use of support bracing extending between the elongated pipe and the tower. An antenna platform is mounted on the upper end of the mast with the weight thereof being supported by the elongated pipe. The platform is comprised of three triangular-shaped platform sections having mounting rings at the inner ends thereof which are slipped over the upper end of the mast with the lowermost mounting ring resting upon the upper end of the elongated pipe. The antenna support may be mounted on a cellular transmitting/receiving tower or on a guy-wired mast.

Abstract: An apparatus for mounting a wind turbine on the upper end of a wind turbine tower and the method of erecting the same. The tower is provided with a pair of spaced-apart guide rails positioned at one side thereof which extend from the lower end to the upper end of the tower. A carriage is movably mounted on the guide rails and has a platform pivotally mounted thereon adapted to support the wind turbine thereon. The carriage positions the wind turbine so that the spinner/hub and rotor blades may be secured thereto while the wind turbine is at the lower end of the tower and provides a means for slidably moving the wind turbine from the carriage to the upper end of the tower when the carriage has been winched to the upper end of the tower.

Abstract: A structural member comprises a plastic base material with fiber reinforced plastic fill material. A gas producing substance or foaming agent is mixed with the base material and provides a lower density within the interior of the member. The structural member can comprise one or more of the components of a utility pole assembly, such as the crossarms, bracing, insulators and pole. A method of producing the structural member includes the steps of mixing additives with plastic pellets for feeding into an extruder. The extruded structural members are formed, cooled, pulled and cut to desired lengths.

Abstract: An insulator assembly has a mounting bracket for securing the insulator assembly to a support structure. The mounting bracket has a base having a first end and a second end. A first leg has a first end attached to the first end of the base and has a second end. A second leg has a first end attached to the second end of the base and has a second end. A first foot extends from the second end of the first leg. A second foot extends from the second end of the second leg.