Abstract: An example detachable device comprises a body with a transitional surface, a back portion, and a side portion. The body is to be affixed to a rail of a fence structure with the back portion in proximity to a surface of the rail. The side portion of the body is to be arranged proximate to a post portion of the fence structure.

Abstract: A clamper plate for securing a tower having a flange to a pedestal having an embedded first bolt and second bolt is disclosed. The clamper plate includes a first surface coming into contact with the flange and a second surface coming into contact with the pedestal. The clamper plate also includes a first through-hole for receiving the first bolt therethrough and a second through-hole for receiving the second bolt therethrough. During installation the clamper plate is placed over the flange and secured to the pedestal through the first bolt and second bolt.

Abstract: A pole reinforcement system and method for improving the stability of a pole with both an above-grade and below-grade installation. The pole reinforcement system generally includes a sleeve assembly which is secured around a pole via one or more retainers which may comprise brackets, securing bands, or other structures. One or more insertion attachments are utilized so that the sleeve assembly may be secured to the pole at a position below-grade. The sleeve assembly may comprise one or more sleeves which are secured around the pole. By utilizing the present invention to reinforce the pole both above- and below-grade, the stability of the pole may be greatly improved over prior reinforcement methods.

Abstract: A post anchor is provided for securing a post within a poured concrete slab. The post anchor comprises a socket having a first cavity sized to receive the post therein. A jacket member is adapted to mount over at least a portion of the socket. At least one tensile member is mounted to, and extending from, the jacket member. The jacket and tensile members function to reinforce the socket and to distribute any forces exerted upon the post anchor further into the surrounding concrete. The socket may be provided in a variety of heights, to allow the post anchor to be easily adapted to a variety of slab depths.

Abstract: The present disclosure is directed to a tower assembly for a wind turbine having a tower flange that can accommodate foundations and/or nacelles of varying sizes. The tower assembly includes one or more tower sections having an integral tower flange that can be secured to a foundation, atop the tower section(s), and/or at a mid-height tower location. Further, the tower flange includes a substantially cylindrical wall defining an outer diameter and an inner diameter separated by an increased radial thickness. Thus, a radial offset is defined between the outer diameter of the tower flange and the corresponding tower component, i.e. the foundation, another tower section, or a yaw bearing. Accordingly, the larger radial thickness of the tower flange allows the flange to accommodate foundations or turbines of varying sizes with one common tower.

Abstract: A stanchion such as a utility pole has an energy absorbing layer positioned proximate to the ground and surrounding the pole to absorb energy due to vehicular impact.

Abstract: A three-dimensionally-adjustable spike for securing a post comprises: two C-shaped walls, two wrench-accessible openings formed in the two C-shaped walls, a base molded to the two C-shaped walls, two post-elevating struts welded to the base, post-clamping screws screwed into the two C-shaped walls and the post, convex bolts each having a convex bolt bottom, concave upper washers each having an upper concave surface engaging with the convex bolt bottom, concave lower washers each having a lower concave surface, convex locking nuts each having a convex nut top engaging with the lower concave surface for three-dimensionally adjusting and securing the stanchion base and the post perpendicularly to the ground, a hammer plate, plate nuts welded to the hammer plate for stationarily securing the convex locking bolts to the hammer plate, spiral blades, offset spiral shovels, and a spike welded to the spiral blades, the offset spiral shovels, and the hammer plate.

Abstract: A retractable bollard system for installation in a support surface that includes pavement includes a shell that when installed in the support surface extends below an upper surface of the pavement. The bollard system includes a post to be telescopically coupled to the shell. The post is axially movable relative to the shell selectively to an upper area and a lower area. The post extends farther above the shell when the post is in the upper area than when the post is in the lower area. The bollard system further includes a shock absorber to encircle the shell. The shock absorber is made of a polymeric material.

Abstract: A pole reinforcement system for improving the stability of a pole with both an above-grade and below-grade installation. The pole reinforcement system generally includes a sleeve assembly which is secured around a pole via one or more retainers which may comprise brackets, securing bands, or other structures. One or more insertion attachments are utilized so that the sleeve assembly may be secured to the pole at a position below-grade. The sleeve assembly may comprise one or more sleeves which are secured around the pole. By utilizing the present invention to reinforce the pole both above- and below-grade, the stability of the pole may be greatly improved over prior reinforcement methods.

Abstract: The disclosed technology includes utility pole repair plates for repairing a pole, such as a utility pole. One or more utility pole repair plates may be attached to a utility pole in an interconnected fashion to cover a portion or the entire circumference of a utility pole. A utility pole repair plate may include multiple substantially planar interconnected plate segments disposed at angles designed to accommodate a particular pole geometry.

Abstract: A clamp arrangement includes a pair of brackets adapted to be clamped on opposing sides of the wooden post to encapsulate a fractured portion, each bracket is made from an integral sheet of metal cut and pressed to define a longitudinal hemispherical chamber and a pair of longitudinal flanges extended out from each, the longitudinal hemispherical chamber having an upper end wherein a lip is supported in the lateral extension by a multitude of pressed out ribs such that when the clamp arrangement is required to be driven into the ground about the wooden post, the lip provides a support location for an impact tool to drive the clamp arrangement into the ground.

Abstract: A landscaping post guard comprising a base, a lower collar and an upper collar is disclosed. The base comprises a side wall having an upper lip, a tray extending inwardly from the side wall below the upper lip, a central opening, and a raised lip around said central opening. The lower collar fits inside of the side wall, below the tray. The upper collar fits inside of said raised lip around said central opening. A guard comprising a planar sheet that connects a raised peripheral rim to a central upwardly extending wall is also disclosed. Tabs extend inwardly from an upper portion of the inner wall and a slit extends from the raised peripheral rim to the central wall. A spike band may be secured to the peripheral rim.

Abstract: A post stabilization apparatus and method of operation for setting a post within a post hole formed in the ground. The post stabilization apparatus includes one or more braces to support the post, each of said braces having a first end adapted for being driven into the ground; each of the one or more braces having a bracket assembly pivotally secured adjacent to a second end of thereof; and each bracket assembly having a magnet to removably attach the bracket assembly to the post.

Abstract: An apparatus for reinforcing an upstanding utility/meter pole having a worn top includes an elongate brace adapted to bear against the pole near a top end of the pole. A washer plate is disposed in overlying relation to the elongate brace. A front support is secured to an opposite side of the pole by an elongate bolt that extends diametrically through the pole and is engaged by a nut to secure the brace and front support in sandwiching relation to the pole. A second embodiment reinforces a cross arm of a pole and a third embodiment ensleeves a pole at its uppermost end in a cylindrical body that serves as a prosthesis for a disintegrating pole top.

Abstract: A post sleeve provides a substantially permanent base for supporting a post for a fence or sign, and from which one post can be removed and replaced with another post. The sleeve includes a concrete body that is poured on site, using a sleeve core prepositioned in the post hole, and around which wet concrete is poured. After the concrete is cured, the core is removed, leaving a post sleeve cavity configured to receive a post. The core can be rigid, or can include a flexible shell and stiffener. A preformed post sleeve top can be attached to the sleeve core and positioned therewith in the post hole, to become a permanent part of the post sleeve, once the concrete cures. A drain is attached to the core, and remains in the sleeve when the core is removed, and can be a percolation chamber, or passage extending below the sleeve.

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: Systems and methods relating to post or pole installation wherein a post-attachable member with outward projections is fastened to a post or pole prior to installation.

Abstract: Disclosed embodiments are directed toward driver implements and methods for driving rigid members into a support surface. In some embodiments, the disclosed driver implement is combined with a power machine that provides operation signals to the driver implement. Other embodiments disclose a rigid member that is configured to be driven into a support surface by various embodiments of the driver implement.

Abstract: An apparatus and method for decreasing rot and insect damage to in-ground wood increases the effective life of the wood. A waterproof collar has an upper margin that defines a seal against the wood and the collar surrounds the wood from a point above the ground level to a predetermined location below the ground level. The collar defines a barrier that prevents microbes and insects from gaining access to the wood over the most important portion of the wood in terms of structural integrity, the critical decay zone.

Abstract: A post footing device facilitates replacement of broken posts. The device includes a tube having an upper end, a lower end, and a perimeter wall extending between the upper end and the lower end. A sleeve has a top end, a bottom end, and a peripheral wall extending between the top end and the bottom end. The sleeve is insertable into the tube and configured for receiving and laterally supporting a post. Each of a plurality of alignment bars extends between the tube and the sleeve wherein the sleeve is held in position within the tube. The alignment bars are spaced around the sleeve such that the alignment bars align the sleeve in the tube. A support is positioned in the sleeve between the top end and the bottom end wherein the support is configured for supporting the post in the sleeve above the bottom end.

Abstract: Method and apparatus for anchoring and supporting a member in an upright position in the ground. An upper portion disposed above the ground receives and supports the upright member along with a lower portion disposed beneath the surface of the ground in a manner so as to secure the member in an upright position. The upper portion is attached to the lower portion using an anchor plate secured to the lower portion using threaded studs which are mounted into the cement of the foundation. The anchor plate is attached to a lower box sunk into the cement foundation with the lower box being secured into the foundation using a plurality of generally upright standing rebars.

Abstract: An apparatus and method for stabilizing a headstone. A substantially-rigid perforated member is provided having a headstone aperture formed therein. The perforated member includes at least one anchor extending away from the perforated member to be driven into the ground. At least one securing member is disposed at the headstone aperture of the perforated member to secure the stabilizing apparatus to the headstone. The method includes providing such a perforated member, removing existing sod from around the headstone, placing the perforated member over the headstone with the headstone extending through the headstone aperture so that the perforated member is next to the ground, adjusting a securing member so as to secure the stabilizing apparatus to the headstone, and placing sod on top of the perforated member.

Abstract: A reinforcement system made of steel members, (eg. steel reinforcing rods, threaded rods or functionally equivalent steel member), closely positioned with respect to, or positioned in contact with the exterior of straight tapered and/or pipe/stepped poles, such as wireless telecommunication poles. The method of use results in providing additional strength to the poles to enhance resistance against deflection caused by, for instance, wind forces and/or added weight resulting from mounting antennas thereto, thereby enabling the placement of, for instance, more antenna arrays and other communication antennas thereon is otherwise possible.

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: The present disclosure resides in a post, configured to be removably securable in an aperture and having a predetermined first cross-sectional area. The post includes an end portion having an angled face and a wedge, having a complementary angled face arranged against the angled face of the end portion. The wedge is configured to be slidably movable at the end portion to adjust a second cross-sectional area, defined by the wedge and the end portion. The angled face of the wedge is slidably movable relative to the angled face of the end portion to increase the second cross-sectional area relative to the first cross-sectional area to tightly secure the end portion (14) within an aperture. The post may further comprise a mechanism connected to the wedge for slidably moving the angled face of the wedge relative to the angled face of the end portion to increase the second cross-sectional area relative to the first cross-sectional area to tightly secure the end portion within an aperture.

Abstract: A tower base section, a tower adapter and a wind turbine having the tower base section and the tower adapter are provided. The tower base section includes a tubular side wall and a flange portion. The flange portion has an inner radius and an outer radius and is configured as a T-flange. The tubular side wall is located closer to the outer radius than to the inner radius. The adapter is arranged outside the tubular side wall and includes a bottom surface pressing from above on the flange portion.

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: The present invention provides a monopole tower having a tower supporting structure in which the outer dimension of a tower shell is the maximum dimension by eliminating a base plate which extends toward the outside of the tower shell. In a monopole tower provided upright on a foundation B, a lower end side of the tower 2 comprised a tower-side coupling member in a range equal to or less than outside diameter of a tower shell 21. In a space comprising a foundation-side coupling member provided on the foundation B, the foundation-side coupling member and the tower-side coupling member are coupled by welding, a bolt using a splice plate, or a rivet.

Abstract: A column-base, ground-moveable stand for stabilizing an elongate upright building-frame column, or the like, in a manner which creates and enables adjustable verticality for such a column's long axis. The stand includes (a) spaced, upper and lower, selectively openable/closeable clamping collar structures which are operable to grip the base of such a column at vertically spaced locations along the base of the column, with the collar structures, with respect to a gripped column, defining the disposition in space of the column's long axis, and (b) tilt-adjustable, load-spreading, ground-engaging, outrigger leg structures supportably joined to the collar structures.

Abstract: A protective cover for a wooden utility pole comprises a polymer envelope in which the bottom of the pole is placed. The envelope is sufficiently dimensioned to cover about 10 feet of the bottom of the pole. The envelope body is wrapped around the bottom portion of the pole and PVC tape is used to secure the body to the pole. A hermetic seal is placed over the mouth of the envelope which is located above the grade level of the excavation in which the pole sits thereby sealing the envelope to the pole. A metallic band is placed around the seal to protect it.

Abstract: A reinforcement system made of steel members, (e.g., steel reinforcing rods, threaded rods or functionally equivalent steel members), closely positioned with respect to, or positioned in contact with, the exterior of straight, tapered, and/or pipe/stepped poles, such as wireless telecommunication poles. The method of use results in providing additional strength to the poles to enhance resistance against deflection caused by, for instance, wind forces and/or added weight resulting from mounting antennas thereto, enabling the placement of, for instance, more antenna arrays and other communication antennas thereon than is otherwise possible.

Abstract: This disclosure relates to apparatuses and systems for reinforcing poles. In particular, it relates to reinforcement apparatuses and their use in bridging or splinting decaying or rotting vertical poles, especially wooden utility poles, in which the apparatuses have inward angled flanges.

Abstract: The modular kit for a tower has a height ranging between a minimum height and a maximum height, in particular for a wind energy turbine, comprises a first conical tower segment (10) comprising a steel tube having a predetermined length (11), a second conical tower segment (12) comprising a steel tube having a predetermined length (12), and a first cylindrical tower segment (14) comprising a steel tube having a length between a predetermined minimum length and a predetermined maximum length. The length of the first cylindrical tower segment (14) can be adapted to the necessary height of the tower between its minimum height and its maximum height. The minimum height is the sum of the predetermined lengths (11,12) of the first and second conical tower segments (10,12) and the minimum length of the first cylindrical tower segment (14).

Abstract: A tapered 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 and defining a tapered cross section from one end to another end. 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: A method of reinstating a pole standing upright in ground comprising, abutting an inner surface of a sleeve of a bridging beam against an outer surface of the pole so as to have a lower portion of the bridging beam penetrating the ground and an upper portion of the bridging beam projecting above the ground, arranging a plurality of locating members around the outer surface of the pole, and securing the bridging beam to the pole by strapping surrounding the pole held in place with respect to the pole by the locating members.

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 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: A post sleeve includes a reinforced concrete body preformed around a liner that defines a cavity extending longitudinally within the body, sized to receive a post. Standoff ribs run lengthwise within the cavity and extend inward from inner walls of the cavity. A post in the cavity is supported laterally by the standoff ribs. Drain channels between the ribs permit water to flow past the post and exit the cavity via a lower aperture. A drain tube is coupled to the lower aperture, and extends downward where it is covered with gravel at the bottom of a post hole. Concrete is poured around the post sleeve in the hole. The cavity is adaptable to receive posts of varying sizes, and at various depths. A collar closes a space between the post and the top of the cavity, permitting air circulation within the cavity while shedding water and substantially preventing insects from entering the cavity.

Abstract: A device for reinforcing a pylon foundation against being pulled out, said foundation comprising at least one block (10) which is buried in the ground of the site of the foundation and that presents a portion (12) of greatest section in a horizontal plane, the device comprising a slab (20) buried in the ground and disposed around said block (10) between said portion (12) and the surface (T) of the ground, said slab extending beyond the vertical projection of the periphery of said portion (12). The slab (20) may be made from a mixture comprising materials extracted from the site or materials brought in from elsewhere (such as a treated gravel mix) or a mixture of both, together with at least one binder. Advantageously, the total proportion of binder in said mixture lies in the range 3% to 15% by weight. The device is used to compensate for a deficit in resistance to being pulled out presented by an existing shallow foundation for a pylon.

Abstract: Embodiments of the invention provide a foundation for a wind turbine. The foundation includes a section which is partly embedded in a concrete section and a cover which is arranged across an intersection between the embedded section and the concrete section. In that way, intrusion of water between the sections can be prevented effectively, and the lifetime of the foundation can be increased and/or the maintenance costs can be reduced. A method of making a foundation for a wind turbine and a wind turbine with the foundation are also disclosed.

Abstract: A C-type underbracing has developed for installing on a lower portion of a utility pole for firmly anchoring the utility pole. The underbracing is comprised of: a body (12) formed a half-annular or C-shape with a rectangular cross section; a pair of the enlarged end portions (11, 11?) having larger rectangular cross section than that of the body; a pair of the conjunction (17, 17?) for connecting between the body and the enlarged end portions; a hook receiving hole (13) horizontally through a center of the body, and a pair of nut mounting portions (16, 16?) formed flat surfaces for seating the nuts and a pair of slit-shaped holes (14, 14?) for horizontally inserting U-bolts (20) through the body portion, the nut mounting portions and slit-shaped holes disposed both sides of said hook receiving hole, and an earth plate (30) made of conductive material is attached to the bottom surface of the body.

Abstract: A joining device (8) for hybrid wind turbine towers (5) intended for the fixation of a metal portion (6) of a wind turbine tower (5) to a concrete portion (7) of said wind turbine (1) which comprises a metal body (9) having a generally tubular configuration that is suitable to be fixed to the metal portion (6) of the tower (5) which in use is adjacent to the concrete portion (7), and suitable for being at least partially embedded into said concrete portion (7), said metal body (9) being provided with a number of anchoring openings (11) adapted such that the material of the concrete portion (7) passes therethrough. A hybrid wind turbine tower (5) comprises such a joining device (8) provided between one metal portion (6) and one concrete portion (7).

Abstract: A floor system for use in a conservatory or other annexes includes a panelled floor and a frame construction. The frame construction at least partly surrounds the panelled floor. The floor system is anchored in the ground by at least one ground anchor. The use of ground anchors makes a prior excavation substantially completely unnecessary. The floor system is a dry construction system, in which no construction material containing water are used during construction of the floor system.

Abstract: A tower foundation (10) comprises a base slab (11), a plurality of pillar slabs (12), and a crown stab (13). The base slab (11), pillar slabs (12) and crown slab (13) are all retained in position by six steel guide rods (18) that extend upwardly from the base slab (11). The six guide rods (18) have externally threaded ends configured to receive internally threaded mounting bolts (20). The guide rods are arranged in a generally triangular pattern. The pillar slabs are rectangular with their sides being undercut or sloping outwardly from the bottom surface to the top surface, i.e., the sidewalls diverge outwardly as they extend upwardly. The outwardly sloping sidewalls aid in preventing the foundation from tilting over time.

Abstract: A system and method which positions and orients a wall post or column during positioning and supports the post after it has been positioned. The system embodying the principles of the present invention is set and contacts surfaces of the post. The system includes two monolithic one-piece anchor blocks located on a level surface to have top faces thereof located co-level with each other and tie and cross rods each of which has a surface that is vertically oriented when in use and which abuttingly engages a corresponding surface of the post when in use. At least one tie rod is connected to the anchor block top faces and the cross rod is attached to the tie rod. The tie rod is located at a desired position relative to a reference plane and the cross rod is located at a desired location relative to a reference location. The post is located between the two anchor blocks and in abutting contact with the vertically oriented surfaces of the rods.

Abstract: A method for reinstating a pole standing in ground comprising, abutting an inner surface of a sleeve against an outer surface of the pole so as to have a lower portion of the sleeve penetrating the ground and an upper portion of the sleeve projecting above the ground, and sliding a secondary member against an outer surface of the sleeve so that the secondary member locates against the sleeve and projects above the ground and into the ground, wherein the construction is such that the sleeve and secondary member located against the sleeve jointly form a bridging beam incorporating a box section reinforcement of the bridging beam. The formation of this box section substantially improves the strength of the bridging beam above what would be expected from the strength of the individual components.

Abstract: A concrete foundation is described which is adapted to be embedded in the ground for supporting a pole thereon. The foundation is comprised of a vertically disposed central section having upper and lower ends with a base section embracing the lower end of the central section and being wedged thereagainst to anchor the central section in the ground. If additional weight is needed, one or more base sections may be stacked on top of the lowermost base section.

Abstract: Once installed, consumers will be able to utilize the same space to replace old, broken, or rotted posts without having to dig them up or pull them out. This product can be used to protect any 4×4 post from rot and pest destruction that is anchored in the ground. This product also accommodates two common styles of fence posts: Wood “4×4” and multiple sizes of galvanized pipe.

Abstract: A support post structure utilizing a core of wooden material. A cap extends over the bottom of the post and along the side of the post. A sheath extends over the side of the post and overlaps the cap. A heat flowable sealant is placed between the sheath and the core. Both the sheath and the cap may be heat shrunk to the post.

Abstract: An apparatus for bracing a masonry wall that is bowing or has begun to buckle as a result of hydrostatic pressure and/or other forces as may occur with the foundation or basement wall of a building. The wall restraint system includes a vertically disposed beam, which is positioned against a vertical concrete masonry wall and secured in place by a bottom bracket and a top bracket. The beam reinforces the wall and prevents further bowing, buckling, or potentially collapsing of the wall. One end of the beam is secured to the floor by a bottom bracket. The bottom bracket preferably receives the lower end of the beam. The upper end of the beam is secured against the basement wall by a top bracket or offset connector, which in turn is secured to one of the overhead floor joists. The beam may be offset to avoid piping or the like.