Abstract: A protective covering and method for enclosing a pier and a post mounted to the pier and their connection that includes a body having perimeter wall defining a top end and a bottom end, an upper aperture disposed around the top end, a lower aperture disposed around the bottom end, and a cavity and a seal disposed proximate the upper aperture for compressively engaging an outer surface of the post.

Abstract: The current invention is a concrete post anchor and method of using comprising two substantially vertical side brackets, side brackets operatively connected opposite one another and spaced apart with a base bracket, forming a U-shaped bracket. A portion of the side bracket extends below the base bracket forming a tab. An anchor rod is operatively connected to the tab extending away from the base bracket in a direction opposite the U-shaped bracket. The anchor can be embedded in a concrete pier and then a post can be fastened to the anchor. This allows for post built-type buildings to be constructed without wood directly contacting the soil, thereby creating substantially stronger and longer-lasting posts buildings.

Abstract: A road safety barrier comprising a series of posts rigidly mounted on or in the ground, an anchor body (9) fixed in or on the ground beyond the series of posts, and at least one rope (1-4) which is supported by the posts so as to extend along the series of posts and which has an end portion (8) extending downwards from the last post (6a) of the series towards the anchor body (9). A terminal (19) is fixed on the extremity (8a) of the end portion (8) of the rope. An elongate tie bar 21 has a first end part connected to the anchor body (9) and a second end part releasably connected to the terminal (19) so that the elongate tie bar is in line with the terminal and the end portion (8) of the rope. The tie bar (21) reduces the risk of damage to the terminal (19) in the event of vehicular impact, and is easily replaceable. It also facilitates disengagement of the rope from the anchor body (9) if a vehicle becomes trapped by the end portion (8) of the rope during a collision.

Abstract: The current invention is a concrete post anchor and method of using comprising two substantially vertical side brackets, side brackets operatively connected opposite one another and spaced apart with a base bracket and a back bracket forming a U-shaped bracket. A pair of front brackets is removably attached to the side brackets. An anchor and a portion of the side brackets extend below the base bracket forming an anchor tab and a side bracket tab. A pair of anchor rods is operatively connected to each side bracket tab. The anchor can be embedded in a concrete pier and then a post can be secured within the concrete post anchor with the front brackets and fastened to the anchor. The concrete post anchor withstands increased loads and forces associated with post built-type buildings without permitting the wood post to directly contact the soil, thereby creating substantially stronger and longer-lasting post buildings.

Abstract: A compression anchor for holding a support member, such as a cylindrical handrail, is disclosed. The anchor includes a body having a cavity and a wedge portion that connects to the body using thick threads, such as 2-4 ACME 2-G threads. The wedge is substantially cylindrical and encircles a support member received in the cavity. A compression ring is in contact with the body and the wedge portion. As the wedge portion turns relative to the body using the threads, the compression ring expands and contracts to loosen or tighten the connection between the received support member and the anchor. The wedge portion and the body are corrosion resistant.

Abstract: The present invention relates to a tower foundation system (30) comprising a foundation (32) for a bottom section (36) of a tower, which bottom section (36) is to be connected to the upper part of the foundation (32), wherein the bottom section (36) is cast into the foundation (32) with an ultra high performance grout (42).

Abstract: A height adjustable jack piling assembly has a piling with a top and a bottom. A hinge axis is disposed on the top and a bearing plate is disposed at the bottom. A height adjustment mechanism extends upwardly from the bearing plate and through the piling to raise the piling, and the corresponding hinge axis, by operating the height adjustment mechanism from the top. The method includes placing a jack piling assembly and second lower piling, each having a hinge axis, into the earth and operating the height adjustment mechanism of the jack piling assembly to align the hinge axes.

Abstract: A framing assembly system for steel building that substantially reduces assembly time while maintaining excellent strength and mechanical integrity and has vastly improved resistance to uplift forces. Foundation assemblies or anchor structures are first precisely located before concrete is poured to form the foundation, encasing the anchor structures within the foundation. Columns may then be attached to the anchor structures without the need for readjusting the location of the columns. The rest of the building framework is subsequently attached to the columns. The resulting structure is highly resistant to uplift forces and seismic effects while being much faster and simpler to assemble than previous structures. Cracking of the concrete foundation prior to the complete curing of the concrete is also reduced.

Abstract: Presented is an anchor bolt placement and protection device to facilitate setting of anchor bolts in concrete to facilitate placement of a mud sill. It is important that the anchor bolts that secure a mud sill to a foundation be properly spaced from the outside edge of the foundation. In one embodiment there is provided a device having a tubular projection open at one end to receive the threaded end of an anchor bolt. Projecting integrally from the bottom open end of the tubular projection are two lateral projections. One is adapted to place an anchor bolt when a 2×4 mud sill is used. The second projection positions the anchor bolt at the proper distance to receive a 2×6 mud sill. A second embodiment is provided with a single lateral projection extending perpendicularly from the open bottom end of the tubular projection. The top surface of the lateral extension is provided with cross-ribs and indicia that indicate the proper placement of either a 2×4 or 2×6 mud sill.

Abstract: A means and method for rigidly elevating a structure includes a base member securable in the ground and which has a portion extending above the ground. A pole section, having a bore inside a lower end, and an upper end, can be stacked upon the base means upwardly by slip fitting the pole section onto the base end and securing it in place. A flexible, easily transportable and durable system is thereby created for elevating structures.

Abstract: A building foundation anchoring and interface system for receiving supporting the base of an upright structural column. This system and interface includes an open-topped bucket-well structure which is embedded in a foundation, and which is sized so as to permit the received base of an inserted column to be adjusted laterally, in a multidirectional sense, vertically angularly, and axially rotationally, and with substantial clearance, so as to enable easy correct positioning of a column. Poured into the bucket-well structure after the same has received the base of a column is an appropriate fluid-flowable, hardenable, bulk anchoring material, such as conventional building grout material. An opening may be provided in the wall of the base of a column so that such flowable material flows into the interior of a column, as well as into the space between the outside of the column's base and the inside of the receiving bucket-well.

Abstract: The present embodiments provide methods and apparatuses for use in reinforcing access door apertures and other apertures formed in fairings. Some embodiments provide an apparatus that includes a door aperture formed in a facesheet and a first load deflector having a length, wherein the first load deflector is curved along at least a portion of its length. The first load deflector is secured with the facesheet proximate the aperture such that the first load deflector deflects a load. In some embodiments the first curved load deflector comprises a majority of layers having orientations along the load to be deflected. The apparatus can further include a patch bonded with the facesheet proximate the aperture such that the patch surrounds the door aperture.

Abstract: An expandable socket holds a fence pole for a flexible swimming pool fence. The socket, being generally cylindrical, but slightly tapered, is open at a top end and has a bottom end partially closed with a rectangular opening. The socket sits within a bore within a concrete swimming pool deck or within a cylindrical sleeve adapted to be imbedded in a hole in earth. The lower end of the fence pole has a shaft, with a locking plate mounted thereon. The locking plate fits through the opening in the socket and is twisted to lock the pole in place within the socket. The socket has one or more lengthwise expansion ribs extending from a sidewall. Each rib is capable of limited pivotal outwardly and inwardly movement and has an increased taper at the distal end. When the fence pole is inserted into the socket, each rib is forced outwardly to engage an inner surface of the cylindrical sleeve.

Abstract: A column for use in post-frame construction having a two piece construction in which a first or foundation column portion of the column is set into the earth with a proximal end thereof protruding from the earth. The proximal end of the foundation column includes a column bracket for joining the foundation column to a wooden column comprising the second portion of the two piece column of the present invention. The foundation column of the present invention comprises a precast concrete column. The foundation column of the present invention advantageously resists degradation of its mechanical properties due to environmental influences while providing the necessary strength to support a post-frame building, including, e.g., the environmental loads received by the building. The wood column comprising the second portion of the two piece column of the present invention advantageously provides ease of workability to complete construction of a post-frame building.

Abstract: The present invention provides a device for concealing and covering a columnar jack for columnar supports and a method of concealing a columnar jack using a columnar jack concealing kit. The device comprises a strap member, a skirt sized and shaped for covering the columnar jack, and a band member for attaching the skirt to the strap member. The strap member is sized and shaped for folding over and enclosing the band member and a portion of the skirt. The adjustable clamp member can attach the adjustable shield member with the adjustable strap member to the columnar support. The adjustable shield member can conceal and shield the columnar jack and the adjustable strap member can enclose the adjustable clamp member.

Abstract: A deck construction including a plurality of supports for anchoring deck construction elements to a building site. The supports include a body (which may be an integrally molded concrete pier) having upper and lower portions. The upper portion includes at least one slot for seating a horizontally oriented construction member. The slot includes a center socket portion having four extended corners for seating the bottom end of a vertically oriented construction member. The slot and center socket are defined by connecting wall portions which may be integral to the body or may be of plastic or metal and suitable secured to the body. In some cases, two mutually perpendicular slots are provided.

Abstract: A telescoping pier foundation system (100, 100a, 100b) comprises generally an outer shell preferably made of a tough material, such as, a suitable polymer or a metal alloy, having an internal cavity (12) for receiving cementitious mixture. The outer shell comprises a stationary portion (10) and at least one longitudinally telescoping member (30) in longitudinal alignment with one another and connected to one another to achieve a given height, length or depth for forming a pier foundation. After the at least one telescoping member (30) is raised to meet a structural member (80, 80a) of a building and secured to the structural member, the internal cavity (12) of the outer shell is filled with cementitious mixture and cured to form a composite pier foundation.

Abstract: A pole anchoring system for supporting a hollow distribution pole vertically over a hard support surface, such as rock, concrete or the like is described. The anchoring system comprises a solid plug of predetermined length and diameter adapted for close fit in a lower section of a hollow distribution pole. A harness assembly is connected about the lower section of the hollow distribution pole by connectors. The harness assembly has at least three anchor bolt restraining guides which are vertically spaced-apart about the harness assembly for captively receiving an upper portion of an anchor bolt of an anchor bolt assembly in each of the restraining guides. The anchor bolt assembly has a lower anchoring section and an upper anchor actuation section.

Abstract: A pole anchor installation having an anchor base with a central threaded open-ended hole mounted in a receptacle formed in a planking or concrete of a deck. An elongated sleeve having external threads is threadably fitted into the threaded opening of the anchor base so that the sleeve upwardly projects to insertably receive a substantial portion of a pole intended to be supported. A threaded blockage plug is received in the threaded opening of the anchor base when the sleeve and pole are not employed preventing clogging of the threaded opening. In a wood foundation, angular threaded bores are provided into which mounting screws are placed to secure the anchor base. In a concrete block or cement slab, reinforcing rods are carried on the underside of the anchor base and are embedded within the material of the block or slab. In either type of installation, the top surface of the support anchor base is flush with the surrounding surface of either the wood planking or the cement block or cement slab.

Abstract: A novel pool deck structure channel located beneath a swimming pool deck surface is disclosed that incorporates both a drainage device and a pool safety fence support structure. The unique channel design eliminate the need to have separate support holes drilled in a pool deck surface that can be a safety hazard when not in use, cause functional problems due to dirt and debris, and are not otherwise aesthetically pleasing. The unique channel design includes an elongated trough extending beneath the pool deck surface for supporting a drainage device, a plurality of holes in the trough, and a plurality of inserts within the holes that extend into the trough in order to support pool safety fence support posts.

Abstract: A building foundation anchoring and interface system for receiving supporting the base of an upright structural column. This system and interface includes an open-topped bucket-well structure which is embedded in a foundation, and which is sized so as to permit the received base of an inserted column to be adjusted laterally, in a multidirectional sense, vertically angularly, and axially rotationally, and with substantial clearance, so as to enable easy correct positioning of a column. Poured into the bucket-well structure after the same has received the base of a column is an appropriate fluid-flowable, hardenable, bulk anchoring material, such as conventional building grout material. An opening may be provided in the wall of the base of a column so that such flowable material flows into the interior of a column, as well as into the space between the outside of the column's base and the inside of the receiving bucket-well.

Abstract: A floor perimeter safety rail arrangement for the protection of workers on the floor of a building on which the workers are workers. The rail arrangement comprises a cement encasable hollow receiving base for attachment to a support surface and a stanchion post removably received in the receiving base. A locking arrangement is provided for both securing and unlocking the stanchion post with respect to the receiving base after the cement has been poured.

Abstract: A column protector for positioning at a base of a warehouse rack column to protect the column from damage caused by a forklift. The column protector includes a collar and a foot. The collar and the foot form a device that protects columns of a rack systems from forklift impact.

Abstract: A perimeter weighted foundation has a central pier pedestal and a base extending outwardly from and below the pier pedestal. The base includes an outer perimeter wall section and a radially extending, disk-shaped spread section interconnecting the bottom of the pier pedestal and the top of the perimeter wall section with the top surface of the spread section being positioned substantially below the top of the pier pedestal. The pier pedestal includes vertical post tensioned anchor bolts in accordance with U.S. Pat. Nos. 5,586,417 and 5,826,387. The spread section includes two layers of sleeved post tensioned bolts which extend through the bottom of the pier pedestal, through the spread section and into the top of the perimeter wall section to post tension the perimeter wall section, the spread section and the pier pedestal.

Abstract: A pier system has a plurality of footers each formed with a base fabricated of concrete with a top face having a downwardly extending bore. A plurality of pilings are each formed with a hollow tubular shaft with a top region and a bottom region coupled to a footer. Each piling has a reinforcing bar with an upper region and a lower region coupled within the bore of a footer. Each piling further has a plurality of apertures formed within the upper region of each shaft. A deck has a plurality of stringers with spaced free ends located within the shafts. A supplemental quantity of concrete within each shaft couples the shafts, footers, reinforcing bars, and stringers. A plurality of planks have mechanisms that couple the planks to the stringers.

Abstract: An outdoor privacy wall that includes at least one self supporting panel mounted on multiple, spaced apart footings disposed in the ground. The panel features a rectangular shape and has opposing faces bounded by parallel upper and lower edges and a pair of parallel side edges connecting the upper and lower edges. At least one of the opposing faces includes a recessed region. A thick peripheral portion surrounds the recessed region and longitudinal reinforcing elements extend longitudinally through the thick peripheral region. A vertically oriented mold assembly is used to manufacture the panels.

Abstract: A wall system including at least a first brick fence segment. The first brick fence segment is formed from a plurality of bricks adhered together by mortar. The wall system further includes at least a first block column connected to the first brick fence segment. The first block column includes a plurality of blocks at least one of which is a column block. The column block has a front face, a rear face, a first end, a second end, a top and a bottom. A first recess is formed in the first end of the column block. The first recess is sized slightly larger than a width of a first brick of the first brick fence segment such that the first recess receives the first brick of the first brick fence segment. The first recess is formed by at least two opposing walls. A groove is formed in each of the two opposing walls to receive a leveling device. An isolation member formed from an elastomeric material is disposed in the first recess.

Abstract: An easily-constructed foundation for an antenna support tower is provided that requires no fabricated support surface at the installation site. The foundation is a radial array of prefabricated buildings connected near their inner corners to each other. In a first embodiment, one leg of a multi-legged tower rests on each building, the buildings transferring forces from the tower to the support surface below the buildings. In a second embodiment, a tapered monopole tower is located in the center of the array of buildings. The monopole tower may rest on a prepared surface or may be supported above the support surface. Support structures, each having a central ring and radially extending arms, are attached at the building connection points, one support structure above the other. The monopole tower is positioned within the central ring, transferring lateral loads through the ring and arms to the buildings, negating the need for a moment base.

Abstract: The present invention relates to a bracket for securing collector flight support tracks that are used in sludge collectors. The mounting bracket is suitable for use with various types of support track configurations. The mounting bracket is part of an assembly that is adjustable and includes a pair of unitary molded hubs and a connecting member that extends between the pair of hubs. The hubs are preferably constructed so as to facilitate being mounted in one of a number of alternative positions on a wall of a collector tank or to be secured to a variety of commonly used collector flight support tracks.

Abstract: A connector for attaching a first building structural member to a second building structural member in conjunction with fasteners and an anchor member to resist forces on buildings imposed by earthquakes, hurricanes, tornadoes and other similar cataclysmic forces is made with a strap and a standoff base. The standoff base receives the anchor member, and bears upon the strap. The strap is connected to the first building structural member by means of the fasteners. The first building structural member bears upon the standoff base while being lifted above the anchor member by the standoff base.

Abstract: A concrete slab construction in which a building ring is used to isolate the slab from a column which supports upper parts of a building. The ring is placed on a concrete pier beneath the column. Concrete may be poured to form a slab outside of the ring and also inside the cavity formed within the ring. The column maybe placed directly on the pier before the ring is filled with concrete or on the concrete which is poured inside the ring. The ring may be tapered from bottom to top to enhance isolation of the column and pier from the slab. The ring may be adjustable in diameter and height and may have a fastening foot for securing the ring in place on the pier.

Abstract: A pole mounting system mountable on a footing and used for supporting vertical structures. The system includes a pole having a lower end terminating in a lower edge, a base plate having an opening, and ears attached transversely to the base plate adjacent to the opening. The pole is secured within the opening in the base plate to allow the base plate to provide improved structural support. The ears are vertically aligned with the pole and are welded to the pole along their upper edges. The lower edge of the pole is also welded to the base plate. The ears can be integrally formed from the base plate in a process whereby, first, interconnected slots are cut into the base plate such that the slots define the ears, and second, the ears are bent upward so that the ears can received the pole. No additional supports or weld pieces are necessary, so that the improved mounting system may provide sufficient support with two pieces, the pole and the base plate.

Abstract: A footing for use to support stanchions of sound-barrier walls is a one-piece monolithic element that includes a base having a plurality of prestressing cables therein. A stanchion is accommodated in a bore defined in either a sleeve included with the base or directly in the base. If a sleeve is included, the sleeve includes a plurality of prestressing strands or rebars. One form of sound-barrier wall includes adjacent panels on opposite sides of a stanchion whereby a panel must be lifted in order to tip the stanchion over so wind forces are safely accommodated. Another form of the footing includes projections that extend into the bore. Various forms of sound-barrier wall configurations can be accommodated by the footing.

Abstract: A concrete slab construction in which a building ring is used to isolate the slab from a column which supports upper parts of a building. The ring is placed on a concrete pier beneath the column. Concrete may be poured to form a slab outside of the ring and also inside the cavity formed within the ring. The column may be placed directly on the pier before the ring is filled with concrete or on the concrete which is poured inside the ring. The ring may be tapered from bottom to top to enhance isolation of the column and pier from the slab. The ring may be adjustable in diameter and height and may have a fastening foot for securing the ring in place on the pier.

Abstract: A deck construction including a plurality of supports for anchoring deck construction elements to a building site. The supports include a body (which may be an integrally molded concrete pier) having upper and lower portions. The upper portion includes at least one slot for seating a horizontally oriented construction member. The slot includes a center socket portion having four extended corners for seating the bottom end of a vertically oriented construction member. The slot and center socket are defined by connecting wall portions which may be integral to the body or may be of plastic or metal and suitable secured to the body. In some cases, two mutually perpendicular slots are provided.

Abstract: A freestanding wall is constructed by erecting at least two upright supports. The upright supports are either posts or columns. Upper and lower horizontal structure members are fastened to the upright supports. Vertical intermediate framing members are secured between the upper horizontal structure member and the lower horizontal structure member. Cladding is attached to at least the front and optionally the back of each vertical intermediate framing member to conceal each vertical intermediate framing member. The upper horizontal structure member is then covered with a cap.

Abstract: A foundation element in the form of a rigid monolithic prefabricated frame which includes at least two opposite containing side walls and cross-members interconnecting the two side walls so as to form a casting through-cavity between these two walls. The frame is intended to be located on the ground with the interposition of adjustable support devices and is intended to receive a hardenable fluid binder material poured into its through-cavity and adapted to spread onto the ground between this and the side walls and to fill the cavity, encapsulating the cross-members and the iron rods or other connecting members for connecting a superstructure element. Also provided are prefabricated structures including prefabricated tunnels, with foundation elements formed by means of the said prefabricated frames.

Abstract: A support pole including a baseplate attached to a footing and having a central opening formed therein. A hollow shaft has its lower end received by the central opening in the baseplate. The lower end of the shaft is shaped to provide one or more deformations which facilitate the shaft to baseplate connection.

Abstract: A post base has an upwardly-tapering portion. The base is designed to be at least partially buried in the ground.

Abstract: A connector for attaching a first building structural member to a second building structural member in conjunction with fasteners and an anchor member to resist forces on buildings imposed by earthquakes, hurricanes, tornadoes and other similar cataclysmic forces is made with a strap and a standoff base. The standoff base receives the anchor member, and bears upon the strap. The strap is connected the first building structural member by means of the fasteners. The first building structural member bears upon the standoff base while being lifted above the anchor member by the standoff base.

Abstract: A foundation element in the form of a rigid monolithic prefabricated frame which includes at least two opposite containing side walls and cross-members interconnecting the two side walls so as to form a casting through-cavity between these two walls. The frame is intended to be located on the ground with the interposition of adjustable support devices and is intended to receive a hardenable fluid binder material poured into its through-cavity and adapted to spread onto the ground between this and the side walls and to fill the cavity, encapsulating the cross-members and the iron rods or other connecting members for connecting a superstructure element. Also provided are prefabricated structures including prefabricated tunnels, with foundation elements formed by means of the prefabricated frames.

Abstract: A deck construction including a plurality of supports for anchoring deck construction elements to a building site. The supports include a body (which may be an integrally molded concrete pier) having upper and lower portions. The upper portion includes at least one slot for seating a horizontally oriented construction member. The slot includes a center socket portion having four extended corners for seating the bottom end of a vertically oriented construction member. The slot and center socket are defined by connecting wall portions which may be integral to the body or may be of plastic or metal and suitable secured to the body. In some cases, two mutually perpendicular slots are provided.

Abstract: A means and method for rigidly elevating a structure includes a base member securable in the ground and which has a portion extending above the ground. A pole section, having a bore inside a lower end, and an upper end, can be stacked upon the base means upwardly by slip fitting the pole section onto the base end and securing it in place. A flexible, easily transportable and durable system is thereby created for elevating structures.

Abstract: A pole assembly includes two parts—a hollow stub foundation and a hollow pole, which telescopes over the stub foundation and rests on the ground. The stub and the pole preferably are adhered together. The stub preferably has a roughened outer surface at least in its upper portion to help it adhere to the inner surface of the pole when the two are assembled together. The stub has access openings to facilitate running wiring through the stub into the pole, and the pole preferably has an access opening that is aligned with an opening in the stub when the pole is installed on the stub to provide access for connecting wiring running inside the stub to wiring running inside the pole.

Abstract: A deck construction including a plurality of supports for anchoring deck construction elements to a building site. The supports include a body (which may be an integrally molded concrete pier) having upper and lower portions. The upper portion includes at least one slot for seating a horizontally oriented construction member. The slot includes a center socket portion having four extended corners for seating the bottom end of a vertically oriented construction member. The slot and center socket are defined by connecting wall portions which may be integral to the body or may be of plastic or metal and suitable secured to the body. In some cases, two mutually perpendicular slots are provided.

Abstract: A deck construction including a plurality of supports for anchoring deck construction elements to a building site. The supports include a body (which may be an integrally molded concrete pier) having upper and lower portions. The upper portion includes at least one slot for seating a horizontally oriented construction member. The slot includes a center socket portion having four extended corners for seating the bottom end of a vertically oriented construction member. The slot and center socket are defined by connecting wall portions which may be integral to the body or may be of plastic or metal and suitable secured to the body. In some cases, two mutually perpendicular slots are provided.

Abstract: A deck construction including a plurality of supports for anchoring deck construction elements to a building site. The supports include a body (which may be an integrally molded concrete pier) having upper and lower portions. The upper portion includes at least one slot for seating a horizontally oriented construction member. The slot includes a center socket portion having four extended corners for seating the bottom end of a vertically oriented construction member. The slot and center socket are defined by connecting wall portions which may be integral to the body or may be of plastic or metal and suitable secured to the body. In some cases, two mutually perpendicular slots are provided.

Abstract: A modular foundation system having a punch pad; pre-formed, ring-shaped modular foundation units; and an axial column and a pole that extend through the modular foundation units. The modular foundation system may be used to support any type of structure, such as a pole building type structure; or may be used to provide pier footings for any non-pole building type structure, such as a terrace and wall type structure.

Abstract: An electrical powered transmission tower is modified to also support a telecommunications antenna. The tower has a plurality of legs interconnected by lattice braces. A support column is erected within the enclosure of the tower. The support column has a base anchored in the ground on a concrete foundation. The column extends upward through the tower and protrudes through the top. The antenna is mounted to the upper end of the column. Fasteners secure the column to the tower for lateral support.

Abstract: A basketball mounting system for an in-ground basketball system has a flanged basketball support pole and a flanged ground sleeve receiving a portion of the pole in overlapping relationship. The flanges are connected together by removable fasteners such as threaded bolts. In addition, the mounting system may include jacking members in the pole flange to facilitate removal of the pole from the ground sleeve. The jacking members include members such as threaded bolts passing through the pole flange that, when rotated in one direction, press against the ground sleeve flange causing the pole and the ground sleeve to separate.