Abstract: A tower adapter is provided, the tower adapter includes a cylindrical portion extending in a longitudinal direction of the adapter, and a first lateral portion extending perpendicularly to the cylindrical portion at a first end thereof and having a plurality of first through-holes. The ratio of a maximum longitudinal extension and a maximum lateral extension of the adapter is smaller than or equal to 1.

Abstract: A compression post for a shear wall includes a plate mounted to the bottom of an end post of a shear wall. The plate is sized to conform to the lower end of each end post. An extended portion (e.g., a cylinder) is positioned perpendicularly to the plate. The extended portion has a cross section sized to fit through a hole in a mudsill of the shear wall and has a length selected to conform with a thickness of the mudsill. When the shear wall is mounted on a structural support (e.g., a footing or foundation), forces applied to the end post pass through the plate and the extended portion to the structural support. The extended portion may be secured to the plate (e.g., by spot welding, press fitting, bolting, or threaded engagement) or the two portions may be independent. The two portions may also be a cast unitary body.

Abstract: A ground anchor assembly includes at least two threaded studs, an anchor plate having at least two openings sized and shaped to receive the at least two threaded studs. The assembly further includes a first fastener for each of the at least two threaded studs attached to the respective stud and bearing against a first side of the anchor plate, and a break-away fastener for each of the at least two threaded studs and attached to the respective stud on an opposite side of the anchor plate. Each break-away fastener cooperates with the corresponding first fastener to retain the corresponding stud in position relative to the anchor plate and the other of the at least two studs.

Abstract: An annular preform is constructed of predeterminable width and height and filled with a predeterminable quantity of a fluid grouting material. After setting of the grouting material and removal of the formwork a ring is placed on the surface of the set grouting material and a lower pylon segment is placed on the ring and connected thereto.

Abstract: The residential building whose majority of components are prefabricated in a factory, includes a foundation supporting a bed, walls erected on the bed, a ceiling supported on the walls and a roof supported on the walls. The foundation is formed of foundation blocks that are cast on-site, in appropriate excavations, and joints by forms of stringers also cast on-site in appropriate excavations. Each foundation block is provided with a vertical pillar prefabricated in a factory, each vertical pillar having a horizontal upper planar face. The upper planer faces of the pillars are arranged along the same horizontal plane, receiving and supporting, at a distance from the ground, the bed of the building. The invention also relates to a method and device used for realizing the wall elements manually or automatically in a continuous manner.

Abstract: An adjustable pillar includes a foundation structure and a hollow pillar housing. The foundation structure includes vertical rods. The upper ends of the rods are threaded. The lower end of the housing is open. The open base end forms an opening into the lower end of the cavity. The open base end and the lower end of the cavity are sized to receive therein the upper ends of the rods. A base is sized to fit substantially snugly telescopically into the open lower end of the housing. A weight bearing member is mounted inside the lower end of the hollow housing. Apertures in the member mate with the upper ends of the rods.

Abstract: A receptacle for secure mail and parcel receipt and storage. The receptacle includes a top which provides a roof for the receptacle, a base, and a housing connected to the top and the base. The housing includes an upper compartment into which mail is first placed, a lower compartment into which mail is deposited from the upper compartment, a front door, located on a front of the receptacle, which is opened to provide access to the upper compartment and through which mail is placed into the upper compartment, a trap door, operatively connected to the front door, in the upper compartment, and an access door that includes a lock. The trap door rests in an open position when the front door is closed, allowing communication between the upper and lower compartments. The trap door is moved to a closed position by the opening of the front door, thereby preventing access to the lower compartment from the upper compartment.

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 storage building for the storage of corrosive materials. The storage building comprises a floor, a plurality of columns extending from the floor, a plurality of crossbeams with each beam connecting at least two of the columns, a plurality of substantially vertically oriented supports extending from the crossbeams, a plurality of rafters attached to the supports and at least one roof panel spanning between two of the rafters.

Abstract: The invention relates to a tower section for assembling a wind turbine tower. The tower section comprises a flange at least at one end of the tower section. The flange is provided with holes for the connection elements. The flange have a first array of holes, where each hole is arranged in a first angle (?) relative to a longitudinal axis of the tower section, and a second array of holes, where each hole is arranged in a second angle (?) relative to the longitudinal axis. The first angle (?) is different from the second angle (?). The invention also relates to a foundation comprising a flange, where the flange of the foundation has characteristics corresponding to the characteristics of the tower section flange. The invention also relates to a wind turbine tower and to a wind turbine.

Abstract: A column support footing, and a method for utilizing the same, allows structural columns to be installed after a cement floor is poured rather than pouring the floor after the columns are set. The column support footing comprises an apparatus which is utilized for setting the column after the concrete floor has been poured. The apparatus comprises a column support sleeve which has an upwardly facing open end for receiving the bottom end of the column. Extending downwardly from the apparatus is an anchor member, which is set within a concrete footing member. The concrete floor may be poured after the first concrete footing member has set around a portion of the anchor member. The concrete floor provides lateral support to the column support sleeve. The column may then be placed and secured within the column support sleeve after the concrete floor has been installed for the structure.

Abstract: A tower is provided having a foundation, at least one concrete tower section located above the foundation and one or more upper tower sections. An adapter section is located between the concrete tower section and one of the upper tower sections. The adapter section is connected to one of the upper tower sections by a fastening system and to the foundation by a plurality of tensioning cables, which are configured to induce a compressive force on the concrete tower section. The fastening system and the plurality of tensioning cables are substantially vertically aligned so that tower loads are transmitted from the upper tower sections to the plurality of tensioning cables.

Abstract: A railroad crossing gate flasher assembly has a sealed, rodent-proof connection for electrical cables that pass from the foundation to a junction box. A clearance between the bottom of the junction box and the top of the foundation is sealed with a plate to prevent rodents from accessing the cables. The seal plate is mounted to the bolts that extend from the foundation and is leveled after it is inserted onto the bolts. The junction box is lowered onto the seal plate and attached to the same bolts so that the junction box also is level. The seal plate has an opening, coupling and conduit for protecting the cables.

Abstract: A foundation for a structure comprises a plurality of segments. To build the foundation, a foundation bed is excavated, and a stable, substantially level and horizontal subbase is built in the foundation bed. A foundation segment of the structure is set down on the subbase, such that at least three vertically adjustable support poles fixedly attached to the foundation segment contact reinforced points of support on the subbase. A remainder of the foundation bed is then filled with foundation mass to a level above a bottom rim of the foundation segment.

Abstract: A wind power plant with a tubular tower, wherein the tubular tower will be or is arranged above a foundation body, preferably arranged in the ground, and the tubular tower has a tower foot flange, which is or will be connected with the foundation body by means of a flange connection, on its bottom side. The wind power plant is characterized in that at least one injection hose is or will be arranged in the area of the top side of the foundation body facing the tower foot flange, in particular on the top side of the foundation body, or at least one injection hose is or will be arranged on the top side between the tower foot flange and the top side of the foundation body facing the tower foot flange or a connection part is provided in the foundation Body.

Abstract: An apparatus and method for mounting underwater turbines that includes a mechanism for correcting tilt error, including both the amount and direction of error, associated with the installation of underwater turbines onto anchoring or mounting structures so that the yaw axis of the mounted turbines will be as close as possible to a desired angle, preferably vertical.

Abstract: An assembly of precast concrete units matingly assembled on top of one another to form a whole deck footing, capable of supporting a deck, shed, porch, addition or other structure. The individual units are of manageable weight and can be moved by one person, not unlike a bag of unmixed cement. The units interlock to prevent shifting, separating, frost damage by water infiltration and heaving when placed under ground.

Abstract: Precast structures are formed of precast walls fitted between precast posts extending from cast in place footings, prior to the pouring of a slab. During pouring of the slab, anchors may tie together the panels, posts and slab. Precast concrete, tension fabric or traditional roofing members may be added to form a post and beam construction that spans large open areas providing for flexible manufacturing, storage, hangar, office, schools, institutional, or residential interior design features, due to the structural integrity and cost advantages of structures produced using this method of precast construction.

Abstract: An embodiment of the system for forming a movable slab foundation as comprised by the present invention has a slab foundation, at least one substantially vertical support member, at least one support surface, and at least one support sleeve. The at least one supports sleeve surrounds the at least one support member and is encased within the slab foundation and is capable of movement axially along the axis of the at least one support member. The at least one vertical support member is capable of rotation relative to the at least one support sleeve to restrict the movement of the at least one support sleeve downward relative to the at least one vertical support member, thereby maintaining the height of the at least one support sleeve and the slab foundation relative to the at least one support surface.

Abstract: A tower, in particular for a wind energy turbine, comprises a first tower segment (18) having a wall (20) comprising concrete material and a second tower segment (26) having a wall (28) comprising steel. The wall (28) of the second tower segment (26) comprises an end portion (30) embedded in an embedent portion (32) of the wall (20) of the first tower segment (18). The second tower segment (26) within its embedded end portion (30) comprises at least one anchoring element (38, 40, 52) projecting radially from an inner or an outer surface (42, 44) or both inner and outer surfaces (42, 44) of the wall (28) of the second tower segment (26), the anchoring elements (38, 40, 52) being arranged along an axial direction of the second tower segment (26).

Abstract: The disclosed invention is utilized for mounting a wind turbine and blade assembly on the upper end of a wind turbine tower. The invention generally includes a frame or truss that is pivotally secured to the top bay assembly of the tower. A transverse beam is connected to the frame or truss and extends fore of the tower when the frame or truss is in a first position and generally above the tower when in a second position. When in the first position, a wind turbine or blade assembly can be hoisted to the top of the tower. The wind turbine or blade assembly is then moved into position for mounting to the tower as the frame or truss is pivoted to a second position. When the turbine and blade assembly are secured to the tower, the frame or truss is disconnected from the tower and lowered to the ground.

Abstract: The present invention relates generally to composite fiber-reinforced polymer (FRP) wind tower systems and methods of manufacture. More particularly, the present invention relates to a composite FRP wind tower system including a plurality of tower cells for functional engagement with adjacent tower cells along mating surfaces to form a tower section, each tower cell including a lower end and an upper end for telescopic engagement with a tower cell of an adjacent tower section.

Abstract: A stanchion base shoe support for railings. The stanchions are set into a concrete slab or curb during the construction. Only the top surface of a mounting plate is exposed prior to mounting the base shoe extrusion. The stanchion is constructed from steel or a similar material. A flange plate at the top of the stanchion provides an easy place to mount a temporary support member when placing the stanchion into the concrete formwork. The stanchion system eliminates all field drilling of concrete. The stanchions have a top plate and cylindrical members that have a set of internal threads. After the concrete is cured, workers apply a base shoe, securing it to the stanchions. This makes drilling and securing the base shoe simpler, easier and more accurate. Once the base shoe is installed, the railing system is built up in the normal manner.

Abstract: The invention provides a tower construction e.g. for a wind mill and a method of laying a foundation of a tower construction. The tower construction (1) comprises a concrete element (2), and a base flange (3) from which a tower wall (4) extends upwardly. The base flange is supported by an intermediate support structure (5) positioned on the concrete element (2). The support structure (5) is more rigid than the concrete element (2) and comprises a resilient pressure distributing element (6) which is soft relative to the concrete element (2). Furthermore, the invention provides a support structure for a tower construction.

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: 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 sporting activity system comprising a plurality of stakes and a plurality of pods. The plurality of stakes each have a length and a cross-sectional configuration. Each pod includes a body and a member for interfacing with a stake. The body includes a lower edge, a side and a top surface. The interfacing member includes an opening disposed on one of the top and the sides configured to receive a stake, and, two channels disposed on the body spaced apart from the opening. Each of the at least two channels and the opening can accept a stake of the plurality of stakes simultaneously. Connectors may be provided releasably coupling two stakes of the plurality of stakes to each other.

Abstract: A non-top-supported column attachment bracket assembly is provided, that includes a generally W-shaped bracket to provide a strong connection between non-top supported wood fences and masonry walls such as concrete masonry unit (CMU) walls or cast in place (CIP) walls. The W-shape provides a matrix inside the hardening structure of the wall, while simultaneously engaging the horizontal reinforcing bar of the wall. The W-anchor further includes a cover plate disposed onto the bracket. The W-shaped bracket can be installed to the upper portion of the wall just prior to grouting or during grouting, where the bracket can be pressed onto the horizontal bar before the grout has hardened. After the hardening structure is cured, fencing posts are attached to a column connection portion of the W-anchor that extends from the top of the wall.

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: A hybrid metal pole includes a substantially circular cross-section thin-walled base portion, a multi-sided upper portion, and a multi-sided transition portion.

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 semi-circular segments, and three flat walls, formed with flat segments between the semi-circular walls. One standard curved mold is used for the semi-circular walls, and the flat walls are fabricated horizontally, over templates.

Abstract: A form system is provided for forming a structural column assembly of the type used for erecting building structures and the like, such as a concrete column or footing formed in situ in an earthen hole. The system includes a support system, including a wire support member and an associated base foam ring having an offset center hole corresponding to the centerline of the concrete footing, which is placed at the bottom of the earthen hole. A lower vertical form system, including multiple interlocking pieces, is assembled and joined at one end to an offset disk member. The disk member of the lower vertical form system is then placed onto the base foam ring in abutting engagement. The form system is then plumbed and positioned, e.g., in relation to one or more layout strings. Once the form system is in the correct position, the earthen hole is backfilled, e.g., with dirt or other material, thus holding the properly positioned form system in place. The lower vertical form system is then cut to grade.

Abstract: A railroad crossing gate flasher assembly has a sealed, rodent-proof connection for electrical cables that pass from the foundation to a junction box. A clearance between the bottom of the junction box and the top of the foundation is sealed with a plate to prevent rodents from accessing the cables. The seal plate is mounted to the bolts that extend from the foundation and is leveled after it is inserted onto the bolts. The junction box is lowered onto the seal plate and attached to the same bolts so that the junction box also is level. The seal plate has an opening, coupling and conduit for protecting the cables.

Abstract: A tower foundation is provided having at least one cavity formed within the foundation. At least a portion of the cavity is located below ground level, and the cavity contains electrical equipment.

Abstract: An apparatus for inline base termination of a monopole structure includes an upper base plate configured to be joined to a bottom end of a monopole, a lower base plate including a plurality of bolt holes, and a plurality of web plates connecting the upper and lower base plates, such that a virtual projection of the monopole through the lower base plate intersects the plurality of bolt holes. Another inline base termination apparatus includes a hollow monopole with outer shell, a base plate having a plurality of bolt holes formed therein in a circular pattern and evenly circumferentially spaced, and a plurality of web plates, each of which has a longitudinal slot configured to receive the monopole and is joined to the base plate between two adjacent bolt holes, such that a virtual projection of the hollow monopole through the base plate intersects the plurality of bolt holes.

Abstract: A wind energy plant tower with a tower portion made of a concrete material and a steel-made tubular tower segment, which has on its foot a plurality of connection bores for the connection to the tower portion made of the concrete material, wherein the tower portion made of the concrete material has a head portion with a plurality of openings and a plurality of anchor bolts are provided, which can be fastened after the completion of the tower portion made of the concrete material each at a time in or on one of the connection bores on the foot of the steel-made tower segment and one of the openings in the head portion.

Abstract: Novel structural support framing assemblies and component thereof are described herein for use in residential, commercial, and industrial building construction. Preferred embodiments of the inventive framing assembly include the employment of a variety of structural studs and stud mounts, the studs preferably fabricated of a composite material.

Abstract: A, support bracket and column for supporting an elevated structure during and after construction. The support bracket includes a connection plate that is attached to and overlapped by the column base so that the support bracket is concealed from view when construction is completed, and variations of the support bracket provide means to raise or lower the attached column during construction.

Abstract: A post system for a railing, the post system including a railing post, an insert and a post base. The railing post includes an elongated tubular body with first and second ends. The insert may snugly be insertable within the first end of the railing post. The post base may be connectable to the first end of the railing post and may have an inner member and an outer member substantially encasing the inner member. The inner member may be constructed from a first material, while the outer member may be constructed of a second material. The post base may include a base member and a housing member connected to and extending from the base member. The housing member may be adapted to engage the railing post.

Abstract: The invention relates to a method of constructing a wind energy plant and to a wind energy plant as such. In one aspect, the invention provides a method for constructing wind energy plants at lower expenses and more rapidly. According to one embodiment, a method for constructing a wind energy plant that comprises a tower that is based on a foundation and an electrical power module, the power module is mounted on the tower foundation before the tower itself is constructed. The power module includes a transformer and may optionally an inverter and/or other electrical installations, such as for example switch cabinets, that are provided for controlling the wind energy plant and/or for guiding the electrical power that is provided by the generator of the wind energy plant and that is fed to a network.

Abstract: An anchor having multiple legs for a concrete wall. The anchor has an interface plate with two sides. Disposed on a first side is a stud that is connectable to a bracket. Disposed on the second side of the interface plate are at least two legs. Each of the legs is insertable and secured to a respective hole formed in the concrete wall with epoxy. Once the epoxy cures, the leg attaches the anchor to the concrete wall.

Abstract: A post-tensioned pile anchor foundation and method therefor creates a void or highly compressible region between a drilled or driven pile anchor surrounding a post-tensioned anchor bolt or tendon and the bottom of a foundation cap. The void or compressible region can be formed by compressible spacers or void forming elements placed between the top of the pile anchor and the concrete cap. As the anchor bolt or tendon is post-tensioned against the cap, the void forming element is compressed or crushed, allowing the cap to be pulled downwardly and the pile anchor to be pulled upwardly toward the cap against the resistance of the surrounding soil.

Abstract: A foundation for a structure comprises a plurality of segments. To build the foundation, a foundation bed is excavated, and a stable, substantially level and horizontal subbase is built in the foundation bed. A foundation segment of the structure is set down on the subbase, such that at least three vertically adjustable support poles fixedly attached to the foundation segment contact reinforced points of support on the subbase. A remainder of the foundation bed is then filled with foundation mass to a level above a bottom rim of the foundation segment.

Abstract: A ground anchor assembly includes at least two threaded studs, an anchor plate having at least two openings sized and shaped to receive the at least two threaded studs. The assembly further includes a first fastener for each of the at least two threaded studs attached to the respective stud and bearing against a first side of the anchor plate, and a break-away fastener for each of the at least two threaded studs and attached to the respective stud on an opposite side of the anchor plate. Each break-away fastener cooperates with the corresponding first fastener to retain the corresponding stud in position relative to the anchor plate and the other of the at least two studs.

Abstract: The invention relates to a method for erection of a mast (1), in particular of a radio mast for a mobile radio network, comprising the following steps: production of a foundation body (14) with a mast holder (7) incorporated in it; mounting of the mast (1) on the mast holder (7); wherein the production of the foundation body (14) is carried out separately from an erection location of the mast (1), the foundation body (14) is transported to the erection location, and the foundation body (14) is arranged at the erection location. The invention also relates to a foundation body (14) such as this and to a method for production of a foundation body (14) such as this.

Abstract: A system and method for supporting a building in which elongated sections, such as pilings, are connected in an end-to-end, abutting relationship.

Abstract: A system and method of repairing or reinforcing an existing structure using a reaction force of pressurizing means are provided. In a state in which structure supporting means, such as a steel pile, is pressed fit into the ground located under an existing structure to reach a predetermined rigid bearing layer, and the existing structure is lifted by the structure supporting means, a target portion for repair or reinforcement can be repaired or reinforced, irrespective of the construction site or space, without causing any harmful environmental impact.

Abstract: A method of forming an insulated concrete foundation is provided comprising constructing a foundation frame, the frame comprising an insulating form having an opening, inserting a pocket former into the opening; placing concrete inside the foundation frame; and removing the pocket former after the placed concrete has set, wherein the concrete forms a pocket in the placed concrete that is accessible through the opening. The method may further comprise sealing the opening by placing a sealing plug or sealing material in the opening. A system for forming an insulated concrete foundation is provided comprising a plurality of interconnected insulating forms, the insulating forms having a rigid outer member protecting and encasing an insulating material, and at least one gripping lip extending outwardly from the outer member to provide a pest barrier. At least one insulating form has an opening into which a removable pocket former is inserted.

Abstract: A protective enclosure apparatus detachably securable with respect to a utility pole base having utility apparatus such as wires, cables and support structure extending therefrom. The enclosure includes a base with an access opening attachable directly to the utility pole base with a support frame securable thereto and extending outwardly therefrom. A housing is secured to the support frame to define a containment chamber therewithin for preventing access to the utility apparatus therein. The base member defines a plurality of mounting slots normally oriented extending radially and in communication with the access opening to facilitate mounting of the base with respect to various configurations of utility pole bases having four post mounting systems.

Abstract: A delineator mounting system has a coupler for mating a delineator having a cylindrical tubular lower end in a mount having square cross-sections.