Abstract: Disclosed is a connection apparatus and foundation connection method developed in order to be used in guyed overhead line towers. The foundation connection method and connection apparatus mentioned above enables all the legs of a tower to be fixed onto a single base plate. According to the structure of foundation connection apparatus, the angle determining tubes welded to the base plate are capped with a welded treated cap plate which is connected to the bottom cone plate located at the ends of the legs of the towers by a pin. To provide angular rotation between the connection apparatus and the leg, the beveled plate is squeezed between the treated cap plate and the bottom cone plate.

Abstract: A modular deck system includes a plurality of base frames that each include four peripheral frame members that are to be fastened together into a rectangular box, and one or more internal frame members that each are to be secured within the box between opposing peripheral frame members. A plurality of frame legs that are each to be secured to one of the base frames to support the respective base frame above a ground surface. The plurality of base frames are fastened to one another to provide a support structure on which to secure deck material.

Abstract: An apparatus for measuring a displacement of a railroad includes a pair of rail fixing members 100 fixed to enclose a lower part of one rail 10, and installed to be spaced from each other; a lengthwise sensor casing 200a installed between the pair of rail fixing members 100; and an angle sensor installed at the lengthwise sensor casing 200a so as to measure a change of an angle between the pair of rail fixing members 100. With such a configuration, the present invention can be applied to a structure of railroad ties formed of a concrete material. Further, data can be obtained with high reliability, since a displacement of the rail is directly measured.

Abstract: A terrestrial dwelling (1) including a floor (2) with at least one floor section (3) orientated substantially horizontally in use. The dwelling includes at least one wall (4), including at least one wall section (5) projecting substantially upwardly from the floor section (3). A dwelling support (6) is configured to at least partially elevate the floor section (3) above a terrain surface (15). A roof (7) with at least one roof section (8) is attached to an upper portion of said wall (4) wherein the dwelling (1) is configured to provide at least partial atmospheric transparency to at least partially allow atmospheric elements including light incident on the dwelling (1) above the floor (2) to reach the terrain surface (15) under the dwelling (1).

Abstract: The present invention discloses a unitized precast grillage foundation for supporting a structure comprising: a plurality of anchoring elements defining a grid for resting on an underlying surface; a base connected on the grid, the base comprising at least a first footing and a second footing spaced apart and at least one connecting member between and connected to the at least first footing and the second footing; and a beam-column projecting upwardly from the base, and a method of making same.

Abstract: A mounting base (10A) that shortens construction time and reduces cost is formed from a metal foundation (16), a metal cover (17), height-adjusting bolts (18), support bolts (19), and mortar (20). In the base (10A), the first fixed ends (47) of the bolts (19) are inserted into support bolt insertion holes (39) formed in a metal plate (24) and are fixed to the metal plate (24) with nuts (50), and the second fixed ends (48) of the bolts (19) are fixed to a concrete slab (12) with nuts (51). The portion of the first fixed ends (47) of the bolts (19) which extends between the metal plate (24) and the top surface of the concrete slab (12) is integrated with the mortar (29) filled into the space (46), and the metal cover (17) covers the opening (27) at the top of a metal tube (23).

Abstract: Embodiments of the present inventions are directed to systems, devices for use with systems, and method of mounting and retaining solar panels. In some embodiments, an apparatus for mounting one or more solar panel modules above a supporting surface is disclosed, the apparatus including: three foundational members embedded in the supporting surface; a support frame configured to receive the solar panel modules; a support strut assembly configured to attach the support frame to the three foundational members to support the solar panel modules; where the support strut assembly includes a plurality of strut members, and includes one or more adjustment mechanisms that may be used to adjust a length or a joining angle of at least one of the strut members.

Abstract: The wooden building skeleton of the present invention has excellent quake resistance because the column of a rigid-frame structure joined to a cross member or the foundation so that a bending moment can be transferred therebetween and the load-bearing wall therein exhibit their load bearing ability. A foundation and a wooden column and the wooden column and a beam are respectively joined by two bolts so that a bending moment can be transferred therebetween. A load-bearing wall is also provided between the beam and the foundation. The length of the section of the bolts which undergoes elongation when inter-story deflection occurs between the beam and the foundation or the cross-sectional dimensions of the wooden column is set such that the inter-story deflection which is generated before the wooden column is fractured is almost equal to or greater than the inter-story deflection which is generated before the load-bearing wall is fractured.

Abstract: A method for erecting a facility includes the steps of constructing initial tower panels on a foundation. Work platforms and guys are installed so that additional tower panels may be installed on top of the existing tower panels. The work platforms with guys may then be raised, so that the process may be repeated until tower section height is reached. Tower sections are them completed by the addition of peripheral trusses and permanent guys, and additional tower sections are constructed by repeating the process to reach the desired facility height. Lifting units including truss and rail systems and rotatable modules with turbines in shrouds are assembled on the ground, then raised up the towers and operably mounted for generating electricity from wind. The erection process is sequenced to maintain structural integrity.

Abstract: A transition structure for a tower comprises a plurality of panels that each includes a panel body having opposed upper and lower ends, a lower mounting surface at the lower end, an upper mounting surface at the upper end, and a pair of lateral mounting surfaces at lateral edges. The upper mounting surfaces are generally planar, and the panel bodies taper from their upper mounting surface to their lower mounting surface. Each panel is mounted to at least another of the panels at corresponding lateral surfaces to form, with the upper ends, the shape that conforms to the lower end of the tower to be supported. The transition structure also comprises a plurality of footings, each having an upper end mated to the lower mounting surface of one of the panels, a lower end configured to mate with a post of a foundation, and a footing body between the upper and lower ends.

Abstract: A foundation wall includes a frame having a front side and a back side. The frame further includes a plurality of vertical stud members having a first end and a second end, a top beam attached to the first end of the plurality of vertical stud members, and a bottom beam attached to the second end of the plurality of vertical stud members to define a plurality of cavities between adjoining vertical stud members. Rigid insulation is adapted for positioning in the plurality of cavities to become a load-bearing part of the frame. One or more structural sheets is affixed to the front side of the frame and to the back side of the frame. A waterproof bond is formed along an interface between edges of the one or more structural sheets and a periphery around the front side and the back side of the frame.

Abstract: A removable platform for covering bowling alley lanes to provide a flat surface above the lanes suitable for a variety of other activities.

Abstract: The present invention discloses a unitized precast grillage foundation for supporting a structure comprising: a plurality of anchoring elements defining a grid for resting on an underlying surface; a base connected on the grid, the base comprising at least a first footing and a second footing spaced apart and at least one connecting member between and connected to the at least first footing and the second footing; and a beam-column projecting upwardly from the base, and a method of making same.

Abstract: A building structure is supported above a foundation and above grade by a moment frame comprising a plurality of columns and beams. The columns are all generally similar and the beams are all generally similar, such that each column can be attached with up to four beams. The moment frame is secured to a foundation, which may include pilings extending downwardly into the ground. The foundation can include a concrete foundation member or a foundation framework comprising a plurality of attachment members secured together by beams. The pilings can include helical flighting.

Abstract: A portable building kit, construction members, and method for building a portable building are presented. The portable building includes a plurality of upright members, a plurality of footing members adapted to be connected to one or more of the plurality of upright members, a plurality of angle truss members adapted to be connected to one of the plurality of upright members, a plurality of horizontal eave brace members adapted to be connected to one or more of the plurality of upright members and one or more of the plurality of angle truss members, and a plurality of horizontal ridge brace members adapted to be connected to one or more of the plurality of angle truss members. The portable building is made by selecting a predetermined number of upright members, footing members, angle truss members, horizontal eave brace members, and horizontal ridge brace members.

Abstract: A fuel tank support system for providing a lightweight yet strong structure for supporting propane tanks above a ground surface. The tank support generally includes an elongated support pad having a platform, a base plate connected to the support pad, and a plurality of internal supports connected between the support pad and the base plate. A plurality of pairs of upper retainer rings extends from an underside of the platform to define upper receiver slots, and a plurality of pairs of lower retainer rings extends from an upper side of the base plate to define lower receiver slots. An upper end of each of the internal supports is received by the upper receiver slots and a lower end of each of the internal supports is received by the lower receiver slots. Handles, bottom grooves, and internal ribbing are also used with the tank support.

Abstract: There is provided a wind power installation foundation having a reinforcement comprising a plurality of steel bars and radial steel bars and a lower pylon segment having a plurality of holes in the wall of the pylon segment for receiving the bars or radial bars. In addition there is provided a concrete body which covers the reinforcement and the lower portion of the pylon segment. The foundation has a plurality of holders for holding the bars or radial bars of the reinforcement. The holder has an upper bracket for fixing to the pylon segment and a lower foot for receiving the bars or radial bars of the reinforcement. The length of the holder is adapted to be variable.

Abstract: The present invention discloses a unitized precast grillage foundation for supporting a structure comprising: a plurality of anchoring elements defining a grid for resting on an underlying surface; a base connected on the grid, the base comprising at least a first footing and a second footing spaced apart and at least one connecting member between and connected to the at least first footing and the second footing; and a beam-column projecting upwardly from the base, and a method of making same.

Abstract: A modular, panelized 12-foot wide shelter that has a standard 20-foot length. The shelter has a number of premade frame panels that are assembled over a deck floor. An outer covering of hard, 0.040? black ABS sheeting, which can be painted, is applied to the frame. The walls, roof arches, and end panels can be insulated to reduce or eliminate condensation. The floor is insulated as a standard feature. Each wall/roof section has one 5,000 pound rated galvanized anchor ring attached for tie-downs in windy locations, if needed. Because the entire shelter fits on a single pallet, it can be transported to remote sites by various methods—trucks, barges, helicopters, or snowmobiles. The shelter can be assembled by two workers in less than a day using simple tools. The structure is designed to be transported by truck, helicopter or snowmobile.

Abstract: A precast concrete column supports a building. In one exemplary embodiment, the precast concrete column includes a connector for securing a wooden column to the precast concrete column such that no portion of the connector extends beyond the cross-section of the wooden column. In an alternative embodiment, a jack screw extends from the distal end of the precast concrete column to provide height adjustment for the precast concrete column. In certain embodiments, an insert or tube is cast into the precast concrete column body to allow a fastener to traverse the precast concrete column body so that structural components of the building may be secured thereto.

Abstract: The slab edge forming and insulating system includes edge members and support braces. The edge members include an elongated shell having an upright portion with an insulated inside surface, an upper portion and a lower portion. Each of the upper and lower portions has formed edges. Open cross sectioned support braces having upper and lower formed edges for engaging the formed edges of the elongated shell are fixed to a footing and connected to the edge members. The edge members form and insulate the edges of the poured concrete of the slab while the open cross sectioned support braces receive the poured concrete of the slab and thus anchor the edge members to the edge of the slab.

Abstract: The disclosure describes, in part, apparatuses and methods for installing structures (e.g., foundations, footings, anchors, abutments, etc.) at work sites, such as difficult-access work sites. In some instances, a rotating drill assembly is assembled over a target location in order to excavate a radial array of batter-angled shafts associated with the target location in preparation for the installation of a radial array of micropiles. An operator utilizes the rotating drill in combination with a foundation pile schedule/decision matrix to design and install the radial array of batter-angled micropiles. This disclosure also describes techniques for designing, fabricating and installing structural caps to be coupled to the installed radial array batter angled micropiles. These structural caps are lightweight and, thus, more portable to difficult-access sites where they are coupled to the micropiles forming a foundation for structure to be installed at the difficult-access site.

Abstract: A mounting support for a photovoltaic module is described. The mounting support includes a foundation having an integrated wire-way ledge portion. A photovoltaic module support mechanism is coupled with the foundation.

Abstract: A removable platform for covering bowling alley lanes to provide a flat surface above the lanes suitable for a variety of other activities.

Abstract: The modular building structure has reinforced column and wall panel components to form walls of a building. A foundation of concrete may have rods embedded according to a building floor plan. Concrete blocks with hollow cores may be stacked at specified column locations with at least one rod bracket device positioned in a joint and at least one rod extending upwardly through the hollow core. An attachment rod may be inserted in at least one channel of each rod bracket device. A wall panel may be positioned on the foundation to span the space between adjacent columns. Each wall panel may have at least one embedded rod extending through a lower horizontal member to be attached with a fastener. A wall holding bracket may also engage an outside stud member of adjacent wall panels at each column with the wall holding bracket attached to the rod bracket device.

Abstract: A method of constructing a building or building appurtenance, optionally without structural use of concrete except for floor slabs. The method contemplates excavating a hole to establish a natural base on which the structure is to be constructed, establishing layout locations where upright walls or other supports of the structure are to be erected, establishing a fabricated footer, optionally a fiber-reinforced polymeric footer, along the laid-out locations of the supports, placing pre-fabricated load-bearing fiber-reinforced polymeric building panels or other supports on the fabricated footer, and connecting the pre-fabricated wall panels or other supports to each other according to the structure plan thereby developing load-bearing walls or other supports, and erecting overlying structure on the load-bearing walls or other supports.

Abstract: A method of forming a deck may comprise forming components for the deck at a first location, including forming components of a perimeter support frame for the deck to extend along a perimeter of the deck. The components of the perimeter support frame may include a plurality of perimeter frame assemblies, and forming components of an interstitial support frame for the deck to position in the perimeter support frame. The components may be transported to a location where the deck is to be used. The method may include assembling the components of the deck to form the deck at the location. The assembling step may include assembling the perimeter support frame from the perimeter frame assemblies, assembling the interstitial support frame in the perimeter support frame, and assembling decking elements on the support frames to form a floor of the deck. A kit for the deck is also disclosed.

Abstract: A rooftop photovoltaic module mounting system includes a footer and a photovoltaic module mounting framework.

Abstract: A foundation system for bracing a manufactured home on its foundation is disclosed comprising a plurality of vertically stacked blocks stacked on footings, and a plurality of elongated braces connected to the mobile home and a foundation footing. A plurality of elongated braces comprising unitary brace tubes, flexible joints, and footing anchor tabs at first ends of the brace tubes, and adapted to connect to an I-beam of the home at a second remote end of the brace tube. Each footing anchors including a major leg and a minor leg, the major and minor legs being flattened to form an anchor tab intersecting the longitudinal axis of the brace tube at an acute angle of inclination. The flexible joint provides a degree of rotation of the brace tube relative to the anchor tab so that the angle of inclination may be changed.

Abstract: A post anchoring foot is configured for use in securing a post to a surface. The foot includes a body dimensioned to snugly receive a portion of the post, with the body including a generally horizontal base portion and a generally vertical side wall that cooperatively present a laterally enclosed post-receiving area. The base portion defines a lowermost surface-engaging anchoring face and an elevated supporting face configured to engage an end of the post, with the supporting face being disposed above the anchoring face. The base portion further defines a plurality of anchor-receiving apertures extending therethrough, with each aperture being configured to receive an anchor therein to securely couple the foot to the surface. The side wall defines a fastener-receiving hole extending therethrough, with the hole being configured to selectively receive a fastener therein to securely couple the foot to the post.

Abstract: The slab edge forming and insulating system includes edge members and support braces. The edge members include an elongated shell having an upright portion with an insulated inside surface, an upper portion and a lower portion. Each of the upper and lower portions have formed edges. Open cross sectioned support braces having upper and lower formed edges for engaging the formed edges of the elongated shell are fixed to a footing and connected to the edge members. The edge members form and insulate the edges of the poured concrete of the slab while the open cross sectioned support braces receive the poured concrete of the slab and thus anchor the edge members to the edge of the slab.

Abstract: A foundation system, such as a frost-protected foundation system, includes an elongated body having a lower base surface, an upper support surface and side surfaces between the lower base surface and the upper support surface. The base surface is adapted to be supported on a ground surface and the upper support surface is adapted to supporting at least a portion of a structure. The body may be made substantially from a polymeric material, such as a high density crush resistant material, an extruded polystyrene insulation, or the like. At least one of said side surfaces is at an acute angle to said base surface. An architectural structure made with the frost-protected foundation system includes a slab supported with the upper support surface.

Abstract: Components for use in the assembly and installation of a modular decking system, comprised of structural free floating piers which distributes loads of deck pad to ground, piers have a pad bearing surface and four uniformly placed receiver blocks which interlock with corresponding recesses at four pad corners, an interlocking cam passes through pad recesses at deck surface and locks to piers by rotating cam with custom designed tool. The system is designed to be assembled without permanent fasteners to allow for expansion, reconfiguration or relocation, or addition of traditional and contemporary deck accessories that engage and interlock with the piers, pads and cams. One ideal manufacturing method of one or any of the system components is compression molded post-consumer and/or industrial thermo-plastic waste.

Abstract: A wind turbine tower assembly includes a tubular section having a first longitudinal axis and a base section assembly including a plurality of legs. The base section assembly is configured to be assembled into a base section having the legs coupled together at an interface such that the base section has a second longitudinal axis and such that the legs are obliquely oriented relative to the second longitudinal axis at the interface, wherein the base section is configured to support the tubular section on the legs and in substantially coaxial alignment with the base section.

Abstract: Construction systems and methods are described for building structures including homes that can withstand vibration and earth movement caused by earthquakes. The construction system uses about 8-inch corrugated round steel pipes to create floor framing, wall framing, and ceiling framing that is resistant to destruction caused by earth movement and vibrations. The floor framing and wall framing can be connected together at right angles and supported by a foundation that features wood pilings with concrete caps. The plurality of pipes of the floor framing, wall framing, and ceiling framing can be connected together by welding, screws, or other fasteners to assemble the structure. Finished floor, material, and ceiling materials can be fastened to the frames to complete the structure.

Abstract: A frame for supporting one or more cells that provide one or more services to a site. The frame includes a plurality of footings disposed on the site and a frame assembly disposed on the footings. The frame assembly includes a plurality of support rails, a plurality of connecting rails extending between and joined to the support rails, and a plurality of locking mechanisms disposed on the frame assembly. Each of the locking mechanisms selectively retains a portion of at least one of the cells to the frame assembly. The footings and the frame assembly contribute to define a service area between a lower surface of the cells and grade of the site. In one embodiment, one or more of the support rails includes one or more through-holes. The through-holes are configured to receive conduits for providing one or more services to and between the one or more cells.

Abstract: A footing form for supporting posts or other upright structural members of buildings and the like includes a primary web, and a plurality of structural webs extending upwardly from the primary web. The webs include structural webs that extend radially outward from a center portion of the base web, and a plurality of ring-like concentric webs that provide additional structural support. The webs form a plurality of upwardly-opening pockets, and apertures through the base web provide for drainage of water and the like from the upwardly-opening pockets. The footing form may have a one-piece molded construction. The footing form provides sufficient support to thereby eliminate the need for concrete or the like to support the posts.

Abstract: Smokehouses (20) or other similar thermal processing cabinets or houses are provided with improved floor assemblies (22) which eliminate fluid collection and provide a high degree of structural integrity. The smokehouses (20) include upright walls (24, 26) supported on the floor assemblies (22). Each floor assembly (22) has one or more weldment frame assemblies (38) including a peripheral frame assembly (46) with opposed wall receiving channel segments (52) and frame elements (54). Drainage structure such as one or more tubular drain units (44) are also preferably secured to the weldment frame assemblies (38) and are positioned to effect proper liquid drainage. Tread plates (42) are secured to the weldment frame assemblies (38). In order to construct a floor assembly (22), an appropriately sized recess (66) is formed and the weldment frame assemblies (38) and drain units (44) are installed. A monolithic pour of concrete (40) is then placed within the weldment frame assemblies (38) and allowed to cure.

Abstract: Modular pool constructive design whose walls are constituted by metallic panels (17, 18, 19), made up by folding metallic sheets, comprising a bottom including a structure that supports a plurality of metallic panels-tiles (16) —said walls (11, 12, 13, 14) are connected to said bottom's structure, making up a unique and non-deformable structure, all the pool's elements are interlinked by semi-permanent connecting means, such as screws and nuts. The dimensions of the pool's elements allow its easy transport in small vehicles or buildings' elevators.

Abstract: An architectural structural system comprises a structural beam and a structural connector. The structural beam includes a first c-beam and a second c-beam adjacently disposed one in parallel to the other. Each of the c-beams has opposed first and second ends. The structural connector has a plurality of transverse blades with opposed faces, one of the plurality of blades being connectedly disposed between the first and second c-beams.

Abstract: A modular surface foundation for wind turbine space frame towers, an apparatus to form panels of housing members of modular surface foundation, and method of forming the modular surface foundation for wind turbine space frame towers is provided. The modular surface foundation comprises a plurality of footing members, and a housing member disposed on each of the footing members, the housing members extending from the footing members and attaching to one or more structural members forming a portion of a wind turbine tower, wherein the housing member provides support and increased height for the space frame tower and includes an interior space.

Abstract: An engineered wall system for use above or below ground constituted of zinc-borate treated timber strand studs with sheets of structural fiberglass reinforced plastic and rigid foam insulation. The invention is particularly suitable as an alternative to other materials and methods commonly used to construct foundations for residential structures. This wall system exhibits great strength, durability, as well as improved resistance to mold, insects, water and fire.

Abstract: A tower and wind turbine supporting structure which at least partially envelops the tower. The tower is of uniform cross sectional configuration throughout and has a plurality of outriggers. The outriggers are connected with the tower after the wind turbines and their supporting structure have been positioned at the base of the tower, raised to their point of attachment and secured in place. Individual foundation members for each vertical tower member and for each outrigger are in the form of micro piles and may include a plurality of micro piles and a manifold for maintaining upper end portions thereof in desired positions. Another aspect of the method of the invention involves providing a tower of uniform cross section, positioning wind turbines and their supporting structures sequentially at the base of the tower, raising them and mounting them on the tower sequentially, and thereafter providing a plurality of outriggers and their foundations and attaching them to the tower.

Abstract: Disclosed are apparatus and corresponding methodology for providing a base support, such as including concrete, and used such as for a wind-driven generator. Precast concrete cylinders are stacked in place upon a platform that may be partially precast and partially cast in place during assembly and supported, in certain embodiments, by plural concrete legs, the other ends of which are supported on a unitary or subdivided concrete foundation. In other embodiments, the platform may be supported by ribbed concrete panels. The concrete cylinders are glued together using an epoxy and then secured by an internal vertical post tension system extending from the platform to the upper most cylinder. Different types of concrete are used between upper and lower sections of the stacked cylinders. The lower section uses reinforced concrete while the upper section used ultra high performance fiber reinforced concrete.

Abstract: The present invention provides a system for anchoring a modular or manufactured building. The system includes at least one concrete pad formed in at least one hole in the ground. The building is coupled to and supported on the ground by the at least one concrete pad. Additionally, the system includes at least one ground anchor buried in the at least one hole below the at least one concrete pad. The system further includes a connector having a first end affixed to the ground anchor and a second end embedded within the concrete pad, for resisting an upward force to the building by high winds.

Abstract: Composite structural system for floors or roofs comprising steel beams and reinforced concrete slab or shear walls comprising steel columns and reinforced concrete diaphragms. In both cases a steel plate with holes crossed with rebars is welded to the steel beam or to the steel column which performs the integral combination of the concrete, the structural element and the rebars.

Abstract: A molded plastic system for use in constructing footings or supports for structures, preferably for supporting a deck. The system includes a base that includes a lower peripheral flange that extends in a substantially horizontal plane in use with the peripheral flange having an upper facing surface and a lower facing surface and an upright post that is integral with the base, extends upwardly from the upper facing surface of the base and is hollow to define a top opening of the base. The system also includes a column that includes top and bottom ends. The bottom end of the column is positioned in the base opening and extends in a generally vertical direction from the base. A cap includes a bottom end having an opening into which the top end of the column is placed for mounting the cap from the column. The cap further includes opposed side tangs that define therebetween an open channel for receiving a support structure.

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: 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: 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.