Abstract: A reinforcing system for a guy anchor used in a guyed or additionally guyed tower includes a concrete structure formed around the guy anchor. The concrete structure has a top surface slightly above grade level. The reinforcing system further includes a supplemental anchor shaft. The supplemental anchor shaft is attached to the existing anchor head and extends down into the concrete structure, where it is retained and encased therein. The concrete structure preferably has a base and at least one wall that extends down from the base and has a surface that faces the tower to resist horizontal forces. The reinforcing system is sufficiently strong to keep the guy anchor in place even if the original anchor shaft completely corrodes. The supplemental anchor shaft does not generally come into contact with soil. It therefore resists corrosion and is expected to provide a long service life.

Abstract: An apparatus for supporting a lateral portion of a manufactured building having a support beam, comprising a ground member for being received on a ground surface and a joist bracket attached to at least one joist in a lateral portion of the manufactured building. A pivotably attached joist tube disposed in a first position between the ground member and the joist bracket is longitudinally movable to a second position for bearing forcibly therebetween and thereby supporting the lateral portion of the manufactured building. A method of supporting a lateral portion of a manufactured building having a support beam is disclosed.

Abstract: A self-leveling grout provides a level surface for the disposition of a wind turbine base. The self-leveling grout is placed within the foundation grout trough as an initial slurry having a viscosity at ambient temperature approximately the same as the viscosity of known grout slurries utilized in turbine foundations. After placement in the grout trough, elevated temperature is applied to the grout slurry, which lowers the viscosity of the slurry such that the slurry becomes self-leveling and the top surface assumes a nearly perfectly level surface. Additional elevated temperature is applied which initiates the curing of the grout to the required compressive strength for supporting the turbine tower.

Abstract: A piering system includes a heave plate attached to a foundation and supported by a pier. A downward facing socket is permanently attached to the heave plate. The socket receives the top end of a heavy stud of a coupling assembly, the bottom end of the stud is screwed into a captive nut of a shim-block. A nut is welded to the stud leaving about ½ inch of the stud protruding upwards for insertion into the socket. The nut may be turned to adjust the height of the stud. The shim-block and coupling assembly are supported by a head plate which is supported by the pier. The head plate includes a wide table for supporting a pair of jacks on opposite sides of a house jack facilitating installation of the system. The cooperation of the ball and socket helps to prevent “off-set loads” which otherwise may break the piering system.

Abstract: A transportable prefabricated container house includes a main body and a house forming body, configured to be housed in the main body and drawn out of the main body at the installation site to be expanded/assembled into a house threefold the size of the main body. Assembly of the pre-assembled square “U”-shape walls sandwiched between the floor and ceiling boards includes tightly tying the ceiling supporting beams and the floor supporting beams together with shackles, and passing steel rods or pipes between the walls to render the house immune from earthquakes and hurricanes. A foundation of steel pipe bodies assists earthquake- and hurricane-resistance. Mega structures housing multitudes of container houses can be used when stacking two or more container houses is insufficient and large scale urban development is necessary, and are capable of resisting earthquakes and hurricanes due to a system of wire mesh covering.

Abstract: An installation tool for a fence post has a body having a front wall, a top wall, and side walls extending from the top wall and a rear wall. A groove is formed in the front wall. A block is positioned within the front wall. The groove extends around the block. The groove has inner walls for accommodating a post of a first dimension. The block has outer walls for accommodating a post of a second dimension, where the first dimension and the second dimension are different from each other.

Abstract: The invention relates to a support structure (4) for a stationary photovoltaic system (1), comprising a support part (30) which comprises securing points for a flat photovoltaic unit (2) and at least one drive device (31) for the driven adjustment of the support part (30) and at least one single-axis adjusting device (32) which can adjust a photovoltaic unit (2), secured to the support part (30), in azimuth (a) and elevation (h) about an adjustable axis (V1) between a setup position (35) and an end position (36). The projection of the surface normals (n) of the photovoltaic-unit (2) on the horizontal plane in the setup position (35) defines a setup axis (E) and the projection of the adjusting axis (V1) on the horizontal plane defines a projected adjusting axis (P1), the projected adjusting axis (P1) to the setup axis (E) forming an angle (EP1) in the region of more than 5 degrees and less than 80 degrees, preferably in the region of more than 10 degrees and less than 60 degrees.

Abstract: Non-cementitious tower foundations and structures, kits and methods for making the non-cementitious tower foundations. Aspects of the present invention operate to decouple the required mass for the foundation from the structural components needed to resist compression and tension forces. Aspects of the present invention include a foundation structure made of structural components for resisting the expected forces transferred from the tower. This foundation structure may be filled with non-cementitious fill of any type to provide the required mass to stabilize the foundation and the tower. A non-cementitious tower foundation structure includes a central shaft; a storage tank; and structural members coupling the central shaft to the storage tank. The storage tank comprises one or more voids for containing non-cementitious fill as ballast to stabilize the central shaft. The total volume capacity of the voids may be at least a threshold volume.

Abstract: A method of using liner-like cores or core assemblies for creating in-ground concrete spas or swim pools. For larger projects, that is for enlarged scale spas or swim pools, the inventive liner-like core comprises an assembly of sections. The cores or core assemblies are re-usable at least for several projects if reasonably maintained and cleaned. The core assembly comprises two long walls and two short wall defining the perimeter around a split level bottom with a shallow end, a deep end, and an intermediate transition slope. The liner-like core is constructed from a suitable rigid material like fiberglass for stiffening purposes and is an assembly of sections and also comprises: leveling blocks, transverse support beams, and hangers that attach to the walls of the core assembly and stiffens the long walls against being warped inward during the concrete pour.

Abstract: Provided herein are methods, devices and systems comprising an anchor post that has a shaft, at least one stabilising element attached to the anchor post configured to resist movement of the anchor post, and at least one alignment element.

Abstract: The instant disclosure relates to a system and method of constructing drilling and production platforms useful in remote, inaccessible and/or environmentally sensitive operating environments. According to one aspect of the invention, an arctic drilling platform is provided wherein various methods and means of interlocking neighboring platform modules are provided. Means for sealing the intersections formed between a plurality of interlocked platform modules are also disclosed. Other aspects comprise improved platform floor plans, with various wellhead cellar layouts and sealing means also being described. Methods and means of enhancing the usefulness of modular storage platforms are disclosed, and a number of support post installation and removal techniques are also provided. Also taught are methods and means of adjusting the height and level of an assembled drilling platform, and for adding extension members to extend the length of a support post as needed during installation, maintenance or operations.

Abstract: A building framework includes plural column assemblies interconnected by plural full-length beam assemblies, with the union of the column assemblies and beam assemblies forming beam-to-column joint assemblies according to this invention. The column assemblies include pairs of side plates spanning the column members of the column assemblies and projecting toward another column assembly of the plurality of such column assemblies. The full-length beam assemblies include beam members for being received between column assemblies to be interconnected and defining an end gap with respect to each column member. Additionally, the full-length beam assemblies include at each opposite end portion thereof a pair of cover plates, including an upper cover plate and a lower cover plate, which cover plates are sized and configured to be united with the side plates of a column assembly, as by welding applied at a construction site.

Abstract: A method of securing an elongate member in the ground which includes the steps of embedding the member within a matching size and shaped hole in the ground then ensnaring the member with a ground anchor that passes substantially through the member intersecting the member. The invention also applies to a member with a ground anchor positioned therein and also having a tightening nut.

Abstract: Building by assembly structures and paths enable protection from and withstand time, natural and man-made damage. The structures and paths are highly effective and efficient with respect to materials, construction and environmental impact.

Abstract: Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of wall structures permanently tied to the ground, optionally tying overlying structure to an underlying footer through such panels and panel assemblies. Footers are fabricated by flowing fluid concrete under segments of the wall while anchors extend down from the wall into the space into which concrete is being flowed.

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: A building framework includes plural column assemblies interconnected by plural full-length beam assemblies, with the union of the column assemblies and beam assemblies forming beam-to-column joint assemblies according to this invention. The column assemblies include pairs of side plates spanning the column members of the column assemblies and projecting toward another column assembly of the plurality of such column assemblies. The full-length beam assemblies include beam members for being received between column assemblies to be interconnected and defining an end gap with respect to each column member. Additionally, the full-length beam assemblies include at each opposite end portion thereof a pair of cover plates, including an upper cover plate and a lower cover plate, which cover plates are sized and configured to be united with the side plates of a column assembly, as by welding applied at a construction site.

Abstract: A frame for precise casting of concrete comprises a first fascia plate having a score line in a first predetermined location, a second fascia plate having a score line at a second predetermined location a third fascia plate having a score line at a third predetermined location and a fourth fascia plate having a score line at a fourth predetermined location. A precise concrete screed is disposed in a position relative to an upper margin of the fascia plates and allows for formation of a foundation within 2 millimeters in terms of height, position, and levelness.

Abstract: A structural reinforcement system that is implemented during the preparation of the area when pouring a concrete slab such as, but not limited to, commercial and residential floors, patios and driveways. The system includes digging foundation holes that are selectively disposed around the area being poured. The system further includes positioning steel bars above the ground in the lower twenty-five percent (25%), rather than upper fifty percent (50%) as known in the prior art, of the concrete being poured. In this manner, the poured concrete encapsulates the lattice in the lower twenty-five percent (25%) of the concrete when it hardens. As a result, the system improves and often removes the possibility of any cracks in the concrete and eliminates the need for saw joints. In addition, due to the stability created with the addition of strategically placed foundation holes, less concrete is required on the job resulting in a significant cost savings.

Abstract: An anchor bolt template for use with cardboard molds used to form concrete into footings and other foundations. The template is integrally formed of plastic or some other resilient, light weight material. The most common bolt configuration includes four bolts spaced equal distances from the foundation's center. Thus, the preferred template shape is four arms extending radially from a hub. Each of the arms has bolt location markers labeled with the diameters of several bolt patterns. The arms may be generally C-shaped in cross section so that the depending edges ride on the upper edge of the mold, supporting the lower anchor bolt nut above the concrete. Notches, preferably labeled by mold size, on the bottom of the depending edges of the arms receive the upper edge of the mold so that as heavy concrete is poured into the cardboard mold the sidewall of the mold will not deform.

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 assembly and process to allow for stud walls to be erected prior to the concrete slab being placed and also used for tenant demising walls before the concrete slab is placed. The Easy Wall Track includes a light gauge channel with a leave in place metal keyway attached to the under side for vertical support. There are metal brackets that support this assembly with a smooth rod or rebar driven in the ground. This allows for the concrete slab to be poured at a later date with almost no formwork needing to be placed. This saves money on material, labor and time on the schedule for the retail development company. The Easy Wall Track is versatile in meeting the needs of retail and commercial construction. With walls being able to be erected prior to the placement of the concrete slab would avert delays related to the concrete work.

Abstract: Systems use mounting devices arranged to support a hollow post on or position the hollow post around a pipe. One lower mounting device slides along the pipe prior to fastening thereto to allow change or adjustment of a height at which the hollow post is to be supported on a base of the device. Another mounting device can be used with or without a base-defining attachment to facilitate selective use of the device to either support the bottom end of the post on the optional base or instead just engage the post's interior surface at any point along the post for positioning thereof about the pipe. Another mounting device is directly fastenable to the pipe through a wall projecting from the device's body or alternatively cooperable with a second body mountable on the pipe for engagement with this second body in different positions relative to the pipe.

Abstract: A tubular post for a light or other electrical device is mounted in soil with the use of an anchor which is comprised of a vertical sleeve and a flange which extends horizontally from the lower end of the sleeve. A flat bottom excavation is made in soil, to receive the anchor. Electrical conductors are run across the top of the flange, through ports in the sleeve and up the interior of the post. A stop within the bore of the sleeve limits downward movement of the post which is inserted into the top of the bore, to enable the running of the conductors through the ports. The excavation is then backfilled. When the anchor has been installed in soil so that top of the sleeve is near the surface, the post may be lifted from the sleeve and replaced without making a new excavation.

Abstract: A soil stabilization system, method of stabilizing soil, and a stabilized soil having improved engineering characteristics such as increased bearing ratio and improved triaxial compression characteristics. Select embodiments comprise one or more lipophilic fluid mixtures, fibers which may be synthetic, natural or both, the lipophilic fluid and fibers mixed into soil of a pre-specified moisture content in pre-specified dry soil weight ratios. The system is optimized by adjusting the moisture content of the soil to a pre-specified figure prior to treatment, by compacting the treated soil to a pre-specified standard and finally by aging the resultant compacted treated soil for a pre-specified period to optimize engineering characteristics thereof. Select embodiments are suitable for use at temperatures approaching ?60° F.

Abstract: The present invention discloses a method and system for maintaining the position of headstones in a cemetery. Previously, headstones installed at a cemetery may shift over time. As the ground beneath the headstone is subjected to erosion from frost, rain, snow, and wind, the headstone may settle and eventually sink partially into the ground. In some cases the headstones may become loose and fall, possibly getting damaged. The present invention provides a subterranean bridge comprised of concrete that the headstone rests upon. In this way, the headstone is supported by the concrete bridge structure, and is less affected by soil conditions, ground water, and freeze-thaw cycles. Since, by definition, the headstones are to be at the cemetery for an indefinite period of time, it is desirable to have a system to maintain the position of the headstone for the long term. The bridge is comprised of two caissons and a plinth.

Abstract: A system and method for building foundational bases for a post frame building. The system includes a plurality of foundational base molds which are positionable in individually dug holes, defining the foot print of the building, where the molds are positioned spaced off the bottom of the holes. The molds can be rigidly tied together to allow for uniform alignment of the individual molds. Upon alignment, concrete is poured into and through the molds. Once sufficiently hardened, the molds are removed, revealing the foundational bases, which include an integrated footer and column base.

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 present disclosure describes a novel method for preparing a finished foundation comprising an embedded wall structural element comprising the steps of (i) preparing a building site to receive the finished foundation; (ii) providing a first foundation element and securing at least one wall structural elements to the first foundation element; and (iii) providing a second foundation element to secure at least a portion of the at least one wall structural elements to the finished foundation. Structures prepared using the methods disclosed herein provide for wall structural elements, and therefore, the finished wall and the structure as a whole, of increased strength and resistance to forces encountered during extreme conditions.

Abstract: The present invention discloses a method and system for maintaining the position of headstones in a cemetery. Previously, headstones installed at a cemetery may shift over time. As the ground beneath the headstone is subjected to erosion from frost, rain, snow, and wind, the headstone may settle and eventually sink partially into the ground. In some cases the headstones may become loose and fall, possibly getting damaged. The present invention provides a subterranean bridge comprised of concrete that the headstone rests upon. In this way, the headstone is supported by the concrete bridge structure, and is less affected by soil conditions, ground water, and freeze-thaw cycles. Since, by definition, the headstones are to be at the cemetery for an indefinite period of time, it is desirable to have a system to maintain the position of the headstone for the long term. The bridge is comprised of two caissons and a plinth.

Abstract: A system for forming a movable slab foundation comprises a support sleeve encased within a slab foundation. The support sleeve surrounds a support member that rests upon a support surface. The support sleeve is capable of moving axially along the length of the support member.

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: Non-cementitious tower foundations and structures, kits and methods for making the non-cementitious tower foundations. Aspects of the present invention operate to decouple the required mass for the foundation from the structural components needed to resist compression and tension forces. Aspects of the present invention include a foundation structure made of structural components for resisting the expected forces transferred from the tower. This foundation structure may be filled with non-cementitious fill of any type to provide the required mass to stabilize the foundation and the tower. A non-cementitious tower foundation structure includes a central shaft; a storage tank; and structural members coupling the central shaft to the storage tank. The storage tank comprises one or more voids for containing non-cementitious fill as ballast to stabilize the central shaft. The total volume capacity of the voids may be at least a threshold volume.

Abstract: In one embodiment, an anchoring system includes a first member and a second member. The first member includes a stem and a helix fixedly attached to the stem and configured to penetrate and lodge into ground. The second member couples to the first member and secures the anchoring system into the ground. A third member optionally couples to the stem of the first member and provides an attachment fixture for coupling an object to the anchoring system.

Abstract: The present invention provides a method of constructing a foundation substructure and a building involving pouring concrete between resilient sheets of insulating material, preferably polystyrene, so as to form a complete concrete shell.

Abstract: The installation of a foundation at a selected location enables a superstructure to be installed and supported in a desired attitude such as a vertical attitude at the foundation. An installation template is placed at the selected location and support sites on the installation template can be adjusted so that the installation template will support the foundation subassembly in a manner such that the superstructure can be supported in said desired attitude. The foundation subassembly is placed onto the installation template using a lifting subassembly that is secured to the foundation subassembly. The foundation subassembly is fixed in place by concrete or the like into which the foundation assembly is inserted. The superstructure can then be secured to the foundation subassembly. The superstructure and the foundation assembly can be elongated lengthwise relative to their lateral dimensions, and the superstructure can comprise a post adapted to hold a panel for deflecting road noise.

Abstract: Systems use mounting devices arranged to support a hollow post on or position the hollow post around a pipe. One lower mounting device slides along the pipe prior to fastening thereto to allow change or adjustment of a height at which the hollow post is to be supported on a base of the device. Another mounting device can be used with or without a base-defining attachment to facilitate selective use of the device to either support the bottom end of the post on the optional base or instead just engage the post's interior surface at any point along the post for positioning thereof about the pipe. Another mounting device is directly fastenable to the pipe through a wall projecting from the device's body or alternatively cooperable with a second body mountable on the pipe for engagement with this second body in different positions relative to the pipe.

Abstract: Method of constructing and installing a direct smelting unit comprising a smelting vessel (11). The vessel is prefabricated off site in three modules (11A, 11B, 11C) which are then transported to the installation site where they are hoisted by a crane and deposited sequentially on top of one another and joined together by welding to form a unitary vessel. The vessel modules are prefabricated so as to be internally lined with water cooling panels connected to water inlet and outlet connectors (62) on the exterior of the circumferential wall sections of those modules. A vessel access tower is formed in modules brought together to envelop the tower and carrying water supply and return piping which is connected to the water inlet and outlet connectors (62) of the cooling panels.

Abstract: In a method for making a house, a foundation plate (1) consisting of a lightweight concrete is cast directly; on a drained and leveled substratum such that it extends a distance (a) outside the external walls of the house. Grooves (2) are milled in the foundation plate (1) where prefabricated wall elements (5-8) later are to be erected, where the bottom of the grooves is exactly horizontal and at the correct level. Next, prefabricated wall elements (58) are placed into the respective grooves (2) and glued to each other and to the foundation in the grooves. The wall elements have a height which is about 45 cm larger than the inner roof height of the house in order to facilitate the casting of a sub-floor of lightweight concrete inside the house once pipes and conduits for sanitary and electrical installations have been laid, and after parts of the walls (5-8) which have been cut out to provide openings (3, 4) for doors and windows, have been placed on the foundation plate (1).

Abstract: An anchor pile apparatus has a helical anchor rotatable by a power source through an intermediate drive member. The drive member extends through a plurality of hollow pile sections, which are driven, one by one, into the soil following the penetration of the anchor. In one of the embodiments, the anchor and the pile sections are rotated separately by independent motors, thus expediting the installation of the pile in the pre-determined location.

Abstract: A perimeter weighted foundation has a central pier pedestal and an enlarged base spaced outwardly and extending below the pedestal. The enlarged base includes an outer concentric perimeter wall section with a radially extending, disk-shaped spread section interconnecting the bottom of the pedestal section and the top of the perimeter wall section. The pedestal section includes vertically extending post-tensioning anchor bolts sleeved through substantially the entire height of the cylindrical pedestal in accordance with earlier U.S. Pat. Nos. 5,586,417 and 5,826,387 and the spread section includes two layers of similarly sleeved post-tensioning bolts which extend through the bottom of the pedestal section and into or through the top of the perimeter wall section, thus tying together the enlarged base to the pier pedestal.

Abstract: An in-situ pile apparatus 10 includes a helical anchor to which a plurality of elongated generally cylindrically shaped sections can be added. Each of the sections has a specially shaped end portion for connecting to another section. An internal drive is positioned in sections inside the bore of each of the connectable pile sections. The internal drive includes enlarged sections that fit at the joint between pile sections. In one embodiment, the internal drive can be removed to leave a rod behind that defines reinforcement for an added material such as concrete. The rod also allows for a tension rod connection from the anchor tip to an upper portion attachment point.

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

Abstract: One embodiment of the present invention provides for a subterranean structure, having a continuous ribbon slab having a plurality of flights fabricated from concrete. The ribbon slab defines periodic openings therein which generally align between adjacent flights. Another embodiment provides for a method of fabricating a subterranean structure. The method includes excavating soil to form a downward sloping ramp, and forming a concrete slab on the downward sloping ramp. The method further includes continuing to excavate soil to extend the downward sloping ramp to a location under the concrete slab, and continuing to form the concrete slab on the downward sloping ramp so that a subterranean structure is formed having an essentially continuous concrete slab with a first portion which is above and spaced-apart from a second portion.

Abstract: A system and method specifically intended for the construction of fuel distribution forecourts, in which the forecourt contains at least one distribution pump (17), possibly an attached automatic dispenser (9), a pillar (4), which is specifically installed onto a concrete footing, to support the roof and necessary electrical and pipework systems for the drawing of fuel from the fuel storage tank and dispensing to motor vehicles and equivalents. The pumps (17), automatic dispenser (9) and other necessary ground-based equipment are installed on the island (6, 7), which is in turn supported (11, 12) on the roof's concrete footing.

Abstract: An in-situ pile apparatus 10 includes a helical anchor to which a plurality of elongated generally cylindrically shaped sections can be added. Each of the sections has a specially shaped end portion for connecting to another section. An internal drive is positioned in sections inside the bore of each of the connectable pile sections. The internal drive includes enlarged sections that fit at the joint between pile sections. In one embodiment, the internal drive can be removed to leave a rod behind that defines reinforcement for an added material such as concrete. The rod also allows for a tension rod connection from the anchor tip to an upper portion attachment point.

Abstract: A method for preparing a footing for a foundation of the type for emplacement of a prefabricated building over a pattern of footing excavations, including suspending a block of rigid, but dissolvable material within each footing excavation with a prescribed distance between the lower end of the block and the bottom of the footing excavation, and pouring an unhardened load-bearing material around the sides of and under the block. When the load-bearing material has hardened, the block is dissolved so that the footing is ready to receive a vertical support stanchion.

Abstract: An apparatus and a method are provided for lifting and leveling an existing building from a position underneath the existing building. At least a first non-cylindrical support section having a substantially rectangular shape and first and second ends is located within the earth at a position underneath the existing building. A vertically-adjustable cap is placed in contact with the second end of the first non-cylindrical support section. A jack is disposed on an upper surface of a lower side of the cap and raised until an upper surface of an upper side of the cap is exerting pressure against the foundation of the existing building. The jack is then raised, thereby raising the cap, until the foundation has been raised to a desired height. The cap is the locked so that it will not move in the vertical directions and the jack is lowered and removed. If the building subsequently needs to be re-leveled, raised or lowered, the cap can be unlocked and vertically adjusted to an appropriate height.

Abstract: An above ground tower foundation uses embedded tension/compression components secured to a ground level cap. The components each terminate distally in a below ground soil or rock anchoring structure. The components embed without deep wide area site excavation or dewatering. The components with their distal anchoring structure provide exceptional bearing and tension capacity to the foundation, and high resistance to overturning moments acting on the tower. The tension/compression components may be straight or tapered piles with distal end helical fins, piles with a distal end grouted soil or rock anchor, caissons with a distal belled section, caissons with a distal end grouted soil or rock anchor, helical screw anchors or any combinations thereof Construction of this foundation comprises the following steps. A minimal ground-level excavation is established for the cap. The tension/compression components embed into deep, high-strength soil layers without deep below ground excavation. The cap is formed.

Abstract: A method of both hardening and polishing a concrete surface includes the steps of first applying to the concrete surface a hardening/densifying silicate compound, allowing the compound to remain in contact with the surface for a period of time sufficient to allow it to soak into the surface of the concrete, cleaning the surface and allowing it to dry, and polishing the surface with a diluted silicate polishing compound. The polishing step includes the steps of applying to the concrete surface a diluted silicate polishing compound, mechanically polishing the concrete surface with a rotary polishing machine, using pads or disks or drums, cleaning the concrete surface, and repeating said steps with polishing pads or disks of increasingly finer grit until the surface obtains an aesthetically desirable level of shine.