Abstract: A deck construction including a plurality of supports for anchoring deck construction elements to a building site. The supports include a body (which may be an integrally molded concrete pier block) having upper and lower portions. The upper portion includes at least one slot for seating a horizontally oriented construction member. The slot includes a center socket portion having four extended corners for seating the bottom end of a vertically oriented construction member. The slot and center socket are defined by connecting wall portions which may be integral to the body or may be of plastic or metal and suitable secured to the body. In some cases, two mutually perpendicular slots are provided. Upon constructing a deck, pier blocks are positioned on a building site with vertical support elements placed within the center socket of those pier blocks determined to have their upper ends below a desired predetermined height.

Abstract: A mobile home and foundation system and method. The method includes providing a plurality of elongated concrete slabs having a pair of beveled edge surfaces. The plurality of elongated concrete slabs are placed within elongated ditches formed in the ground and to which the mobile home is secured. A fastener assembly is secured to the concrete slabs and a constraint device is connected to the fastener assembly. The foundation system includes a plurality of elongated slabs having a beveled edge.

Abstract: An improved method of making a foundation for a wind turbine comprises: a) forming a pit, b) providing a cylindrical open-bottomed steel can, c) lowering the can into the pit, d) accurately aligning the steel can, e) concreting the steel can in position in the pit, and f) back-filling the interior of the can.

Abstract: The PowerBrace system gives a positive solution to basement wall problems. When the wall cracks and bulges are due to freeze or hydrostatic preasure, PowerBrace can hold it from further movement and in most cases straighten it. By tightening the top bracket the PowerBrace system puts preasure on the top of the beam and straightens the wall. This movement is usually gradual as the system is retightened. Unlike many other wall repair systems the PowerBrace system does not rely on questionable soils outside the wall to hold the wall, nor does it put to much stress on the beam. Any bending of the main beam constitutes a failure in the system. By anchoring to the concrete basement floor and to the solid floor joist system, the PowerBrace system is solid and will not be aloud to shift or fail. the PowerBrace system solves problems relating to the sheering effect at the base of the wall caused by hydrostatic preasure, as well as any other wall movement.

Abstract: A system and method for emplacing a mobile or modular construction of the type having a supporting structure provided thereunder including multiple stanchions having upper and lower portions, fasteners for attaching each of the upper portions of the stanchions to the supporting structure of the mobile or modular construction, and load-bearing footings embedding the lower portions of the stanchions, wherein the embedded stanchions provide permanent vertical support for the mobile or modular construction.

Abstract: A system for forming concrete slabs has been developed for commercial buildings having a steel moment-frame structure. This system utilizes the cold-formed-steel framing members, such as the wall girts shipped with a particular building package, to be first utilized as slab foundation forming elements before being framed into the building. The system defines foundation geometry upon simple assembly of the forming elements, and efficiently provides for placement of anchoring hardware which corresponds exactly to the connections of the structural frames.

Abstract: An apparatus for lifting and stabilizing sunken or settled foundations, slabs, footings, etc. includes a lifting plate having a pipe section solidly secured thereto, for passing concentrically over the anchor pier used in such operations. The concentric lifting plate pipe precludes cocking or tilting of the plate relative to the anchor pier and foundation structure, thereby greatly improving the security of the lifting operation. As a result of the increased lifting plate stability provided by the present invention, only a single clamp is needed for securing the lifting assembly to the foundation. The clamp is adjustably positionable as required, to secure to a solid area of the foundation structure. The present system secures the plate to the pier using mechanical fasteners, thus precluding requirement for costly welding and other metal forming equipment. A method of raising or stabilizing a foundation or similar structure using the present apparatus, is also disclosed.

Abstract: The method for building an underground structure capable of utilizing a part of a permanent structure as a strut for earth construction, comprises the steps of: driving in an H-section steel pile on a boundary line at which a building is installed; driving a center pile on a position where the pillar of the building is installed; carrying out a primary excavating work; coupling the H-section steel pile with a concrete retaining wall by means of a fixing shear connecting means, thereby constructing an underground composite retaining wall; installing a girder to be used as a part of a permanent structure on the composite retaining wall by means of an embedded plate an assembling and disposing the girder to the center pile; and carrying out a secondary excavating work and repeating the steps after the primary excavating work until the earth is excavated up to the lowermost part of the building.

Abstract: A precast and transportable mobile home foundation system. More specifically, the present invention relates to a method and apparatus for securing a mobile home to the ground by utilizing a plurality of elongated concrete slabs that are placed within elongated ditches formed in the ground and to which the mobile home is secured.

Abstract: A foundation for a manufactured home having first and secondelongate support beams, each beam having a lateral flange, generally includes a ground pan for spreading out the load to a larger surface area to prevent sinking into the ground and for providing an anchor against horizontal movement, a cross brace assembly for supporting first beam and providing longitudinal bracing, and a lateral brace assembly connected between ground pan and second beam for providing lateral bracing. Cross bracing assembly includes front and back crossing braces of adjustable length, each having an upper end pivotally connected to a connector attached to first beam and each having a bottom end pivotally supported by the ground pan. A U-bolt assembly connects cross braces at their cross point, thereby preventing relative angular movement there between them.

Abstract: A bumper assembly for a loading dock includes a bumper that is moveable between an operative position and a stored position. In the operative position, the bumper extends well above the dock platform to prevent excessively high trucks, trailer beds, and cargo containers from being parked over the top of the dock platform. In the stored position, the bumper is positioned so as not to obstruct loading and unloading of cargo. In some cases, the bumper is biased to the operative position to encourage operators to normally leave the bumper in that position. In some embodiments, the bumper is selectively moveable away from the vehicle or container that the bumper is blocking to facilitate subsequently moving the bumper to its stored position.

Abstract: A method of both hardening/densifying and polishing a concrete surface includes the steps of first applying to the concrete surface a silicate, siliconate, fluorosilicate, siloxane, silazane, silicon ester, and/or silane hardening/densifying 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, optionally allowing the surface to thoroughly dry, and polishing the surface with water or a diluted silicate, siliconate, fluorosilicate, siloxane, silazane, silicon ester, and/or silane polishing compound. The polishing step includes the steps of applying to the concrete surface water or the diluted polishing compound, mechanically polishing the concrete surface, cleaning the concrete surface, and repeating these steps with polishing pads or discs of increasingly finer grit until the surface obtains the desired level of shine.

Abstract: A mobile home and foundation system-and method. The method includes providing a plurality of elongated concrete slabs having a pair of beveled edge surfaces. The plurality of elongated concrete slabs are placed within elongated ditches formed in the ground and to which the mobile home is secured. A fastener assembly is secured to the concrete slabs and a constraint device is connected to the fastener assembly. The foundation system includes a plurality of elongated slabs having a beveled edge.

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 apparatus for lifting and stabilizing sunken or settled foundations, slabs, footings, etc. includes a lifting plate having a pipe section solidly secured thereto, for passing concentrically over the anchor pier used in such operations. The concentric lifting plate pipe precludes cocking or tilting of the plate relative to the anchor pier and foundation structure, thereby greatly improving the security of the lifting operation. As a result of the increased lifting plate stability provided by the present invention, only a single clamp is needed for securing the lifting assembly to the foundation. The clamp is adjustably positionable as required, to secure to a solid area of the foundation structure. The present system secures the plate to the pier using mechanical fasteners, thus precluding requirement for costly welding and other metal forming equipment. A method of raising or stabilizing a foundation or similar structure using the present apparatus, is also disclosed.

Abstract: A precast and transportable mobile home foundation system. More specifically, the present invention relates to a method and apparatus for securing a mobile home to the ground by utilizing a plurality of elongated concrete slabs that are placed within elongated ditches formed in the ground and to which the mobile home is secured.

Abstract: A steel framed building which includes prefabricated steel frames, unique pier posts, POLYSTYRENE panels, and an assembly method which in combination provides an expedited overall time frame of 21 days from start to finish.

Abstract: A method for securing a mobile home and foundation system. The method includes providing a plurality of elongated concrete slabs having a pair of beveled edge surfaces. The plurality of elongated concrete slabs are placed within elongated ditches formed in the ground and to which the mobile home is secured. A fastener assembly is secured to the concretes slabs and a constraint device is connected to the fastener assembly.

Abstract: Systems and methods for anchoring or affixing a manufactured home to the land it is located on in a permanent or substantially permanent manner. A foundation for the manufactured home is provided by excavating a plurality of parallel trenches in a spaced relation to one another. Precast longitudinal footers are disposed in the trenches. The footers include anchoring receptacles to receive a complimentary anchoring member. Soil is backfilled around the footers to partially bury them, and then the support frame of a manufactured home is secured to the footers using an anchorage assembly with an adjustable tensioner. Support blocks are disposed between the footers and the support frame to maintain the manufactured home at a desired height above the footers or the ground.

Abstract: A integrated scheduling method for installing modified precast building columns, first floor grade slab and supporting beams prior to site excavation, and to use these components, together with specialized shoring panels and/or modified exterior wall panels, which are installed simultaneously with the excavation, and together with underground floor structures and beams, as a shoring system during excavation. The shoring or wall panels are forced downwardly to support the excavation sides as excavation proceeds downwards, avoiding the necessity of a conventional shoring system.

Abstract: A method and an apparatus primarily for laying a foundation for existing building structures. The method and the apparatus are primarily directed to the re-establishment of sufficient support in combination with foundation piles that no longer offer the sufficient support. E.g. this problem may arise in connection with wooden foundation piles in which an upper part of the foundation pile is rotten due to a sinking of the groundwater level. The method comprises removal of the upper part of the foundation pile and establishment of a support between a remaining foundation pile and a foundation on a building structure. The support is established in the aforementionned primary application by casting a fluid, preferably a curable casting material, in a telecospic cylinder, which is positioned between the remaining foundation pile and the foundation of the building structure.

Abstract: A clamped support system for a structure comprising a plurality of support piers in a predetermined array, supporting the structure; and at least two rigid reinforcing pads sandwiched about an elastomer layer, the plurality of support piers extending through the reinforcing pads and the elastomer layer.