| Class / Patent application number | Description | Number of patent applications / Date published |
|---|
| 052146000 | VERTICAL STRUCTURE WITH BRACE, OR GUY, EXTENDING DIAGONALLY TO A BASE | 16 |
| 20090307997 | Grate panel with upright brace structure - A grate panel with upright brace structures is provided and characterized by: a plurality of upright brace structures vertically aligned and centrally disposed inside a plurality of side panels of the grate panel, and transversely spaced apart from one another at an appropriate distance; a plurality of reinforcing panels disposed between, and welded to, the upright brace structures; and the plurality of side panels configured to surround the upright brace structures and the reinforcing panels by being welded thereto. Thus, the grate panel is equipped with corrugated upright brace structures to provide such advantages as high-strength support, ease of construction, and low production costs. | 12-17-2009 |
| 20100043315 | Strapping System and Method to Reinforce Framed Structures - A network of straps is placed over a framed structure and roof decking and secured to the foundation. A tensional force is applied to the straps. The tensioned straps are then secured at strap crossing points, the roof decking, roof structural members and wall structural members. The method also provides special treatment for straps crossing apex ridges or valleys of the structure's roof. Additional framing blocks are included under the roof decking to accommodate fastening the straps to the primary structural members. The runner straps pass through slits cut into roof decking near where the sidewalls attach to the roof joists and rafters. An added framing member or supporting structural device is also installed above the top plate of the stud wall to support the roof decking as tension is applied to the straps. The method calls for determining standard strap spacing based on the design resistance required to counter external forces that could be encountered at the construction location. The straps are placed on all sides at the standard spacing. Special adjustments to the spacing are made to accommodate larger than standard spacing door, garage, and framed openings. The number and configuration of straps is dependent on Building Codes and engineered design guidelines. By securing the strap network to the structure under tension, the strap network provides a distributed resistance force throughout the entire structure greatly enhancing its strength against external winds, internal vacuums, and earthquakes. Suitable straps can be fabricated from range of materials and composites such as metallic and non-metallic banding, a combination of non-metallic banding with wire reinforcement, wire mesh or wire rope. | 02-25-2010 |
| 20110088338 | CONSTRUCTION PANEL - There is provided a construction element comprising a frame ( | 04-21-2011 |
| 20110126481 | CONCRETE TOWER - A concrete tower is provided. The concrete tower may be a concrete tower for a wind turbine. The compressive strength of the concrete is changed in dependency of the height of the tower. The concrete tower includes a number of tendons that are arranged to pre-stress the concrete tower. Each tendon is anchored with the concrete tower at a first end of the tendon and at a second end of the tendon. | 06-02-2011 |
| 20120005970 | GUY ANCHOR REINFORCEMENT - 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. | 01-12-2012 |
| 20140290155 | SOLAR ARRAY SUPPORT METHODS AND SYSTEMS - Systems and methods for disposing and supporting a solar panel array are disclosed. The embodiments comprise various combinations of cables, support columns, and pod constructions in which to support solar panels. The solar panels can incorporate single or dual tracking capabilities to enhance sunlight capture. The embodiments encourage dual land use in which installation of the systems minimizes disruption of the underlying ground. Supplemental power may be provided by vertical axis windmills integrated with the columns. Special installations of the system can include systems mounted over structures such as parking lots, roads and aqueducts. Simplified support systems with a minimum number of structural elements can be used to create effective support for solar panel arrays of varying size and shapes. These simplified systems minimize material requirements and labor for installation of the systems. | 10-02-2014 |
| 052147000 | Attached discrete guard | 1 |
| 20110138704 | TOWER WITH TENSIONING CABLES - A tower, which may be used for a wind turbine, is provided. The tower includes at least one concrete tower section having a plurality of tensioning cables. The tensioning cables are configured to induce a compressive force on the concrete tower section. The tensioning cables are spaced from an exterior surface of the concrete tower section by a substantially uniform distance. | 06-16-2011 |
| 052148000 | Flexible guy type | 3 |
| 20120011780 | MODULAR GUY ANCHOR - A modular guy anchor includes an anchor head and an anchor shaft. The anchor head includes a tubular region for receiving the anchor shaft. The anchor shaft has one end that extends into or through the tubular region and is retained therein. The anchor shaft is preferably galvanized steel coated over at least a portion of its length with a corrosion-resistant material. The corrosion-resistant material is preferably applied over any portion of the anchor shaft that is exposed to soil during normal use. The modularity of the guy anchor facilitates stocking, shipping, and installation, while the corrosion resistance of the anchor shaft promotes longevity. | 01-19-2012 |
| 20130276387 | GUY ANCHOR REINFORCEMENT - 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. | 10-24-2013 |
| 20150113887 | SOLAR ARRAY SUPPORT METHODS AND SYSTEMS - Systems and methods for disposing and supporting a solar panel array are disclosed. The embodiments comprise various combinations of cables, support columns, and pod constructions in which to support solar panels. The solar panels can incorporate single or dual tracking capabilities to enhance sunlight capture. The embodiments encourage dual land use in which installation of the systems minimizes disruption of the underlying ground. Supplemental power may be provided by vertical axis windmills integrated with the columns. Special installations of the system can include systems mounted over structures such as parking lots, roads and aqueducts. Simplified support systems with a minimum number of structural elements can be used to create effective support for solar panel arrays of varying size and shapes. These simplified systems minimize material requirements and labor for installation of the systems. | 04-30-2015 |
| 052149000 | With adjustable means | 1 |
| 20100251636 | HELICOPTER TRANSPORTABLE ANTENNA MAST AND STAY CABLE SYSTEM - An antenna mast system includes an antenna mast and a plurality of circumferentially spaced apart upper cable tensioning arms each coupled at one end proximate the top of the mast. A plurality of circumferentially spaced apart lower cable tensioning arms are each coupled at one end to the mast at a selected distance below the upper cable tensioning arms. A plurality of stay cables are each coupled at one end to one of the upper cable tensioning arms and at the other end to an anchor affixed to the ground. The stay cables are each coupled to a respective one of the lower tensioning arms. The system includes means for tensioning the stay cables. | 10-07-2010 |
| 052152000 | Spaced or angularly related braces | 5 |
| 20090307998 | BASE SUPPORT FOR WIND-DRIVEN POWER GENERATORS - 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. | 12-17-2009 |
| 20130269270 | BASE SUPPORT FOR WIND-DRIVEN POWER GENERATORS - 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. | 10-17-2013 |
| 20140033624 | SUPPORT APPARATUS FOR UNDERWATER POWER GENERATOR AND METHOD FOR DEPLOYMENT - A support apparatus for support of an underwater power generator is described. The underwater power generator has a power generating portion and the support apparatus includes: a stand adapted for supporting the power generating portion, and comprises a stabiliser including one or more stabilising footing elements adapted to mount one or more monolithic ballast masses; wherein the one or more stabilising footing elements includes a locating region adapted to cooperate with a locating region of the monolithic ballast mass so that the support apparatus in use is weighted down in a selected position on a sea bed. Ballast masses are also described, as are methods for installing the support apparatus and methods for installing power generators on the support apparatus. | 02-06-2014 |
| 20150059264 | EarthLoc Steel Foundation Modular System - The EarthLoc Steel Foundation Modular System is comprised of one module (“ESFM”) or a grid of interlocked ESFMs that comprise an EarthLoc Steel Foundation Grid (“ESFG”) design-engineered to support structures that will be subjected to forces from compression, overturning, torsion, sheer, and uplifting. The ESFM is comprised of a Loc-Cylinder, Torsion-Plates, LogLugs and a top-plate, designed to be interlocked with self-aligning LocPlates and/or InterLoc-Pates that conjoin multiple ESFMs to form a grid or array that creates a foundation that will support massive loads in virtually any location or soil composition. ESFMs are installed with a vibratory device with virtually no disturbance to the environment. The components of the ESFM System are removeable and reusable. Cost and installation time is far less than a traditional concrete foundation, is not affected by weather, is environment friendly, and provides a cost effective, practical, and logistically attractive alterative to concrete. | 03-05-2015 |
| 20160002945 | BASE STRUCTURE FOR SUPPORT TOWER - In one embodiment, a base structure for a support tower may include a ring foundation pad, a transition piece disposed above the ring foundation pad, and a plurality of staves positioned around the transition piece. Each of the plurality of staves respectively includes a top portion and a bottom portion. The bottom portion of each stave is wider than the top portion of each stave. The bottom portion of each stave is located above the ring foundation pad and the top portion of each stave is respectively secured to the transition piece. | 01-07-2016 |
