Class / Patent application number | Description | Number of patent applications / Date published |
014075000 | PIER | 6 |
20090255068 | Corner Joint Structure for Bridge Pier and Method of Producing the Same - An end face ( | 10-15-2009 |
20100242191 | BUOYANCY STABILIZED PIER STRUCTURE AND METHOD FOR INSTALLING SAME - A bridge pier structure is disclosed having a downwardly open footing chamber, an upper buoyant chamber, an upright member that mechanically connects these chambers, and that defines a fluid channel to the footing chamber. A valve is disposed in an upper portion of the fluid channel and configured to attach to a water ejection pump and a vacuum source. The pressure in the footing chamber can be reduced, such that hydrostatic pressure and the atmospheric pressure aids in embedding the footing. Optionally, a vibrating apparatus attaches to the structure to facilitate embedding. The apparatus may also enable the structure to be dislodged after installation, by providing a high pressure air source to the valve. The structure may be installed by towing it to location, positioning it on the waterway bed, and applying a suction to the valve. | 09-30-2010 |
20110219554 | BRIDGE CONSTRUCTION AND METHOD OF REPLACING BRIDGES - A bridge replacement method is disclosed. The bridge includes a deck supported by a pair of abutments, each abutment having wing walls. The deck is removed, footings are cast in holes dug behind each abutment and a pier is provided on each footing. Substantially parallel and coplanar cambered beams are provided. Each beam spans between and is supported by the piers. A brace assembly reinforces the beam camber. On each adjacent pair of beams, precast deck elements are placed, such that each element of said plurality spans the beam pair, to define at least transverse gaps between the elements and put the upper surfaces of the elements in compression in a transverse direction. The gaps are grouted. After grout curing, the brace is adjusted to reduce the beam camber and cause the upper surface of the elements to also be put into compression in a direction parallel to the beams. | 09-15-2011 |
20120011665 | Bridge Shoring System - A replacement bent for shoring a bridge and a method for installing the replacement bent. The replacement bent comprises a metal I-beam sill, telescoping, adjustable posts, and a metal I-beam cap. In one embodiment, the adjustable posts are connected at one end by hinges to the sill beam and are connected at the other end by hinges to the cap beam. In a second embodiment, the adjustable posts are connected at right angles to the cap beam and the sill beam by means of support plates. The posts may be telescoped and thereby adjusted to the necessary distance between the sill beam and the cap beam. The replacement bent is supported on the stub piles from the substandard bent that has been removed. | 01-19-2012 |
20120227193 | METHOD OF UPGRADING SEISMIC PERFORMANCE OF EXISTING SPILLWAY PIERS ON DAMS AND COUPLED EARTHQUAKE-RESISTANT STRUCTURE - A method of improving earthquake resistance of existing spillway piers provided in a dam. The method includes a following step. End portions of a main beam and top portions of existing spillway piers are connected to each other with a high damping device having a history damping property with high primary rigidity. The high damping device has a yield displacement amount in seismic velocity smaller than a tolerance of a displacement amount of the existing spillway piers. The high damping device has a yield load value in seismic velocity greater than a maximum seismic force generated therein in a bridge-axis direction due to a large-scale earthquake. | 09-13-2012 |
014076000 | Fender | 1 |
20100287715 | Fenders for Pier Protection Against Vessel Collision - A system is disclosed for protecting supporting structures, such as those of a bridge or other such marine supporting structure, from the force of an impact of a vehicle/vessel. Such a system includes a plurality of modular components arranged in series and configured to dissipate the energy of the force through the progressive buckling of one or more of the modular components. Each modular component contains an energy dissipation unit that includes a plurality of adjacent cells. The energy of the force is dissipated in the buckling of the walls of the cells of the energy dissipation units through the formation of one or more plastic hinges and/or volume reduction of the cells. | 11-18-2010 |