| Class / Patent application number | Description | Number of patent applications / Date published |
|---|
| 405114000 |
Connectable sections
| 37 |
| 405110000 |
Hollow or buttressed
| 19 |
| 405116000 |
In situ construction
| 18 |
| 405115000 |
Flexible
| 10 |
| 405108000 |
Having spillway | 4 |
| 20110033242 | MODULAR-UNIT FLOODWALL SYSTEM - A modular-unit floodwall system is disclosed. The system includes modular floodwall units configured for holding water and connecting and sealing devices for connecting the units together to form a barrier against floodwater. A method of constructing such a floodwall is also disclosed. | 02-10-2011 |
| 20110064522 | SYSTEM AND METHOD FOR REDUCING THE DOWNSTREAM ENVIRONMENTAL IMPACT OF WATER EXTRACTED FROM A HYDRAULIC DAM - The invention relates to a system for reducing the environmental impact caused downstream by water extracted from a hydraulic dam which includes a floating structure in the surface water, connected to the water inlet of a tube and designed to float in the surface water, and a water outlet of the tube connectable to a feed gate in the retaining wall of the dam; the tube being designed to be adapted to various levels of the surface water in which the floating structure floats without preventing the flow of surface water through the tube, and the system allowing the performance of the method according to the present invention, all this in the event that there is in the dam a hydroelectric power station, without loss of power therein. | 03-17-2011 |
| 20120087733 | INTELLIGENT HYDROELECTRIC DAM WITH POWER STORAGE - Dams are a useful source of energy. An embodiment of a dam according to the present invention includes precast segments configured to be coupled together to form a dam optionally used to generate energy. An embodiment includes a spillway extender to prevent upstream or downstream erosion of a riverbed at the dam. An underpinning system may be employed to assist in maintaining position of the dam or segmental components. Solar panel energy generation systems and battery storage may be associated with the segmental dam to store energy and, optionally, produce auxiliary power for subsystems associated with the dam, such as for supporting automated spillway control gate level control or automated gearing system control to control a gear ratio associated with rotating or other moving parts used to convert kinetic energy of water into electrical energy. | 04-12-2012 |
| 20160097174 | CONTROLLED CONTAINMENT BARRIER SYSTEM AND METHOD FOR USING SAME - A controlled containment barrier system is provided that can prevent the migration of dissolved phased contaminants in water systems. The system includes sheet piling installed in a body of water, the sheet piling having valves disposed at various vertical elevations on the sheet piling panels that allow the discharge of water at various strata in the body of water through the barrier system. | 04-07-2016 |
| 405109000 |
Having impervious core | 1 |
| 20120328368 | METHODS FOR WATERPROOFING DEPOSITING SITES - An object of the present invention is to provide methods for laying a waterproofing layer which may be used for forming the bottom and the walls of depositing sites so as to comply, both in literal and in substantial terms, with the legal requirements. The aim is also to provide durable waterproof barriers which have a high mechanical strength, without discontinuity. | 12-27-2012 |
| 405113000 |
Tension stayed | 1 |
| 20160047105 | METHOD AND DEVICE FOR PROVIDING A PIPING PROTECTION SYSTEM IN A DIKE BODY - The invention relates to a method for making a barrier screen in a dike body for preventing transport of soil particles, said barrier screen being positioned substantially standing and extending in a longitudinal direction of said dike body, wherein in said method said barrier screen is obtained by mechanically mixing soil that is already present in said dike body with a binder. The method is characterized in that it comprises the step of displacing the chain cutter along the trajectory of the barrier screen to be made through the dike body and mixing the soil present and the binder as well as inserting a cloth into the mixed soil. | 02-18-2016 |
| Entries |
| Document | Title | Date |
|---|
| 20080205988 | Flood Protection Wall - The invention relates to a flood protection wall ( | 08-28-2008 |
| 20080219772 | Berm System - A berm system for retaining water in flood areas and erosion prevention means against wind and wave action and the like. The berm system basically is obtained of high density polyethylene defining a front side portion, a rear side portion and a top; at least a part of said top of the berm adapted for traction; and a means for holding the berm in place at the center and lap joints. The berm system is adapted for use in conjunction with existing or built earth/sand berms or can also be used on its own without any further earth/sand berm for barrier against flood, or erosion resulting from wind and/or wave action. The berm system is simple and cost effective and can be installed very fast in various flood areas as well as regions requiring erosion control. | 09-11-2008 |
| 20080247825 | Roadway-levee - A water or flood control and containment system is provided having foundations, sealed bases, supporting structure, and pumping system that gives the user control over water containment and movement either to reduce the water hazard or to store water. The bases are secured and sealed to paved surfaces with foundations that have been preset into the street or other prepared foundation. When deployed on multiple adjacent streets, roadway levee creates a compartmented barrier containment system that mitigates flooding and storm surges. The invention is to be removed and stored off site when not in use. | 10-09-2008 |
| 20090252557 | FLOOD BARRIER SYSTEM - A flood barrier system for temporarily sealing an opening in a wall structure against the inflow of flood waters. The system comprises a plurality of elongated, horizontally disposed barrier elements of a length somewhat greater than the width of the opening. The barrier elements are stacked vertically, one upon the other against the outer face of the wall structure. End clamps engage opposite ends of the individual barrier elements to press them snugly against the outer surface of the wall, providing seals along the opposite vertical side edges of the opening. The barrier elements incorporate a unique interlocking configuration that simplifies and expedites assembly of a flood barrier and strengthens the integrity of the assembled structure. Improved and simplified arrangements are provided for clamping the ends of the barrier elements and for applying downward pressure to the assembled barrier. The resulting structure is more economical to provide and maintain and is more quickly assembled in the often emergency circumstances in which it is required. | 10-08-2009 |
| 20090274519 | Flood control device and method of using same - A water-fillable flood control device is provided that consists of a waterproof bag with a friction causing outer surface and having a mouth that can be closed with a waterproof seal after filling the bag with water. The bag can be filled by one person at a flood site using a filling/form sleeve and locally-available water. It is not necessary to fill the bag with sand, or add chemicals. The friction causing surface may be achieved by any means or method so long as the purpose is to hold the device in place for facilitating the stacking of a plurality of devices on top of each other to form a stable water control structure without the need for external supports. | 11-05-2009 |
| 20100232882 | Water Absorbing and Retention Bag - An improved water absorbing and retention bag has opposing bands about an outer bag. An inner bag has a supply of super absorbent polymer retained therein. The bands can provide loops from opposing ends of the bag while encircling the bag. | 09-16-2010 |
| 20100266341 | Process for in-ground water collection - A groundwater barrier system for preventing the generally lateral, subterranean migration of water (including both liquid and gaseous fluids) beyond an established perimeter, while providing controlled collection of same for use. The present system utilizes a barrier wall, which is formed in-ground via non-permeable membrane in sheet/roll/panel or slurry (materials can include bentonite clay). The present system will be configured to intersect the flow path of the groundwater to be routed to enhance containment or collection of the fluid. In use, the barrier of the present invention is installed by first making an excavation to accommodate the barrier system. The excavation and barrier wall is implemented to a depth so as to allow for the maximum interception with the established water table to be contained or collected, and/or processed based on benefit vs cost analysis. The barrier can also be used to prevent contaminants (including saltwater) from entering surficial freshwater aquifers. | 10-21-2010 |
| 20100310315 | INFLATABLE FLOOD BARRIER - Disclosed is an inflatable flood defence or a water dam, the flood defence structure or water dam includes at least one inflatable chamber ( | 12-09-2010 |
| 20110033241 | DAM CONSTRUCTION METHOD UTILIZING REFRIGERATION TECHNIQUE - A dam construction method utilizing refrigerating technology is provided, the method takes natural water as the material to construct the dam and constructs an ice dam body by utilizing the refrigerating technology. The method includes the following steps: choosing the forms and quantity of ice unit bodies, determining the positions and quantity of frozen contact points, manufacturing sufficient ice unit bodies by frozen units, choosing heat insulating material with high performance as the heat preservation layer to cover on the outside of the frozen ice unit bodies; temporarily fixing the ice unit bodies; quickly freezing the seams of the ice unit bodies to form a whole ice dam; mounting temporary generating equipment and completing the temporary dam body; thawing the ice dam body after a permanent dam body is completed. | 02-10-2011 |
| 20110176870 | Reusable Silt Dam - A reusable silt dam having an open frame that defines a generally rectangular prism interior open space, and a series of separate, generally flat, generally rectangular filters arranged side-by-side in the interior, to fill at least most of the interior with filter media. | 07-21-2011 |
| 20110311312 | Rapid Deployment, Multi-Dimensional Wedge Barrier Levee & Dike Repair System - The system utilizes a matrix of inflation modules held in position by x-y orthogonal cables. The inflation modules contain hydroscopic materials such as polymer power that swells when wet to produce modules of substantial height. The modules may be stacked in rows and columns to bridge a gap in a levee. Ballast holds the bottom of the matrix down and inflation modules, which may be air filed spheres hold the top of the matrix, on or near the surface of the water. The matrix may be configured to have a levee side that is as narrow as the opening in the levee and a water side that is wider than the gap in the levee to produce a wedging effect. Orthogonally arranged cables maintain the inflation modules in position and are used to anchor the matrix to intact portions of the levee. At points where the cables intersect they are held together by connector modules which a comprised of two halves with groves for cables and provision for holding the halves together with a bolts or other fasteners. | 12-22-2011 |
| 20120027520 | Reinforced Dikes For Damming Or Diverting Liquids - A device for damming and diverting liquid on a spill surface has an elongated, pliable dike having a first end, a second end and an exposed surface. The exposed surface is inherently tacky so that it is adherable to the spill surface to prevent flow of liquid past the dike. The dike is preferably made from a substance, such as polyurethane, that is inherently tacky. The device provides improved tear resistance by one or more additions to the construction of the device. Some of the additions to the construction also improve UV resistance and/or chemical compatibility. A method for creating a liquid control zone on a spill surface utilizing the dike of the present invention is also disclosed. | 02-02-2012 |
| 20120076588 | MODULAR BERM SYSTEM AND METHOD OF ASSEMBLY - A modular berm system and method for installing the berm system about a containment area are provided. The berm system is formed by interconnecting a plurality of panels in an end-to-end arrangement. Corner pieces which enhance the modularity, stability and rigidity of the berm system are also provided. A continuous liquid barrier liner overlies the containment area and the supporting perimeter of panels. The liner blocks any discontinuities between panels. Discontinuities can be overlapped with flaps for protection of the liner. | 03-29-2012 |
| 20130004239 | Pile Wall System, Pile and Method of Installation - The invention relates to a pile wall system, pile, and method of installation. A pile adapted to be used in a wall system with at least one other pile. Hexagonal polygonal tubes assembled from chevron panels make up the piles. The panels and piles are held together with through connectors. The pile wall system is easily made by stacking the panels against each other and bolting them together. It is just as easily taken apart. | 01-03-2013 |
| 20130022403 | CONTINUOUS FLUID TIGHTNESS FOR A CIVIL ENGINEERING WORK - A civil engineering work ( | 01-24-2013 |
| 20130259573 | ARTIFICIAL SOIL STRUCTURE AND METHOD OF FORMING THE SAME - An artificial soil structure includes a water shield layer provided on a soil layer and including water repellent sand processed by water repellent treatment, a water retentive layer provided on the water shield layer and including water retentive sand with no water repellent treatment, and a water repellent soil body provided partially in the water shield layer so as to penetrate the water shield layer and be in contact with the soil layer and the water retentive layer, the soil body including sand processed by water repellent treatment, wherein the water shield layer has water infiltration pressure higher than that of the water repellent soil body. | 10-03-2013 |
| 20140105686 | SECONDARY CONTAINMENT - This patent pertains to secondary containment systems. One implementation includes a support assembly that includes an elongate post member and a stabilization plate. In one instance, a stabilization plate is mounted on the elongate post member to reduce movement of the elongate post member when the stabilization plate is embedded in the ground. Another implementation includes a panel splice assembly including reinforcing members that secure overlapping, corrugated panels. | 04-17-2014 |
| 20140105687 | SECONDARY CONTAINMENT - This patent pertains to secondary containment systems. One implementation includes a support assembly that includes an elongate post member and a stabilization plate. In one instance, a stabilization plate is mounted on the elongate post member to reduce movement of the elongate post member when the stabilization plate is embedded in the ground. Another implementation includes a panel splice assembly including reinforcing members that secure overlapping, corrugated panels. | 04-17-2014 |
| 20140140770 | FLOATING FLAP GATE - The object of the present invention is to prevent an overflow of water into living spaces and underground spaces, to prevent difficulties in lower the door body when the water level has dropped, and to prevent the door body from suddenly falling. This is achieved by a floating flap gate | 05-22-2014 |
| 20140314487 | ATTENUATING ELEMENT - Attenuating element consisting of a head part, neck part and base part. The neck part is narrower compared to the head part and neck parts of adjacent attenuating elements form a continuous channel. Via the head parts, this channel is connected so that the cross-sectional area of the head parts is smaller than the cross-sectional area of the base parts. In this way, a water-control structure, sound-attenuating wall and the like can be provided. Such attenuating elements can be produced in a very simple manner by dividing them vertically and producing each of the vertical parts from concrete in a mould. | 10-23-2014 |
| 20160047102 | INFLATABLE FLOOD BARRIER - An inflatable flood barrier includes a board having a side plate and a peripheral plate attached to the side plate. The board being provided with a charging port, the peripheral plate has rounded corners, and the side plate has corner portions. The rounded corners and the corner portions are positionally corresponding. The corner portion has guiding grooves. A flexible seal embraces at least a part of the peripheral plate and has an internal channel, a gas inlet and a gas discharging port. When the flexible seal is inflated at the internal channel, a watertight combination between the inflatable flood barrier and a contacting surface of a gate it protects is achieved. The inflatable flood barrier is structurally simple, watertight, convenient to use and store, apparently pleasing, and functionally versatile. | 02-18-2016 |
| 20160201281 | Hydrostatic Fluid Containment System | 07-14-2016 |
