| Document |
Document Title |
|
WO/2012/112643A1 |
A flood protection bag system includes a troughlike structure having longitudinally- extending sidewalls (116, 118) and a bottom wall (120) connected therebetween, along with one or more internal walls (132, 134, 136), the internal walls...
|
|
WO/2012/107618A1 |
The present invention relates to equipment for mooring the prow of vessels to wharves and jetties, which, being designed for facilitating the operation of a vessel approaching and mooring at a fixed wharf/jetty structure, is characterize...
|
|
WO/2012/107703A1 |
The invention relates to a system, method, geocomposite and connector for fluid recovery in aggregates (S). The system is characterised in that it comprises: (i) at least one so-called barrier layer (5) having a permeability that blocks ...
|
|
WO/2012/102422A1 |
The present invention relates to a caisson breakwater which achieves a lengthening effect by interlocking caissons which are box-type structures. In the caisson breakwater in which caissons are disposed in a line, the caissons are interl...
|
|
WO/2012/103083A1 |
A procedure for treating rain water run-off includes forming a swale for the capture, treatment, and re-use of the storm water to improve the overall quality of the water before discharge.
|
|
WO/2012/098148A1 |
A dam encircles an area of an off -shore sea- or lakebed for storage of energy by changing the water level inside the closed dam in relation to a water level outside the dam by pumping of water. The closed dam is built from elongated con...
|
|
WO/2012/096426A1 |
The present invention relates to a corner block for constructing a reinforced earth wall and a method for constructing a corner part thereof. A right-angled corner part having a protrusion or embayment shape may be economically construct...
|
|
WO/2012/095483A1 |
A method and a device suitable for laying down and tensioning an impermeable cover comprising a plurality of geostrips (20) for protection of hydraulic structures (10) consisting of loose material, such as a dam, canal, and/or water basi...
|
|
WO/2012/094318A1 |
A down hole apparatus for filtering debris from a fluid in a well bore including a screen sub, a diverter assembly connected to the screen sub, a screen section extending from the diverter assembly and connected to the screen sub. The sc...
|
|
WO/2012/092999A1 |
A protection arrangement for quays, the arrangement comprising a plurality of fenders (101) arranged along a quay wall for absorbing impact energy of a ship approaching the quay wall in an impact direction, wherein at least one fender (1...
|
|
WO/2012/088775A1 |
A preventing and controlling method for main river transport controlling debris flow includes: first, according to the transport ability of the main river, a drainage project is used to prevent and control the debris flow. Then, based on...
|
|
WO/2012/091392A2 |
The present invention relates to a tube for forming a soil structure using barges and to a method for constructing same. When the tube is installed in a coastal area, a barge is fixed to the position suited for the construction position ...
|
|
WO/2012/084783A1 |
The invention relates to a dam body for use in a damming device for holding back water, or a watercourse having a changing water level, comprising a barrier wall (2) that extends at least partially vertically and a buoyancy means (6). Th...
|
|
WO/2012/080341A1 |
In a method for sealing piles (1) in subsurfaces (2) in the construction field, a hollow body-shaped formwork element (3) is used. The method comprises the following steps: 1) applying a barrier layer (4) to the subsurface (2); 2) introd...
|
|
WO/2012/076855A1 |
A fluid barrier consisting of a buoyant member which is positioned in front of an aperture in a wall of a structure and adapted to rotate about a horizontal axis under the influence of asymmetric buoyancy forces and reach a vertical posi...
|
|
WO/2012/076843A1 |
A used radial tyre tread, folded into a minimum of three loops and held in compression, in a lateral external circlip, to form a flexible, resilient, abrasion resistant bollard with anisotropic properties. By extending the lateral extern...
|
|
WO/2012/070351A1 |
Provided is a pneumatic fender that improves workability during folding up, secures convenience during transport, and suppresses damage during folding up and during transport, thus increasing durability. Further provided is a method for ...
|
|
WO/2012/071415A2 |
A surface film distribution system for use with a body of water and method thereof is provided. The system includes a surface film positioned on a surface of at least a portion of the body of water. A first fluid conduit opening is posit...
|
|
WO/2012/070945A1 |
Method and System for hydraulic removal of sediment in sand traps, where sediment are sucked into slotted pipes (15) arranged near the bottom of the sand trap. The slotted pipes (15) are branched out from connecting pieces (16) where at ...
|
|
WO/2012/067500A1 |
Method for forming a ground- covering layer (1), comprising the steps of providing a sheet (2); forming a number of substantially parallel folds (3) in the sheet; and urging toward each other and connecting to each other adjacent folds a...
|
|
WO/2012/062952A1 |
The invention is intended to facilitate the manoeuvre involved in the approach and mooring of a vessel in relation to a stationary structure of a quay/jetty, without the assistance of crew or ground personnel, including in the case of ad...
|
|
WO/2012/058908A1 |
A duplex type debris flow drainage channel comprises a main channel (1) and buffer areas (2). The buffer areas (2) are located on two sides of the main channel (1), and gravity retaining walls (3) are provided on the boundary of the buff...
|
|
WO/2012/049994A1 |
[Problem] To provide a counter-weight block construction method for preventing sliding and swing motions of a caisson by reliably increasing the friction force between a counter-weight block and a rubble mound with a construction structu...
|
|
WO/2012/041281A2 |
The present invention relates to a protective device, comprising at least one wall element, which is arranged in a trough, which is sunk into the ground, stationary, and has an at least substantially U-shaped cross-section. The at least ...
|
|
WO/2012/037889A1 |
A receiving bag assembly (100) comprises multiple receiving bags (21) filled with filler (212). A strengthening layer (23) is disposed between adjacent receiving bags (21) to fixedly connect the adjacent receiving bags (21). A fastening ...
|
|
WO/2012/036399A2 |
The present invention relates to a retaining wall construction structure and method using stones, and more particularly to a retaining wall construction structure and method using stones which improve a support force and a clamping force...
|
|
WO/2012/031459A1 |
Disclosed is a long segment structure of an offshore high pile wharf, and the length of a segment of the structure is no less than 120 m. In the long segment structure, batter piles located more than 25 m away from a zero line of tempera...
|
|
WO/2012/029966A1 |
Provided are a steel structure reinforcement method and a reinforcement body, for enabling the avoidance of such circumstances as degraded reinforcement effect from sunlight or other factors, so that sufficient reinforcement effects can ...
|
|
WO/2012/030399A1 |
The invention relates to a roadway flood protection and traffic barrier which provides a smooth upper surface for vehicles, pedestrians, etc. and is thin enough to be mounted to the surface of an existing roadway or parking garage ramp, ...
|
|
WO/2012/026892A2 |
Flood barrier is designed as bag (13) in bag (2). Outer bag (2) will be filled with water or other liquid and inner bag (13) will be filled with pressure air, gas or pressure liquid as well. Bags (2, 13) can be of various lengths, diamet...
|
|
WO/2012/026808A1 |
Method for reclaiming land at a location of land reclamation using a supply vessel, a transport vessel (1) and a delivery vessel, wherein the transport vessel (1) is provided with a hull and at least a hopper (25) for containing dredged ...
|
|
WO/2012/023650A1 |
The present invention pertains to a retaining wall construction system for preventing tsunamis and flood damages and a construction method thereof. The retaining wall construction system for preventing tsunamis and flood damages includes...
|
|
WO/2012/023901A1 |
Brine disposal systems are configured to receive brine from a brine source and to passively collect seawater from a nearby ocean during high tide using one or more tidal forces. Tidal movements during high tide, low tide, or both may be ...
|
|
WO/2012/023860A1 |
A mooring device (3) arranged at a berth (13) for a vessel (2), the first end portion (211) of a longitudinal mooring means (21) being connected to the mooring device (3) and the longitudinal mooring means (21) being connected to a pull-...
|
|
WO/2012/017534A1 |
[Problem] To provide revetment blocks which can greatly reduce the amount of usage of concrete, and which allows effective use of rocks (fieldstones) collected from an avalanche of rocks and earth or a construction site as material for t...
|
|
WO/2012/012824A1 |
Described herein is a marine fender (100) for mounting to a structure (108) and a mounting assembly (110) for a marine fender. The marine fender (100) includes a facing assembly (102) for bearing against a vessel and a resilient fender e...
|
|
WO/2011/122779A9 |
|
|
WO/2012/011680A2 |
The present invention relates to breakwater units and a method for connecting same, and more specifically, to the configuration and connection of the units that constitute breakwater for absorbing or dispersing wave energy delivered from...
|
|
WO/2012/009966A1 |
A fluid-dividing triangular cylinder comprising triangular cylinders (1) arranged in a single row or in multiple rows, and a plant planted in the triangular cylinders (1). Also provided is an application of the fluid-dividing triangular ...
|
|
WO/2012/006688A1 |
A Barrage apparatus is a method and device for extracting energy from flowing fluids in an open flow by means of a submerged barrage or barrages that obstruct and channel flows at increased velocities to downstream turbine power take off...
|
|
WO/2012/007507A2 |
The invention relates to a device (1) for filling granular, pulverulent and free-flowing materials into a container (5), preferably a hose- and sack-shaped container, made of geotextile material, comprising a housing (6) that allows the ...
|
|
WO/2012/007983A1 |
A port (1) for boats (2) comprising a floating platform (30) for anchoring said boats (2), means (40) for anchoring said floating platform (30) to the sea bottom (F), and compensation means (50) installed within said anchoring means (40)...
|
|
WO/2012/003773A1 |
A hollow truncated cone-like bank revetment structure is a hollow truncated cone (1) whose basal diameter is larger than the top diameter or a hollow truncated cone (1) plugged with conctrete slabs (5). The hollow truncated cone-like ban...
|
|
WO/2012/000495A1 |
The invention includes a floating breakwater, which is composed by at least one float (2) and at least one pipe (3), which is fully or partially enclosed by a water permeable structure (7).With the invention a hitherto unseen wave reduct...
|
|
WO/2011/161219A1 |
The present invention relates to a submersible device DSP comprising a screen SCR having a plurality of openings, an anchor means AM for anchoring a first end of said screen SCR, here a bottom end, to the ground and means (FM, C1, C2, C3...
|
|
WO/2011/160301A1 |
A coupling structure of yacht pier includes a main keel (10) for fixing a main pontoon bridge, a secondary keel (30) for fixing a pontoon bridge branch and a coupling piece (20) for connecting the main keel (10) with the secondary keel (...
|
|
WO/2011/161675A2 |
A floating device is disclosed. The device comprises a first cup member and a second cup member, each having a base and an open end, the first cup member being formed with an opening at a center of a respective base. In some embodiments ...
|
|
WO/2011/159809A2 |
A soil reinforcing element for use in a mechanically stabilized earth structure is disclosed. The soil reinforcing element may include a pair of longitudinal wires extending substantially parallel to each other and having a connection en...
|
|
WO/2011/157211A1 |
A hydrodynamic automatic desilting apparatus comprises a floating body (10) and a roller device (30) pulled by the floating body (10) and sunk to the bottom of water. The roller device (30) comprises a roller (31) and multiple blades (32...
|
|
WO/2011/157881A2 |
The breakwater makes it possible to withstand waves of greater intensity without increasing the number or dimensions of the piles that make up a conventional breakwater. It includes a chain of floating panels (3) made up of floating elem...
|
