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Patent Searching and Data


Matches 551 - 600 out of 32,354

Document Document Title
WO/2010/129222A2
A system for reducing drag and/or vortex induced vibration of a structure, the system comprising a multiple finned device comprising from at least one long fin having a first average height and at least one short fin having a second aver...  
WO/2010/126874A3
A system comprising a structure defining an interior of the system; an apparatus exterior to the structure, the apparatus adapted to reduce in size when lowered into a body of water; a strap exterior to the apparatus, the strap adapted t...  
WO/2010/126971A3
A system for reducing drag and/or vortex induced vibration of a structure, the system comprising a multiple sided device comprising from 4 to 6 sides; and at least one blade located extending from the multiple sided device.  
WO/2010/126874A2
A system comprising a structure defining an interior of the system; an apparatus exterior to the structure, the apparatus adapted to reduce in size when lowered into a body of water; a strap exterior to the apparatus, the strap adapted t...  
WO/2010/126971A2
A system for reducing drag and/or vortex induced vibration of a structure, the system comprising a multiple sided device comprising from 4 to 6 sides; and at least one blade located extending from the multiple sided device.  
WO/2010/122992A1
A composite steel sheet pile and a steel sheet pile wall which comprise a steel sheet pile and a rigidity increasing steel material which are not fully integrated with each other but are combined with each other as superposed beams in su...  
WO/2010/121519A1
An inner support pile (2) for supporting a sinking well structure (4) is composed of several pile sections (21) which are arranged detachably. When the sinking well structure (4) is sunk, the position of a jack (3) provided on the top of...  
WO/2010/121310A1
A method of constructing a building, including: driving a plurality of screw piles into the soil on which a building is to be constructed to a predetermined founding depth and in a predetermined array; casting a plurality of concrete flo...  
WO/2010/119432A3
A ground (G) anchoring system (100) for various objects (O), such as building structures, warranties great stability, strength to mechanical stress and simplicity of installation, although having a structure of easy and economical manufa...  
WO/2010/116758A1
A steel pipe pile provided with: a straight section having a cylindrical shape; and a tapered section continuing to one end of the straight section and having an outer diameter and an inner diameter which are reduced in the direction awa...  
WO/2010/116884A1
A steel pipe pile which is, when installed in the ground, supported by a sufficient support force without adversely affecting the ground which surrounds the pile. A steel pipe pile having: a first steel pipe pile (102 (104)) having a hol...  
WO/2010/118071A2
A pile comprises a first side portion configured as a section of the pile and comprising first and second edges. A second side portion comprising first and second edges and is configured to slidably engage with the respective second and ...  
WO/2010/116878A1
A steel pipe pile provided with: a hollow steel pipe (112); a first helical blade (114) continuously formed from one end side to the other end side of the steel pipe for at least one helical turn around the outer periphery of the steel p...  
WO/2010/118071A3
A pile comprises a first side portion configured as a section of the pile and comprising first and second edges. A second side portion comprising first and second edges and is configured to slidably engage with the respective second and ...  
WO/2010/112832A1
A method and apparatus for mounting a column/pile in an upstanding position on a supporting surface comprising the steps of lowering the column/pile to be installed from a support vessel into contact with the supporting surface, using th...  
WO2010110577A2
The aim of the present invention is to provide a self-supporting retaining wall construction using a curved steel panel and a steel wire, comprising: two or more furring strip mounting elements inserted into a flange of an H-pile for sup...  
WO/2010/109111A1
The present invention relates to a device for protecting the legs of a pylon, comprising at least one main rib (1), and optionally secondary ribs (2, 3), including a shell (4) and a cap (5) placed on top of the shell (4), the protection ...  
WO/2010/110577A3
The aim of the present invention is to provide a self-supporting retaining wall construction using a curved steel panel and a steel wire, comprising: two or more furring strip mounting elements inserted into a flange of an H-pile for sup...  
WO/2010/107296A1
A circular pile head assembly (1) that can facilitate the driving of the underpinning pile (71,72) in a slab (8) using a pile driving machine (5) and locking-off the slab load to the underpinning pile (71). A circular pile head assembly ...  
WO/2010/106216A1
Method for placing a concrete-structure load-bearing pile or anchoring pile into the ground, in which method by means of hits generating device (3) a pile hole forming equipment, like with an end piece (5) equipped tube (1, 17) is forced...  
WO/2010/102339A1
A peg guide and guy line anchor assembly for a tent or similar structure. The assembly includes an angled peg guide (20) arranged so that the tensile force in a guy rope (35) used therewith is shifted through a resilient region of the gu...  
WO/2010/101380A2
The present invention relates to a pile for constructing a foundation, and to a method for manufacturing same. The pile for constructing a foundation according to one embodiment of the present invention is characterized in that a fiber c...  
WO/2010/101380A3
The present invention relates to a pile for constructing a foundation, and to a method for manufacturing same. The pile for constructing a foundation according to one embodiment of the present invention is characterized in that a fiber c...  
WO/2010/097642A1
A hydraulic tie rod for construction projects used to provide protection to construction structures of any kind against natural phenomena such as earthquakes and hurricanes. This is achieved by the continuous pre-stressing (pulling) of b...  
WO/2010/095153A1
The equipment serves to form consolidated soil columns having a non-circular cross- section, and comprises a mast (2, 8), a rotary (3) which is rotatable and translatable along an axis parallel to the mast, a series of hollow rods (4) te...  
WO/2010/094820A3
The invention relates to a device for fixing metallic structures to the floor, said device consisting of a cylindrical metallic tube (2) with lateral wings (4) and longitudinal openings, in the lower part, from which teeth (11) extend, s...  
WO/2010/092788A1
An underground outer wall structure is provided with: a first steel sheet pile and a second steel sheet pile which are connected together at joint sections each provided to each side edge of each of the steel sheet piles and which are in...  
WO/2010/091702A1
The invention relates to a floor anchor (10) made of steel pipe. The floor anchor comprises a hollow shaft segment (14) having an external thread (16) at least in segments, and a head segment adjacent to the shaft segment (14) and facing...  
WO/2010/093080A1
The present invention relates to a ground excavator and an underground polygonal shoring method to form underground walls by excavating the ground, wherein a vibro-device and an auger device for excavating the ground are formed, and a po...  
WO/2010/092793A1
An underground outer wall structure is provided with: steel sheet piles which are connected to each other at joint sections each provided to each side edge of each of the steel sheet piles and which are installed in the ground to separat...  
WO/2010/092221A1
The invention relates to a pile with asymmetric reinforcement for containing earth and to the method for obtaining said reinforcement, comprising a transverse reinforcement (9) fixed externally to a longitudinal reinforcement consisting ...  
WO/2010/093397A1
One embodiment relates to an earth-penetrating apparatus. The apparatus includes a pole (102, 202, 402, 502) with a hollow portion therein and a bottom end (104, 204, 404, 509) which is configured to be driven into ground. Anchoring part...  
WO/2010/092782A1
An underground outer wall structure provided with a first steel sheet pile and a second steel sheet pile which are connected together at joint sections each provided to each side edge of each of the steel sheet piles and which are instal...  
WO/2010/091453A1
A structural member (20), including a longitudinally extending core (22), and at least two longitudinally extending ribs (24, 26, 28). Each rib (24, 26, 28), in profile, extends outwardly from the core (22) to an outer rib edge (30, 32, ...  
WO/2010/092746A1
A method of manufacturing a steel material for an underground continuous wall is provided with: a facing step for causing a web section of a steel sheet pile and a flange section of H-shaped steel to face each other; a first fixing step ...  
WO/2010/089985A1
A steel member for foundation, provided with: a steel sheet pile having a web section, a pair of flange sections connecting to both sides of the web section, and a pair of joint sections each provided to a side end section of each of the...  
WO/2010/090577A1
The invention concern an arrangement for a down-the-hole hammer drill (1), particularly for use in soil consolidation through a process known as "jet grouting", and comprising a principally cylindrical machine housing (2), an impact mech...  
WO/2010/089966A1
A compound steel sheet pile is provided with: a first hat-shaped steel sheet pile having a web section, a pair of flange sections provided to both sides of the web section, a pair of arm sections each provided to an end of each of the pa...  
WO/2010/081718A3
The invention relates to a ground anchor having lateral stabilizers, comprising a cylindrical threaded sleeve and lateral stabilizers fastened thereto, wherein threaded openings or through-openings are provided directly in the threaded s...  
WO/2010/082468A1
A combined steel sheet pipe comprises a hat-shaped steel sheet pile and an H-shaped steel. The hat-shaped steel sheet pile has a web portion; a pair of flange portions provided at opposite ends of the web portion; a pair of arm portions...  
WO/2010/081718A2
The invention relates to a ground anchor having lateral stabilizers, comprising a cylindrical threaded sleeve and lateral stabilizers fastened thereto, wherein threaded openings or through-openings are provided directly in the threaded s...  
WO/2010/079277A1
The invention relates to an anchoring device, in which a positioning plate (5), intended for bearing on the surface of the soil, is mounted on a hollow rod (2), the rod supporting in series, from the positioning plate (5) towards the fre...  
WO/2010/080529A1
In a vessel utilized for providing powdered materials, such as binder, for the construction of an in-situ piling, the vessel has a binder feeding system having a fluidization chamber, where the fluidization chamber receives air at a high...  
WO/2010/073538A1
A steel sheet pile wall formed by inserting at least two adjoining hat-shaped steel sheet piles into the ground at the boundary between a natural ground side and an excavation side. The hat-shaped steel sheet pile is integrally provided...  
WO/2010/072772A1
The present invention relates to a method and system for joining two concrete piles together at their opposing ends by providing a pair of opposing coupling devices at the opposing ends Each coupling device comprises a flat base plate de...  
WO/2010/068791A1
An improved method and system for attaching a soil reinforcement member such as a welded wire grid-work panel to a plurality of face panels of a retaining wall. The method includes providing a plurality of stackable face panels, each fac...  
WO/2010/068791A8
An improved method and system for attaching a soil reinforcement member such as a welded wire grid-work panel to a plurality of face panels of a retaining wall. The method includes providing a plurality of stackable face panels, each fac...  
WO/2010/059016A3
A construction method for improving soft ground is disclosed. The present invention is implemented by initially drilling soft ground along a demarcated line, the stabilized soil is then layered to install a subterranean wall and a stabil...  
WO/2010/059489A1
An Offshore Windpower Plant (OWP) is a combination of a typical offshore wind turbine installed on a fixed foundation using suction buckets as the anchoring means with a new technology for their assembly, transportation, installation and...  
WO/2010/059016A2
A construction method for improving soft ground is disclosed. The present invention is implemented by initially drilling soft ground along a demarcated line, the stabilized soil is then layered to install a subterranean wall and a stabil...  

Matches 551 - 600 out of 32,354