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Patent Searching and Data


Matches 801 - 850 out of 33,495

Document Document Title
WO/2009/075595A3
The present invention provides an in-ground anchor device for anchoring an above ground upright. The anchor device may or may not be integral to the upright. The invention also provides novel uprights as well as methods of anchoring an u...  
WO/2009/104687A1
Provided is a device for detecting a state-change of a wire rod, which detects either the total length of a wire rod (10) buried in a base metal (3) or the extension change between two arbitrary points so that the information on the magn...  
WO/2009/103149A1
There is provided a method for drilling a cased hole and installing a micropile. A sonic drilling apparatus is positioned at a desired location. The sonic drilling apparatus includes a rotating and vibrating apparatus for rotating and vi...  
WO/2009/101454A1
The tie rod for structural projects for the protection of structures for earthquake and wind is comprised of a cast iron base (7) which has a bolt (4) passing through a hole, which is surrounded by threaded ring (5) with handles (6). A b...  
WO/2009/096723A1
This invention relates to a pile whereof the head is expandable, wherein a leading end expansion plate having a larger size than the cross section of the pile leading end is installed at the leading end of the pile to improve the leading...  
WO/2009/094353A1
A system comprising a subsea structure defining an interior of the system, the structure subject to a water current; a holder exterior to the subsea structure, the holder comprising at least one guide member, the guide member comprising ...  
WO/2009/092632A1
The invention relates to an injection spigot (24), preferably for an injection head for injection drilling anchors with independent supply of a first and second supply component, wherein the injection spigot (24) has a housing (34) with ...  
WO/2009/094334A1
A system comprising a vortex induced vibration suppression device comprising a base section comprising at least two connected portions; and a tail section connected to the base section.  
WO/2009/094355A1
A system comprising a subsea structure defining an interior of the system, the structure subject to a water current; at least one line exterior to the structure; a collar exterior to the structure adapted to maintain the at least one lin...  
WO/2009/094358A1
An offshore structure cleaning system comprising a frame, at least one set of clamps supported by the frame, a cleaning mechanism on an interior of the set of clamps, the cleaning mechanism adapted to clean an offshore structure.  
WO/2009/091498A1
An interlocking segmental retaining wall. The wall includes a plurality of blocks stacked upon each other. Each block includes a recess formed thereacross. The recess is formed with tapered walls to facilitate molding.  
WO/2009/090034A2
Equipment for drilling secant holes (2) constituted by an excavating system (3, 14, 4, 16, and 17) and by a guide system (7, 8), both of which are set in the hole (2) being drilled and in a previously made hole (2'), the two systems bein...  
WO/2009/083596A2
The invention relates to a drilling method that comprises: the step of drilling a hole in the ground, during which a drilling pipe (102), provided at one end thereof with a cutting tool (106) removable from said pipe, is rotated, the cut...  
WO/2009/082672A1
A sand and soil internal reinforcement system including a plurality of individual modules removably connectable together act to reinforce sand and/or soil against shifting caused by erosive forces such as water and wind in high energy en...  
WO/2009/082087A1
The present invention relates to a large diameter pillar construction method wherein a plurality of dry process unit blocks is layer-built to form a single large diameter pillar (e.g., pier, pile, and column). Each of the plurality of un...  
WO/2009/076858A1
A pile (1) is provided with a hoop (2) of which the diameter is longer than the outer diameter of the pile (1). The hoop (2) is separated from the pile (1) and cooperates with the pile (1) through the soil and padding between them, then ...  
WO/2009/072067A1
An anchoring system (10) comprises a peg (12) which is operable to be driven in the ground (14) and a flexible steel cable (16) which is hingedly attached to the peg (12). The peg (12) comprises a shank (18) and a helical screw formation...  
WO/2009/055389A3
A method and apparatus for forming a support aggregate pier having compacted aggregate lifts in a soil matrix, includes an elongate, hollow tube with a bulbous leading end bottom head element that is forced or lowered into the soil matri...  
WO/2009/073000A1
A sidewall system (10) for an air supported structure erected atop a foundation (F). The structure includes a fabric (B) which, when air is pumped under it, rises above the foundation and forms a roof for the structure. The system compri...  
WO/2009/072824A1
A foundation structure using a micro pile and a method of forming the same. A cover steel plate is disposed at an upper end of the micro pile, and has a micro pile hole. The micro pile is connected with others in series thanks to the use...  
WO/2009/066359A1
[PROBLEMS] To provide a multi-spindle excavator of a simple structure capable of functioning to attain enlargement of diameter. [MEANS FOR SOLVING THE PROBLEMS] A side cutter (31) is provided onto the side surface of an excavating drum (...  
WO/2009/062231A1
The present invention relates to a screw pile comprising a shaft and at least two blades extending outwardly from the shaft. Each blade has a leading edge that contacts earth as the screw pile is screwed into the ground. The leading edge...  
WO/2008/012803A3
A method for supporting mass to prevent potential failure mass from collapsing is disclosed. The method comprises setting up at least one support element rigidly anchored to the mass, arranged in one or more convex modules, wherein a rat...  
WO/2009/057367A1
Control indexes on drilling work with respect to an air foam stabilizing liquid are elucidated which involves stabilization and regulation of air foam quantity and water or cement milk quantity on the basis of the following indexes: defo...  
WO/2007/056586A3
An anchor system which provides a threaded member (1) which can be advanced into a baled material (3) upon rotational engagement of a first member end (25) terminal with the baled material (3).  
WO/2009/055691A2
A method, forming panel and system provide for monolithic pouring of concrete columns, beams and elevated decks. The forming panel may be variously sized and dimensioned to serve as a beam forming member or a column forming member, and i...  
WO/2009/055389A2
A method and apparatus for forming a support aggregate pier having compacted aggregate lifts in a soil matrix, includes an elongate, hollow tube with a bulbous leading end bottom head element that is forced or lowered into the soil matri...  
WO/2006/094277A3
A torque down pile substructure support system comprises a tubular pile with a fixed conical tip having a helical flight thereon which draws the pile into a soil bed when a torque is applied to the pile. The tip has a substantially conic...  
WO/2007/018903A3
Bricks for making a building structure. Each of the bricks has a core which is preferably made from metal, and which is embedded in a rubberized casing. Each brick is of no specific size and has a plurality of apertures extending through...  
WO/2009/029527A1
A subsea suction pile crane system comprises a suction pile and a crane mounted on the suction pile. The crane comprises a rotatable mounting surface, a winch, and a boom having a proximal section attached to the rotatable mounting surfa...  
WO/2009/007606A3
The invention relates to a hollow pole buried substantially vertically into the ground by threading, characterised in that it comprises: at least one helical wing (2) with a flat shape and having a reduced pitch capable of inducing a sin...  
WO/2009/024629A1
High-pressure polymer injection pump, constituted from a platform with an electric motor associated therewith, whose driveshaft drives an hydraulic pump submerged in a tank of hydraulic oil wherein is also installed a manually activated ...  
WO/2007/126969A3
A piling apparatus for providing support for one or more structures on, in, under, or into a body of water, a floor of the body of water, or a floor bed, comprising at least three concentric, generally coaxial bodies with an outer body h...  
WO/2008/139175A3
A composite ground beam for building works comprises a profile member (1) infilled with a filler material forming a solid core (2) within the profile member (1).  
WO/2009/023624A1
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.  
WO/2008/147787A3
A modular retaining wall is illustrated and described having open or closed polygonal modules with channels disposed therein. The wall is set at least partially below a surface, the surface either being land-based or aqueous-based, and i...  
WO/2009/007606A2
The invention relates to a hollow pole buried substantially vertically into the ground by threading, characterised in that it comprises: at least one helical wing (2) with a flat shape and having a reduced pitch capable of inducing a sin...  
WO/2007/095123A3
A method to make an in-situ piling in which a dry binder and water are injected into the situs of an intended piling. A rotary tool is inserted into the soil which as it descends into the situs and exits it, mixes the soil, binder and so...  
WO/2008/154604A1
This disclosure provides methods and apparatuses to monitor strain in a steel pipe with reduced or eliminated disruption of the insulative and anti-corrosive layers or coatings that cover the pipe. The methods and apparatuses can include...  
WO/2008/001352A3
This invention deals with a device and a method for an improved concrete pile casting in swelling soils by substantially lowering or eliminating heave forces created in active soils from affecting said piles by surrounding selectable par...  
WO/2008/152789A1
Intended is to make it possible to green a slope entirely and to achieve a sufficient stabilization of a slope. There is used a porous band-shaped member (1) having a multiplicity of through holes extended from the surface to the back. T...  
WO/2007/101155A3
A tension leg platform includes a deck supported on the upper ends of three or more columns interconnected at the lower ends thereof by horizontal K disposed pontoons. The columns arc battered inwardly and upwardly from the pontoons to t...  
WO/2007/133709A3
A stackable component for concrete forming systems is described. End plates are secured to opposite ends of a longitudinal element having a round profile that prevents stacking of the components. The end plates nest together and receive ...  
WO/2008/147787A2
A modular retaining wall is illustrated and described having open or closed polygonal modules with channels disposed therein. The wall is set at least partially below a surface, the surface either being land-based or aqueous-based, and i...  
WO/2008/088372A3
An earth anchor of the pivoting type having an essentially cylindrical body, a blind bore extending therein to from a trailing axial end of the cylindrical body and a leading edge projecting from a leading end of the body, the leading ed...  
WO/2008/008728A3
There is disclosed a system comprising a structural element; a transport tool carrying a plurality of VIV and/or drag reduction devices; and an installation tool adapted to remove a VIV and/or drag reduction device from the transport too...  
WO/2008/137259A1
The present invention relates to a molded pile (e g, 17) that includes a unitary elongated body (52) and an elongated tube (142) residing longitudinally within the elongated body (52) The elongated body (52) includes first (151) and seco...  
WO/2008/136926A1
A method and apparatus for conducting simultaneous drilling and production are provided. The apparatus can include a ship shape floating vessel, wherein the ship shape floating vessel includes at least two drilling derricks, at least two...  
WO/2008/036728A3
There is disclosed a floating system positioned in a body of water having a water bottom, the system comprising a host member floating in the water; an elongated underwater line structure, comprising a top connected to the host; a bottom...  
WO/2008/030689A3
A method for making a deep draft semi-submersible drilling/production vessel having a center of gravity below its center of buoyancy by constructing a plurality of buoyant individual columns. The method connects a pair of columns with at...  

Matches 801 - 850 out of 33,495