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Patent Searching and Data


Matches 801 - 850 out of 30,789

Document Document Title
WO/2002/035011A1
A metal sheet pile includes a wall section having a central flange flanked by outwardly inclined side walls. The free edges of the side walls include longitudinally extending interlocks each having a cavity filled with a sealant. The sea...  
WO/2002/035010A1
The invention relates to a connector profile, with two asymmetrical connecting pivots (12, 12') for a hook-like sheet pile connector (112, 112'), comprising three arms (16, 18, 20) which extend form a common mid-point (O) in three direct...  
WO/2002/035013A1
The invention relates to a device for producing columns of materials in the ground, especially in the ground of bodies of water, comprising the following: a first tank (8) of material and a second tank (10) of material connected to the f...  
WO/2002/033177A1
A joint for connecting the preformed reinforced members of concrete pile (1) consists of a retaining hoop (2) engaged around the surface on the end of the member, a number of connecting recesses (3) uniformly formed on the retaining hoop...  
WO2001088279A9
The present invention relates generally to a collapsible anchor (10) comprising a body (12) to which four arms or blades (14A) to (14B) are pivotally mounted. The blades (14A) to (14B) can be pivoted about the body (12) between ground en...  
WO/2002/022964A1
A composite fender panel for protecting a harbor structure includes a resilient body member (20) having a front surface (42) and a rear mounting surface (40) spaced by a panel thickness (T) from a main portion of the front surface. Encap...  
WO2001063057A3
A corrosion-resistant, synthetic deformed bar (25, 26) for use in soil stabilization structures, such as soil nailed or anchored structures, and methods of using the same.  
WO/2002/016701A1
This invention is in regard to the reinforcement structure of the upper part of steel pipe used as a foundation pipe. Its former methods have problems that its execution performance becomes difficult as we are forced to pile sand or to e...  
WO/2002/012639A1
An earth anchor having a hollow body member to which is attached at one end a screw threaded anchor bar, a shaped cutting head at an opposite end of the body, and a helical flight extending around the body. The earth anchor may be instal...  
WO/2002/007499A2
The invention relates to an apparatus and structure for connecting the head of the steel pile and the concrete footing. The system comprises a cylinder type vertical part having a number of bolts holes at the top side thereof and being i...  
WO/2001/096669A1
A method and apparatus for installation of a support pier for a structure comprises positioning a hollow tube apparatus (18) in a soil matrix (14) wherein the hollow tube apparatus (18) has a hollow core (24) and is susceptible to latera...  
WO/2001/092646A1
A locking joint for joining first (10) and second sections (18) of a concrete pile comprises a metal plate on the end of each pile section and a metal skirt (130) extending from the metal plate on the first pile section around said pile ...  
WO/2001/090488A1
A monitoring device (14) for a continuous flight auger is connected between a continuous flight auger (11) and a drive mechanism (12) and rotates with the auger. A strain measurement arrangement provides strain signals for use in derivin...  
WO/2001/090489A1
The periphery of a downwardly tapering bearing foundation member (1), e.g. made of reinforced concrete, has a spirally extending ridge (7) which projects from the tapering peripheral surface (4) and which is small in radial and axial ext...  
WO/2001/088279A1
The present invention relates generally to a collapsible anchor (10) comprising a body (12) to which four arms or blades (14A) to (14B) are pivotally mounted. The blades (14A) to (14B) can be pivoted about the body (12) between ground en...  
WO/2001/077444A1
A screw form anchor device (10) intended for screwed penetration into a host material. The anchor device (10) includes a body (11) having a manipulating end (12) and a distal end (13). A screw thread (22) is formed by a plurality of tape...  
WO/2001/073209A1
A method for driving a sheet pile (10) into the ground comprises the steps of providing a sheet pile (10) comprising at least one sheet pile interlock (14) having an interlock chamber (20); inserting an obturating device (16) into said i...  
WO/2001/073211A1
A method for building sheet pile walls comprises the steps of providing a first sheet pile (10), said first sheet pile (10) having a leading sheet pile interlock (14) with an interlock chamber (20); driving said first sheet pile (10) int...  
WO/2001/073210A1
A method for securing two sheet piles (12) interlocked by means of sheet pile interlocks (14, 16) characterised by axially inserting an electrode (30) into an axial groove (22) between said sheet pile interlocks (14, 16) and welding said...  
WO/2001/071103A1
The invention concerns an anchoring system designed to be driven into a surrounding environment, to be anchored therein by means of an assembly of anchorage pins (1, 2) each passing through it obliquely relative to the ground surface, ca...  
WO/2001/066861A1
In the method according to the invention a recess (4) forming a geometrical formation (1) adapted to the foundation is formed in the rock bed, whereupon at least part (7, 11) of the foundation is lowered into and embedded in the recess (...  
WO2000047826A9
Methods for augmenting the load bearing characteristics, expanding the feasibility and augmenting the construction of short aggregate piers include, preloading (100), adding chemical additives and using mesh reinforcement (802, 805) to t...  
WO/2001/063057A2
A corrosion-resistant, synthetic deformed bar (25, 26) for use in soil stabilization structures, such as soil nailed or anchored structures, and methods of using the same.  
WO/2001/057363A1
The invention relates to a method for stabilising broken rock or subsurface material, especially for supporting roads (1) and faces in mining and for tunnel construction, for securing rock, subsurface stabilisation, avalanche protection ...  
WO/2001/051715A1
A joint structure for prefabricated reinforced concrete pillars. Collars (2, 2') are fixed on the end of the pillars (1, 1'). Inside said collars (2, 2') there are grooves (3, 3'), which are provided with slide blocks (4, 4') with sawtoo...  
WO/2001/047701A1
This invention is directed to an improved Z-shaped sheet piling (15). In the preferred embodiment, the piling has a first flange (16), a web (19), a second flange (18), a section modulus of at least about 25 in.?3¿/ft., a weight of less...  
WO/2001/046526A1
A method of stabilisation and confinement of earth structures including the steps of: (a) excavating an earth structure to a predetermined depth; (b) inserting earth anchors (76) into a wall structure formed by excavation; (c) tensioning...  
WO/2001/044587A1
A structure comprising an aerial mast (403) and a plurality of housings (401), wherein said aerial mast is supported on said plurality of housings and extends upwardly therefrom.  
WO/2001/044583A1
A piering device employs a threaded shaft (10) and a helical bearing plate (20) with a threaded passageway (22) that allows the helical plate (20) to be advanced to any desired location along the shaft (10). The helical plate (20) can al...  
WO/2001/044585A1
A foundation comprising at least one prefabricated foundation element (10).  
WO/2001/044586A1
A foundation for a structure, the foundation comprising a plurality of discrete elements (31).  
WO/2001/044584A1
Said interlock anchor rod comprises a rod (5) and a wedge (6). Said rod (5) is a metal rod, which has notches (1-8) at the end thereof. Said bit of drill comprises an anchor rod (2), head of chisel (3) and a base (4). Said head of chisel...  
WO/2001/042569A1
An earth anchoring member (30) having an upper body portion and a lower ground engaging portion having opposed side faces, a flattened insert end (31) with a leading edge, a raised portion extending from each said face, each raised porti...  
WO/2001/040582A1
In a slope stabilising means, a single borehole (4) comprises both a ground anchorage (7) and a soil nail means (18), comprising a tensile member bonded to the bore grout along substantially its whole length. The slope stabilising means ...  
WO/2001/038645A1
A metal sheet pile includes a wall section which comprises a central flange flanked by outwardly inclined side walls along the free edges of which are longitudinally extending interlocks. At least one additional longitudinal interlock (1...  
WO/2001/036753A1
A method of forming piles with a pile top level below ground level comprises the insertion of a casing into the ground so that the base of the casing is just below the desired pile top level, and the subsequent insertion of a continuous ...  
WO/2001/032993A1
A method of lining a wall face comprises assembling a wall of concrete panels (16) close to the face to be lined, attaching the panels to the face to be lined by ground anchorages (12) pretensioned to provide the required resistance to h...  
WO/2001/020083A1
A hole forming tool comprises a cylindrically shaped body (2) having a longitudinal axis and at least one aperture at the base thereof, and at least one blade (3) extending from the base of said cylindrically shaped body, this blade or b...  
WO2000028158A9
In a method of and apparatus for anchor installation, a plate anchor (42) is mounted at the bottom of a suction follower (22) comprising a hollow cylinder having an open lower insertion end (24) and a closable upper suspension end (26). ...  
WO/2001/018319A1
Disclosed herein is a method for manufacturing preflex beams. The method includes the step of connecting the upper and lower plate girders (10a and 10b) of a first set to each other. Thereafter, the upper and lower plate girders (10a' an...  
WO1999064684A8
A method for deployment of mooring systems for mobile offshore drilling units and for connecting the same to the mooring lines (76) thereof. An anchor handling vessel (10) having a stern roller (12), one or more suction anchors (70), a d...  
WO/2001/012906A1
An apparatus and method for producing cement mix columns, for example, for constructing a retaining wall, is described. The apparatus includes a manifold (10) typically having a plurality of elongate hollow tubes (12) extending parallel ...  
WO/2001/011194A1
The invention relates to a method for fixing a spreading anchor (1) in a bore hole (2). After inserting the spreading anchor (1), at least one expandable spreading element (3) which is arranged on the anchor rod (4) of the spreading anch...  
WO/2001/009525A1
The invention relates to a metal fastening element comprising an expansion bolt (2) and an expansion body (3) that can be displaced on the shaft of a threaded bolt (8) having a front end where a stop is formed as a flaring body (9). A sp...  
WO/2001/006077A1
An anchoring device provided with a rod-like body (10) whose bottom portion to be introduced into the ground comprises at least one tongue-shaped member (21) which, in relation to the rod-like body, is capable of flaring outward around i...  
WO/2001/002651A1
A method of stabilising soil is disclosed comprising a diaphragm wall whose lower end is anchored in an under-reamed cavity filled with concrete, together with an under-reaming tool for constructing the cavity. The under-reaming tool com...  
WO/2000/075436A1
Process and device for making a foundation and a pile. With a vibration block, a pipe (4) which is closed off on the bottom side is moved from the surface of the earth down to a bearing layer. In the pipe there is a conduit (5) connected...  
WO/2000/070152A1
The invention provides a method of stabilising a soil substrate comprising positioning within the soil a reservoir of anions and multivalent cations, and providing means for leaching the anions and polyvalent cations out of the reservoir...  
WO2000028156A9
A sheet-pile comprising a sheet formed or folded about a longitudinal axis so as to be of corrugated profile form having an overall width (w) exceeding 400 mm, said sheet-pile defining stiffening panel means and joint strip means, and ch...  
WO/2000/061877A1
A piling auger (1) includes a fixedly mounted element (5) which is arranged so as to extend beyond the circumference of the flight (3) of the auger (1). The element (5) is configured so that when the auger (1) is first rotated in a given...  

Matches 801 - 850 out of 30,789