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Patent Searching and Data


Matches 851 - 900 out of 31,606

Document Document Title
WO2002077395A3
The invention relates to a foundation system for greenhouses, sheds and huts, consisting of lightweight foundation piles (1) and side panels (6), manufactured of polyester resin concrete. The foundation piles (1) are provided with two ho...  
WO/2003/012212A1
A joint for connecting the members of preformed prestressed concrete pipe pile is disclosed, which comprises two retaining end plates (3, 3') each of which fixed to the end of the upper member and the lower member of the pile (1, 2), and...  
WO/2003/012211A1
The invention relates to a method for arranging a foundation pile in the ground using a ground displacement drill, wherein a hollow drill pipe with a ground displacement drill attached thereto are jointly introduced as a foundation pile,...  
WO/2003/010391A1
A ground anchor with a tension member comprising two plates (l) linked jointly by a pin (2), the plates having an assembly linking them with a tension member (3) at the end of which, on the plates (l) side, a pin (8) provided with a head...  
WO/2003/008763A1
The invention relates to an anchoring rod (6) for rock anchoring (self-drilling injection bolts), comprising an outer thread (9) for connecting the anchoring rod (6) to a drilling tool (1) via a coupling sleeve (5). The end of the anchor...  
WO/2003/006750A1
A reinforcing cage (3) is introduced into a previously dug foundation ditch and a tube (1) is fixed thereto, said tube being able to be destroyed by impact and able to constitute a sealing joint at one end of said foundation ditch. The t...  
WO/2002/099204A1
Ground anchorage apparatus for foundations of modular structures comprises an anchor head (1) for location below ground level including two or more blade (4) members. The blades (4) are movable from a folded position in which they are ge...  
WO/2002/099203A1
This invention describes a method of locating a foundation member comprising drilling a first hole (13), drilling a second hole (13) alongside the first hole (13) so that it overlaps with the first hole (13), drilling successive holes (1...  
WO/2002/099244A1
The present invention is directed to an apparatus (10) for drilling a kerf in the ground (26). The kerf is typically an endless kerf. The apparatus (10) includes a carriage member (14) mounted on the base structure (12) and a drill rig (...  
WO2002048466B1
The intention provides an apparatus for constructing a pile with an enlarged portion, which comprises a connector (3), one end of connector (3) is fixed to a crane (7) by cable, the other end is attached to the expanding unit (1) through...  
WO/2002/090685A1
A column capable of being constructed simply, providing a sufficient strength, and being resistant to change with time. First, a hole serving as an embedment (1) is excavated at a column erecting position as shown in Fig.1(A),an the aggr...  
WO/2002/088273A1
A thickener for excavating slurry having excellent anti-cement staining, hard to be rotted, and suppressing a foamability causing an operational problem, an excavating slurry using the thickener, and cast-inplace underground pile work me...  
WO/2002/085699A2
The collapsible land anchor of this invention includes an anchor body, a drive anvil coupled to the top end portion of the anchor body, and a runner member that is slidable longitudinally through the drive anvil between an operative posi...  
WO/2002/086243A1
The inventive grooved sheet pile having a though-type body is produced by cutting a cylindrical segment (1) from a round tube along the length thereof, and fixing locking elements (2 and 3) to the side edges of said segment. The segment ...  
WO/2002/084032A1
A system (100) for the determination of pile parameters includes at least one structure for measuring pile data. It includes a crane (10) on which is mounted a boom (11), which is mounted to swivel at its upper end by hammer leads 812), ...  
WO2002044100A3
A settable fluid cementitious composition which is fluid for sufficient time to be suitable for use in a flexible container to provide support in a mine said composition comprises (i) Portland cement in an amount from at least about 8 % ...  
WO/2002/081835A1
A building structure comprising one or more modular panels (5); a wall locating member (12) positioned between a base (2) and the one or more modular panels (5); a top member (19) placed on top of the modular panels (5); and a plurality ...  
WO/2002/079580A1
An element of a high pressure resisting barrier comprising a wall part, whereas the wall part (2) is in the lower part of its rear side fitted with a support section (1) and that the lower part of the element is adapted to be embedded in...  
WO/2002/077372A1
A wedge assembly for removing a tension member by the release of the wedge engagement corresponding to the external anchoring of the tension member in imposing the anchoring load on the tension member anchored to the underground anchor h...  
WO/2002/077136A2
The invention relates to a device for reinforcing a ground, comprising a series of structural inclusions disposed in the ground, the inclusions having a diameter D comprised between substantially 0.2 m and 0.6 m, two adjacent inclusions ...  
WO/2002/077371A1
The invention relates to a depth vibrator comprising a vibrator tube (8) and an eccentric plate (2) that is disposed inside the vibrator tube (8) and rotates about an eccentric shaft (4), and a motor (13) that drives the eccentric shaft ...  
WO/2002/077395A2
The invention relates to a foundation system for greenhouses, sheds and huts, consisting of lightweight foundation piles (1) and side panels (6), manufactured of polyester resin concrete. The foundation piles (1) are provided with two ho...  
WO/2002/063104A2
The present application relates to a tool having a cutting means (25, 26) for enlarging a portion of an underground pile shaft. The tool is provided with a collecting means (32) which is disposed below the cutting means in order that spo...  
WO/2002/061210A1
Ground anchor designed to be screwed into the ground, comprising a shaft (3), whose upper end (8a) is provided with a bearing part (8) that can be placed on the ground, and a manipulation device (9). Said anchor has several screw-thread ...  
WO/2002/055791A1
The invention concerns a method which consists in: driving into the ground (or into a wall) a hollow socket (4), filled (before or after the driving process) with a temporarily fluid material. The socket is perforated with a plurality of...  
WO/2002/048466A1
The intention provides an apparatus for constructing a pile with an enlarged portion, which comprises a connector (3), one end of connector (3) is fixed to a crane (7) by cable, the other end is attached to the expanding unit (1) through...  
WO2002007499A3
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/2002/044100A2
A settable fluid cementitious composition which is fluid for sufficient time to be suitable for use in a flexible container to provide support in a mine said composition comprises (i) Portland cement in an amount from at least about 8 % ...  
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/2002/035011A1
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/2002/033177A1
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/2001/073211A1
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/2001/073209A1
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/2001/073210A1
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...  

Matches 851 - 900 out of 31,606