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Patent Searching and Data


Matches 801 - 850 out of 31,495

Document Document Title
WO/2004/048703A1
The present invention relates to a method for supporting an object, in particular an existing object, in which a pile is sunk into the ground and is used to support the object. The method is characterized by the steps of providing displa...  
WO2002063104A3
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/2004/040069A1
A modular construction, in particular a pond construction or other garden construction, wherein the construction is supported in the subsoil, comprising at least two tubes (2), of which first, substantially hollow ends project into the s...  
WO2004009921A3
A modular wall shielding system having a first shield component (202), a second shield component (204) and a receiving end (206).  
WO/2004/038118A1
A formwork assembly is adapted to receive concrete to produce structures such as wall structures. The formwork includes PVC tubular form elements having recessed female engagement portions. The female engagement portions are adapted to r...  
WO/2004/038117A1
A formwork assembly is adapted to receive concrete to produce structures such as wall structures. The formwork includes PVC tubular form elements having recessed female engagement portions. The female engagement portions are adapted to r...  
WO/2004/035938A2
A process to make in-situ pilings (19) comprised of soil, cement, lime and water, the pilings being bodies of revolution formed by rotating mixer-cutter blade (15,16) whose cutting diameter is selectably adjustable, preferably on a runni...  
WO/2004/035942A1
An internal excavation method through a pile, comprising the steps of (a) fitting a tip metal device (13) to an existing concrete pile (1), inserting an excavating rod (15) without a soil discharging mechanism into the existing concrete ...  
WO2002077136A3
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/2004/020744A1
A pier (10) to be driven into a ground surface includes an auger member (11) having a shaft (12) that is rotated in a first direction to drive the auger member into the ground surface, and a compaction member (16) having a sleeve (17) su...  
WO/2004/020743A1
A pile anchor device (10) which is insertable into ground for supporting the load of an article or articles to be mounted to the device has a mounting assembly (12) formed of a main body having a mounting section (14) and a stabilising s...  
WO/2004/018781A1
A pile and/or an earth anchor is produced by making a hole (30, 35) in the ground, flushing a cavity (32) at the bottom of the hole using high pressure water jetting and flushing up the loosened soil material, inserting a body (10) of fo...  
WO/2004/015203A1
The product in question is an adjustable earth-anchor that can be driven down into the ground without the process of digging. Integrated arms can be forced out of the mechanism deep into the ground and afterwards the head and adaptor uni...  
WO/2004/011327A1
Method and device for introducing an anchor (1) in the soil (2), i.e. the seabed, the anchor having a sheet-like resistance element (4), wherein the method comprises the steps of: - providing the anchor (1) with an anchor line, such as a...  
WO/2004/009912A1
The present invention relates generally to a wale for use in bracing a retaining wall. The wale (10) is comprise of a back wall (12), a front wall (14) having a channel (18) formed therein, and a plurality of connecting walls (22,24,26,2...  
WO/2004/009921A2
A modular wall shielding system having a first shield component (202), a second shield component (204) and a receiving end (206).  
WO/2004/009913A1
A bank sheet-piling profiled section (1) has a wall part (11, 12, 13) and a profiled-section part (15). The profiled-section part (15) is composed of a channel-like recess (15.1, 15.2) and a shell part (15.3). The shell part (15.3) at le...  
WO/2004/005627A1
Disclosed are an apparatus and method for releasing tension members for use in an anchor method, in which in state that both ends of the tension member are firmly and stably held by anchors, all or some of the wires consisting of several...  
WO/2004/005626A1
The invention relates to a method for increasing value of physical parameters and load-bearing capacity of soil as well as decreasing consolidation time and expectable settlement, during which a hollow is created by ramming or vibropress...  
WO/2004/001140A1
The invention concerns a device designed to be anchored in the ground of granular composition, comprising a rod with hollow tubular section, the latter having an open upper end wherein can be fixed an object and an intermediate orifice o...  
WO/2004/001139A1
A foundation pile has an innermost element (2), a structural tubular element (4) surrounding the innermost element (2) and composed of a non-metallic material. There is a tubular layer (6) of composite material surrounding the structural...  
WO/2003/100177A1
The anchor system controlling elongation starts. According to this invention, the anchor system controlling elongation forms a internal space in anchor system composed of a fixing part, a anchorbody, tense wires and, characteristically i...  
WO/2003/091503A1
The invention relates to a method and device for the production of subterranean material columns, said method comprising the following features: provision of a device with a subterranean vibrator (5) having a vibrating tip (4) and a mate...  
WO/2003/080941A1
A foundation element (20), symmetrical about a longitudinal axis thereof, and formed with a crust made of at least normal-strength concrete. The crust envelops a core made of aggregate material dispersed such that the size of the aggrega...  
WO/2003/074797A1
A gasket to be used between opposing cylindrical surfaces of rotation on an inner pile unit (6) and a connecting member (7) mounted thereon, respectively, includes a sleeve-shaped, resilient, rotationally cylindrical sealing member (1) w...  
WO/2003/074794A1
A tubular pipe helix system (10) includes a coupler (16) which has a sleeve (60 or 70) which is affixed internally or externally of, and in overlapping relationship with, an end (36) of one shaft (12) to create an enhanced wall thickness...  
WO2003044283A9
Novel anchors and foundations in customized lengths and installation method are less expensive, easier to hand and assemble in the field to match any required length. Vertical segmented support and media consolidation plates swingably mo...  
WO/2003/069216A1
A connector (9, 11) having an inner end (8, 10) and an outer end (14, 16), the inner end adapted to be located at an edge (6, 8) of a panel (2) to enable the connector to extend outwardly from the edge, said connector having a curved pro...  
WO/2003/064773A1
An elongated element (1) having a cross−sectional shape permitting the element to be interlocked with adjacent elements, the element having a basic square shape with interlocking members (4,6,8) on at least three sides of the element, ...  
WO/2003/062539A1
The invention concerns a reinforcement unit for reinforcing a footing element by laying pile foundation with a foundation pile with at least one through-going longitudinal cavity, where the reinforcement unit includes a number of shaped ...  
WO/2003/058025A1
An apparatus (10) for installing a workpiece such as an anchor (45) at a location underneath a surface such as the surface of the earth comprising an elongate track member (12) having a first end (34) positionable proximate as on the sur...  
WO/2003/058003A2
Connection devices (15) to improve utilization of synthetic deformed bars (30) to transfer tensile loads. Attachment devices for connection of thin wall face panels (90) to mechanically stabilized earth walls (98) with minimal tensile lo...  
WO/2003/054308A1
A sheet pile (28, 30) is disclosed for supporting sub-surface material when the sheet pile has been driven in use into the ground. The sheet pile (28, 30) includes a plurality of substantially flat sheet pile portions (14, 16, 18, 20) an...  
WO/2003/044283A1
Novel anchors and foundations in customized lengths and installation method are less expensive, easier to hand and assemble in the field to match any required length. Vertical segmented support and media consolidation plates swingably mo...  
WO/2003/035988A1
A soil reinforcing device comprises an elongate, substantially rigid, soil reinforcing element (23), and a drive tube (27) surrounding the reinforcing element (23) and adapted to move into soil with the reinforcing element. Subsequently ...  
WO/2003/023150A1
The invention relates to a concrete pile for pile-driving in soil that is suitable for pile-driving and that is intended for forming a thermal soil storage. The arrangement of heat exchange pipes in soil, that has been provided with or a...  
WO/2003/018916A1
The present invention relates to a disjointable fixing apparatus of tension member and removal method of tension member through separating tension member from anchor by utilizing the repulsion occurred at the time of removing tensility i...  
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...  

Matches 801 - 850 out of 31,495