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Patent Searching and Data


Matches 801 - 850 out of 30,447

Document Document Title
WO/2000/017454A1
The invention relates to a device and method for soil reinforcement, foundation and/or soil anchorage of structuring in unconsolidated soil. A load bearing medium is under high pressure feeded to a predetermined depth into the soil, assi...  
WO1999064684A3
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/2000/008263A1
A metal sheet pile comprises a cold formed wall section to the longitudinally extending side edges of which are secured hot formed clutch sections (12). The clutch sections (12) may be produced by hot rolling, extrusion or other hot form...  
WO/2000/008264A1
The present invention provides a single bore multiple anchorage in which a plurality of unit anchorages (2, 4) are contained in a single bore, the unit anchorages (2, 4) each comprising a tendon (12, 14) having a bond length bonded to th...  
WO/2000/003113A1
The invention relates to a hydraulic pushing-expanding device used for anchoring poles or forming cavity before making poured-concrete piles. This device, which is connected with the hoist by wires, is composed of a hydraulic pushing-exp...  
WO/2000/001893A1
A constructional support including a central support member (4) having a central longitudinal axis, three guide means (1, 2, 3) secured to the central support member (4) in an equilateral triangular configuration, the guide means (1, 2, ...  
WO/1999/064684A2
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/1999/060219A1
A removable ground anchorage and a method for disassembling tensile wires (W) are disclosed. The anchorage includes a cylinder (10) in which a separation engaging wall is formed at its inner upper portion, a center through hole (11) is f...  
WO/1999/054571A1
The invention relates to a support and/or drainage plate made of a foil-like plastic material, for use with a plate-lined floor structure or a wall so as to create a space between the ground and the surface lining to be applied onto the ...  
WO/1999/054586A1
The present invention is directed to a rotary mining apparatus (10). The apparatus (10) includes an elongated housing (12) with a leading end and an opposite trailing end. The apparatus also includes a compression device (20) coupled to ...  
WO1999042666A3
A mudmat (24) in which the bearing plates (28) of the mudmat are fabricated of a non-corrosive, man-made structural material such as plastic. The plates, formed of such a material, are lightweight, easily fabricated and generally less ex...  
WO/1999/053147A1
Concrete pile (1) for supporting structures a certain distance above ground level (M), such as viaducts and the like. The pile is characterized in that it is entirely prefabricated and comprises a hollow cylindrical shaft (2), which cont...  
WO/1999/050506A1
Device for inserting foreign matters into the soil and/or for compacting the soil, comprising a countersinking unit (22) with a depth vibrator, that is coupled to an articulated arm, in addition to a control device through which the arti...  
WO/1999/046449A1
A rotation buried end-opened pile capable of being easily penetration-driven due to a reduced apparent tip end resistance when a ground strength increases rapidly and providing a large final bearing capacity, comprising a pile body havin...  
WO/1999/042666A2
A mudmat (24) in which the bearing plates (28) of the mudmat are fabricated of a non-corrosive, man-made structural material such as plastic. The plates, formed of such a material, are lightweight, easily fabricated and generally less ex...  
WO/1999/042669A1
The application describes a method of forming piles comprising the steps of: i) hot rolling a steel section to form an open Z-shape with two flanges and a web, the angle between the web and the flanges being substantially less than 90°;...  
WO/1999/036703A1
The multipart dowel is inserted into a hole. In one embodiment, the multipart dowel for a removable anchor which is provided with an anchor pin and devoid of any threading is designed as a heavy load anchor consisting of a dowel sleeve (...  
WO1999027191A3
A retaining panel (10) of one-piece construction for us in a body of water. The retaining panel comprises a central portion (20), two side portions (30, 40), and two flanges (50, 60). The central portion has a first end (22) and a second...  
WO/1999/034063A1
The invention relates to a meltable sealing strip (3) for closing sheet piles in deep foundation work, civil engineering and canal building. The invention also relates to a method for the production thereof, in addition to a method for a...  
WO/1999/030964A1
A concrete barge (30) having concrete-coated oil storage tanks (33) secured to its deck is sunk to the sea bottom (B) at an oil production site. Oil from an adjacent caisson-supported facility (12, 13) is temporarily stored in the tanks....  
WO/1999/027191A2
A retaining panel (10) of one-piece construction for us in a body of water. The retaining panel comprises a central portion (20), two side portions (30, 40), and two flanges (50, 60). The central portion has a first end (22) and a second...  
WO/1999/027193A1
A foundation support system (10) for manufactured building structures comprising footings (24), vertically adjustable vertical support members (16), beam holders (22) and intermediate beams (12). The intermediate beams (12) being dispose...  
WO/1999/025930A1
A method and apparatus for installing a pile or load-bearing element into soft ground, wherein a non-percussive force, rather than a percussive force such as that applied by a hammer or a jack, is applied to the top of a hole-forming too...  
WO/1999/024676A1
The invention relates to a method of manufacturing a reinforced oblong concrete product for longitudinal load-bearing purposes, in particular a driving pile. According to the present invention reinforcing fibres are used to prevent break...  
WO/1999/020856A1
A metal construction fitting, for use when secured in solid material, comprising an extended core (11) bearing a raised formation (12) entirely deposited on the core (11), or bonded to the core (11), by welding. The deposited or bonded m...  
WO/1999/014441A1
A screw pile anchor (10) has a tubular shaft (11) with a helical screw flyte (20) and a ground engaging bit (12) at its ground engaging end. The stabilizing assembly (30) has a plurality of fins (34 to 37) radiating from collars (31 to 3...  
WO/1999/013167A1
The invention concerns a foundation structure method using piles comprising the following steps: a) producing first a hollow space (2) in the foundation soil using a penetrating apparatus (1); b) the hollow space edge can be maintained b...  
WO/1999/011870A1
The invention relates to a method for producing ground columns (28, 86, 88) to support building or travelling loads, wherein a tubular encasing (10) is driven into the ground in a stationary zone, the ground material is removed from the ...  
WO/1999/011869A1
A sheet pile wall structure has a generally corrugated profile and comprises first and second spaced rows of U-shaped interlocking steel sheet piles (1, 2) with a plurality of elongate connectors (12) linking interlocks of the piles of o...  
WO/1999/010232A1
A pylon servicing means comprising a carriage (11) having a first drive means (17) provided on the carriage (11), said first drive means (17) being adapted to engage the pylon (10) to enable the carriage (11) to be moved longitudinally a...  
WO/1999/006639A1
A method of ground reinforcement uses a screw-in anchor element (16) which has a shaft (17), helical flight (18) adjacent a leading end, a helical flight (19) adjacent a trailing end, and a drive coupling (20). The anchor element is scre...  
WO/1998/058132A1
A process and device are disclosed for boring holes in soil or rocks, in particular for percussion or rotary percussion boring. A bore hole is formed by an annular drill bit (1) mounted on boring rods (2) and at the same time a jacket tu...  
WO/1998/058131A1
The invention relates to a connecting element which has a cross-section the shape of which is reminiscent of a sea horse, insofar as it forms two hook bars (3, 4) having relatively large inner spaces (8, 14). Said hook bars (3, 4) secure...  
WO/1998/051885A1
The invention relates to a method for reinforcing rectangular or circular beam and pillar structures (1) made of a material such as concrete, iron or wood, etc., by applying a superjacent reinforcing layer (3). The reinforcement (3) cons...  
WO/1998/051868A1
A method of arranging reinforcements in forming a foundation of ground reinforcing type, by which great bearing forces can be provided to particularly a lifting load, and a foundation body. A multiplicity of rod-shaped reinforcements (3)...  
WO/1998/051867A1
A waterbar for use between adjacent panels (22, 24) in a diaphragm wall, the waterbar comprising a first member (5) in the form of an elongate strip (6) provided along a first longitudinal edge (8) with a hydrophilic material (7) and alo...  
WO/1998/050640A1
A method of increasing the structural strength of a load bearing member such as a pile (12), particularly for the purpose of reparing a damaged pile, includes the steps of securing a rigid, structural sleeve (17) around the pile (12) and...  
WO/1998/049553A1
A ground anchorage testing arrangement having an impulse imparting apparatus connectable to a ground anchorage tendon (20) or element thereof to be tested, the impulse imparting apparatus comprising an attachment means (22) for attachmen...  
WO/1998/036963A1
Anchor (1) with a fluke (8) with a longitudinal axis which extends from the rear end of the fluke (8) to its from end and with connection means for connecting the fluke with the lower end of an anchor line (2), which connecting means com...  
WO/1998/030757A1
A pile (1) has a plurality of external parallel helical fins (30, 31, 32) along substantially the whole length of the pile (1). At least one of the fins (30, 31, 32) has a wedge-shape cross section. The pile (1) can be driven into a subs...  
WO/1998/024566A1
A method is disclosed for constructing, verifying and maintaining underground vaults that isolate and contain radioactive burial sites. The method employs a buoyant lift technique to isolate a block of soil (78) containing the contaminan...  
WO/1998/022663A1
A flotation system for a building (300) is disclosed including a watertight basement (540) having a unitary piece of concrete forming the floor and walls (615) of the watertight basement (540). Rollers (610) are attached to the watertigh...  
WO/1998/021414A1
Cladding for the junction of a pile (5) with the underside of a structure (2) supported by that pile (a soffit (3)) comprises an encapsulation with an outer waterproof skin or shell and a gel-impregnated inner felt layer. This is shaped ...  
WO/1998/021439A1
In a process for drilling, in particular rotary percussion or percussion drilling, and lining holes in the ground or rocks, a hole (13) is percussion and/or rotation drilled by a cutter (1, 2, 3) mounted on boring rods (9) and a lining i...  
WO/1998/019018A1
A pile wrapper comprises a flexible sheet (2) of parallelogram form with stiff but not completely rigid members (3) along a pair of opposite edges proud of the side of the sheet to be exposed. This side also has flexible ribs or vanes (4...  
WO/1998/016691A1
The invention concerns the use of a paraffinic product for sealing the joints of sheet piles. The paraffinic product is melted and cast in the locks of the sheet piles laid flat before assembly.  
WO/1998/013554A1
A continuous flight piling auger (2) including a retractable element (6) which may be extended beyond the circumference of the flight (5) of the auger (2). In use, the auger (2) is rotated and allowed to penetrate the ground so as to def...  
WO/1998/008734A1
The present invention relates to a plate-type anchor (1) comprising a flat sheet forming a central portion (2) of substantially rectangular shape, provided with lateral flanges (3a, 3b) with a certain inclination with respect to the plan...  
WO/1998/006906A1
Cementitious piles may be formed in an earth formation (60) by drilling boreholes (50) and filling the borehole with flowable cementitious grout (70). A hollow pile core (10) of triangular cross section is inserted centrally of the boreh...  
WO/1998/006905A1
The invention discloses a U-shaped sheet pile comprising a plane wing (10) substantially along its whole length, two plane web plates (12) connected to the wings (10) so as to be symmetrical relative to a plane (8) perpendicular to the w...  

Matches 801 - 850 out of 30,447