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Patent Searching and Data


Matches 801 - 850 out of 32,031

Document Document Title
WO/2006/007562A2
A heave compensation system to enable the transfer of tubulars between a floating platform and a snubbing jack. The heave compensation system includes a first end connected to the floating platform and a second end in connection with a t...  
WO/2006/002947A1
The invention relates to a sheet pile (1) with halves (6, 7) of a Larssen lock (4, 5), which are provided on the longitudinal edges of the sheet piling. The inventive sheet pile can be positively joined to sheet piles of the same kind to...  
WO/2006/001589A1
The present invention relates to a steel-column pile recovery (SPR) method, comprising the steps of excavating the ground to form a bore; pouring cement mortar into the bore, and inserting a steel-column pile with an outer periphery encl...  
WO/2006/000810A1
A support (2) for supporting an article in the ground includes a hollow elongate receiving portion (10) arranged to receive the article. The support (2) further comprises a spiral portion (12) extending around at least part of the receiv...  
WO/2005/118963A2
A method for deploying a floating platform includes storing buoys on a hull of the platform. Tension devices are mounted to the hull, each being connected by a line to one of the buoys. The operator tows the hull to a ballast down site w...  
WO/2005/118962A2
A device and method are presented for use in measuring photon energy. The device comprises at least one pixel unit (10) including a Photocathode (12) that emits electrons in response to absorbed photons; an Anode (14); and a control unit...  
WO/2005/111315A1
The invention relates to a rod-type connecting profiled element (10) for connecting sheet piles to carrier elements. Said connecting profiled element (10) comprises a central strip (12) that separates two opposing connecting profiled ele...  
WO/2005/111320A2
A piling anti-lift system utilizes a heat trace cable secured around a piling and extending above and below the water level of the surrounding water. An annular space is formed between the piling anti-lift system. The heated piling anti-...  
WO/2005/108645A1
Forming of an anticorrosion coating at low cost within a short period of time to thereby facilitate application to general-purpose marine steel structures. There is provided a method of forming an anticorrosion coating, comprising provid...  
WO/2005/108683A1
A veneer panel system is used with a wall or a retaining wall to provide a natural stone appearance and/or to improve the appearance of an existing wall. Panels can be interlocked to form a staff e veneer structure. The structure is atta...  
WO/2005/106129A1
An underwater drilling lever device capable of easily driving a drilling lever as a mooring index into a bottom and extracting it from the bottom with small labor in a short time. The underwater drilling lever device comprises a lever bo...  
WO/2005/106131A1
A top tensioned riser extends substantially vertically from a platform hull to the seabottom. The riser includes length adjustment at its upper end and is detachably connected to an anchor pile at its lower end. Riser tension is monitore...  
WO2005042853A3
An apparatus and method for forming a support pier having a single or multiple compacted aggregate lifts in a soil matrix, wherein the apparatus includes a vertical, hollow tube with a bulbous leading end or head element that is forced i...  
WO/2005/103392A1
The invention relates to a bar-shaped connecting profile (10) for joining sheet piles to support elements. Said connecting profile (10) comprises a central web-type strip (16) which separates two opposite connecting profiles encompassing...  
WO/2005/100697A2
A tendon for an offshore floating platform has a tubular section formed of joints of steel pipe secured together. The tubular section has an interior sealed from sea water to provide buoyancy. A composite fiber section is secured to a lo...  
WO/2005/098165A1
An instrumented bar or soil nail (10) for use in reinforcing a slope comprises a first externally threaded tubular member (16), a second externally threaded tubular member (18), and an internally threaded coupler (20). One end of the cou...  
WO/2005/095718A1
A reinforced soil retaining wall system (10) in which a plurality of blocks (12) are arranged in courses (14) to form a wall (16). Soil reinforcement is provided to the wall (16) using a plurality of lengths of strip reinforcement (18) i...  
WO/2005/095733A1
A method for pre-attaching-fixing an anchor bolt, and a method and a device for excavating an anchor bolt burying hole. The method for pre-attaching-fixing the anchor bolt with sufficient strength in a construction surface without loweri...  
WO/2005/095300A1
In producing a concrete composition by adding a thickening admixture to cement, water, and an aggregate and kneading them, use is made as the thickening admixture of an additive which comprises a first water-soluble low-molecular compoun...  
WO2005023682A3
Processes and methods relating to treating contaminants and collecting desired substances from a zone of interest using subterranean collection and containment barriers. Tubular casings having interlock structures are used to create subt...  
WO/2005/090689A1
Disclosed herein are a head-extended pile for supporting load of a structure and a constructing method of the same. The head-extended pile has a reinforcement part provided at the front end of the pile. The reinforcement part has a diame...  
WO/2005/090690A1
The invention concerns a method and device for boring, particularly percussion boring or rotary percussion boring, a hole (2) in soil or rock material and for forming an anchoring. According to the invention, a borehole (2) is formed by ...  
WO/2005/090753A1
The invention concerns a method and device for boring, particularly percussion boring or rotary percussion boring, a hole (2) in soil or rock material and for forming an anchoring. According to the invention, a borehole (2) is formed by ...  
WO/2005/088020A1
Wall element for separating two areas situated on either side of a wall, wherein the wall element is made by extrusion from a composite material having a synthetic matrix and incorporated therein wood particles, such as wood fibres or ot...  
WO/2005/085579A1
A boring system and method for same, relating to the boring system and method therefor, in particular to the boring system and method therefor for forming boring holes on the ground, which includes a bit unit for boring the ground, a con...  
WO/2005/085534A1
An aqua-terra planetary transport system and development system utilizing a pneumatic and electromagnetic underwater tube link transportation system to move passengers and cargo rapidly between a network of interconnected land based terr...  
WO/2005/083224A1
There is provided according to the invention a component for use in driving pipes which comprises a pipe having walls and a covered end and containing at or near its covered end a directional driving device which contacts the pipe at thr...  
WO/2005/075748A1
The present invention relates to a PHC pile used in a permanent retaining wall structure, and a connection method thereof, and more particularly, to a method of connecting PHC piles to each other by inserting a connection bar into connec...  
WO/2005/073510A1
An expandable injection bolt (1A) comprising an expandable section (3), which has a tubular shape capable of applying an internal pressure form a rear end portion and expands in a radial direction when the internal pressure is applied, a...  
WO/2005/071213A1
The present applications relates to improvements in the joint used to couple together adjacent sections of a segmental casing (12) for supporting the wall of a bore formed in the ground. In order to reduce the required gap between compli...  
WO2005028759A8
A method of constructing a pile foundation, wherein a foundation structure (1) is built on the ground (2), and has at least one through hole (4), and a connecting member (5) fixed to the foundation structure (1), adjacent to the hole (4)...  
WO/2005/064088A1
Disclosed herein are round rod-type and bundle-type soil nails. The round rod-type and bundle-type soil nails are manufactured to have required lengths so as to be used in a soil nailing method or rock bolt method for stabilizing a wall ...  
WO/2005/061837A1
A closed end directional driving shoe comprising a tubular body (1) and a nose (2) that closes the tubular body (1) wherein the nose (2) comprises one or more planar or curved surfaces (3, 4) arranged to provide a net lateral force at th...  
WO/2005/059256A2
An elongated sheet piling panel has a length and width, and opposed side edges, and has elongated voids positioned within the interior of the panel. The voids are oriented in the direction of the length of the panel, and the edges of the...  
WO/2005/042853A2
An apparatus and method for forming a support pier having a single or multiple compacted aggregate lifts in a soil matrix, wherein the apparatus includes a vertical, hollow tube with a bulbous leading end or head element that is forced i...  
WO/2005/040505A2
An in-situ pile apparatus (10) includes a helical anchor to which a plurality of elongated generally cylindrically shaped sections can be added. Each of the sections has a specially shaped end portion for connecting to another section. A...  
WO/2005/038148A1
The inventive girder (10) for a support wall curtain comprises a core (12) and two parallel wings (14, 16) which are supported by said core and provided with connection means (20). Said wings (14, 16) are reinforced on the largest part o...  
WO/2005/038149A1
A fixing agent for a ground anchor is disclosed. Since one side of three sides of a divisional wedge coupled to a body is not formed with a screw thread, and since the converging phenomenon of the divisional wedge is different from each ...  
WO2004053237A3
Apparatus and an associated method for forming a pier in a soil matrix (28) includes a hollow tube (38) with a restricted expansion section (20) connected to and adjacent a soil penetrating bottom head element (22) which is configured to...  
WO/2005/028765A2
Method and apparatus to produce in-situ pilings, controllably injecting binder and water into soil formation in which the piling is to be formed, the quantities of water and binder being respective to strength demands for the piling, and...  
WO/2005/028759A1
A method of constructing a pile foundation, wherein a foundation structure (1) is built on the ground (2), and has at least one through hole (4), and a connecting member (5) fixed to the foundation structure (1), adjacent to the hole (4)...  
WO/2005/026449A1
A steel plate impervious wall with excellent imperviousness and workability, a joint part protective body, and a method of constructing the steel plate impervious wall, the steel plate impervious wall (1) formed by inserting sheet piles ...  
WO/2005/026448A1
A steel plate impervious wall with excellent imperviousness and workability, a joint part protective body, and a method of constructing the steel plate impervious wall, the steel plate impervious wall (1) comprising a steel plate (2) hav...  
WO/2005/026450A1
A piling wrap (10) having a shell (20) that extends around a support member (5), the shell (20) having two ends, and a plurality of inter-engaging fingers (30) located on each end of said shell (20); wherein the shell (20) is movable bet...  
WO/2005/025770A1
The invention relates to a double T-shaped steel bulkhead profile (1), which is produced by hot rolling and which has two flange sections (3) that are centrally joined via a connecting member (8). Said flange sections have connecting end...  
WO/2005/023682A2
Processes and methods relating to treating contaminants and collecting desired substances from a zone of interest using subterranean collection and containment barriers. Tubular casings having interlock structures are used to create subt...  
WO2004035938B1
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/2005/014939A1
A conventionally available pile for civil engineering work is constructed such that the pile has in its inside a core body with wedges that stick into soil deep in the ground and function to prevent the pile from coming out of place. A p...  
WO/2005/007993A2
An adapter attachment for an auger which includes an connecting shaft sized and shaped to be attached to the pilot bit hole present in the end of an auger, after the removal of pilot bit. The adapter also includes a bolt flange for conne...  
WO/2005/007993A3
An adapter attachment for an auger which includes an connecting shaft sized and shaped to be attached to the pilot bit hole present in the end of an auger, after the removal of pilot bit. The adapter also includes a bolt flange for conne...  

Matches 801 - 850 out of 32,031