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Patent Searching and Data


Matches 551 - 600 out of 14,781

Document Document Title
WO/2005/085534
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/2005/083224
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/2005/075748
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/2005/073510
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/2005/071213
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...  
WO/2005/064088
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/2005/061837
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/2005/059256
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/2005/042853
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/2005/040505
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/2005/038148
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/2005/038149
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 ...  
WO/2005/028765
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/2005/028759
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/2005/026450
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/2005/026449
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/2005/026448
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/2005/025770
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/2005/023682
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/2005/014939
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/2005/007993
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/2005/007993
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/2005/001210
In a construction method of underground diaphragm wall, which a core beam (4) winded an endless chain (17) with a cutter bits is installed to a movable main body on the ground and the core beam is moved while excavating ground and discha...  
WO/2004/106640
The invention relates to building bearing reinforced concrete elements. The novelty of the method for mounting reinforced concrete column and of the design structure of the column mounted in a ground excavation lies in that said column i...  
WO/2004/101897
This invention relates to a method of constructing a pile. The method includes forming a shaft in the ground and then forming a helical thread in the ground around the shaft by means of a ground tapping tool. Reinforcement is suitably pl...  
WO/2004/094751
A shelter production facility comprises one rollforming machine with two possible configurations or two rollforming machines each with one configuration. One configuration produces a frame section and the other configuration produces a c...  
WO/2004/092486
A pile (K1) allowing the extension of an extension means into the ground with a force smaller than that in a conventional one and having a sufficient proof stress in both drawing and settlement directions, comprising a pile body (1) havi...  
WO/2004/085748
A method of building a pillar-like ground improving body using a steel pipe, which method is capable of increasing both support force and yield strength and yet capable of efficient building. It comprises the steps of using a steel pipe ...  
WO/2004/083533
A section steel having excellent adhesion to concrete and a wall body allowed to reduce the wall thickness thereof, the section steel in H-shape comprising a plurality of projections on the inner surfaces thereof, wherein where the upper...  
WO/2004/081293
A telescoping pier foundation system (100, 100a, 100b) comprises generally an outer shell preferably made of a tough material, such as, a suitable polymer or a metal alloy, having an internal cavity (12) for receiving cementitious mixtur...  
WO/2004/081293
A telescoping pier foundation system (100, 100a, 100b) comprises generally an outer shell preferably made of a tough material, such as, a suitable polymer or a metal alloy, having an internal cavity (12) for receiving cementitious mixtur...  
WO/2004/072385
A post and post mount assembly in a hole in the ground has a socket in the hole, concrete in the annular space between the interior walls of the hole and the exterior of the socket, a post in the socket, a wedge member having a tapered p...  
WO/2004/059091
This invention relates to a kind of pile-sheet anchor cable and its application. The pile-sheet anchor cable consists of an external anchor head, a free segment and an anchoring segment. The said external anchor head consists of a slope ...  
WO/2004/053238
A prefabricated concrete form (10) for the pouring of a footing for a structural pillar is disclosed. The form is preferably constructed from a thermoplastic such as a high density polyethylene or ABS and is molded as a single disposable...  
WO/2004/053237
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/2004/051006
An anchor device having a primary central element (10) made from a tube or rod and a holding element (50), pointing in the direction of intrusion, which is fixed to the primary element through a transversal revolving connection (51) and ...  
WO/2004/048056
A method and apparatus for manufacturing an elongated product from a viscous, hardening material such as for instance concrete and provided with a longitudinal reinforcement (14) and, at least locally, a strenghtening reinforcement (8), ...  
WO/2004/048703
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...  
WO/2004/040069
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...  
WO/2004/038118
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/2004/038117
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/2004/035942
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 ...  
WO/2004/035938
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/2004/020743
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/2004/020744
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/2004/018781
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/2004/015203
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/2004/011327
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/2004/009912
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/2004/009913
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...  

Matches 551 - 600 out of 14,781