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Patent Searching and Data


Matches 851 - 900 out of 32,335

Document Document Title
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...  
WO/2005/001210A1
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...  
WO2004094751A3  
WO/2004/106640A1
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/2004/101897A1
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...  
WO2000036226A3
The invention relates to tubular piles encased in concrete, which comprise a metal pile tube (2) to be driven into soil, and in the upper end of the said tube an aperture for feeding liquid concrete mass into the pile tube interior (12)....  
WO2004035938A3  
WO/2004/094751A2
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/2004/092486A1
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/2004/085748A1
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/2004/083533A1
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...  
WO2003058003A3
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/2004/081293A3
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/2004/081293A2
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/2004/072385A3
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/2004/059091A1
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/2004/053237A2
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/2004/053238A1
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...  

Matches 851 - 900 out of 32,335