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Patent Searching and Data


Matches 551 - 600 out of 14,921

Document Document Title
WO/2006/074145A1
A grout injecting/structure anchoring apparatus comprising an auger having a hollow interior, wherein the auger comprises a plurality of apertures, and the apparatus is adapted for dispensing grout through the apertures of said auger.  
WO/2006/066288A1
The invention relates to an anchor comprising a pipe (1) which is folded in the longitudinal direction and an end piece (13) which can be opened under pressure and which is provided on the end of the anchor which is arranged inside the b...  
WO/2006/064174A1
A ground anchor is adapted for anchoring in the ground. The anchor includes a ground engaging portion which comprises an elongate member and a spiral extending around at least part of the elongate member. The spiral has gaps therein spac...  
WO/2006/058761A1
The invention relates to a connecting element for sheet piles, comprising a central strip (14) and two hook-type strips (16, 18) which extend therefrom and jointly form a claw-type strip (12) that has a C-shaped cross-section. The ends o...  
WO/2006/060290A2
A locking pin mechanism for a locking dog which provides for a support sleeve including steps with indentations for supporting a grasping member, and pins whose slanted face intersects the plan of the drive wrench bore in the locking dog...  
WO/2006/056058A1
An anchor is fastened into a drilled hole in substrate layer such as concrete by providing on an end portion of the anchor a surrounding layer of an adhesive of a character that it softens when heated and sets when it cools with a portio...  
WO/2006/055270A2
A steel H pile has a relief design embossed on one or more major surfaces of either or both of its steel flanges and its web to provide surface irregularities thereon which increase the pile's surface friction and its friction pile load ...  
WO/2006/053285A2
The present invention discloses a vortex induced vibration inhibitor ("VIVI") comprising a hollow cylindrical housing having an elongated opening defined by locking edges. The housing is operable between an open and a closed position. Co...  
WO/2006/050552A1
Ground anchors, in particular tent stakes (100), comprise one or more inherently flexible tines (110), a ground compression plate (160), and various tie points (420,etc.) for attaching a guy rope or the like or the top of anchor. The com...  
WO/2006/053285A3
The present invention discloses a vortex induced vibration inhibitor ("VIVI") comprising a hollow cylindrical housing having an elongated opening defined by locking edges. The housing is operable between an open and a closed position. Co...  
WO/2006/051167A1
The invention relates to a method and an attenuation barrier for attenuating the amplitude of vibration propagating in the ground as surface waves. The invention is especially suited for use in soft soil layers, such as clay, silt and pe...  
WO/2006/042530A1
According to the invention, a drill rod comprising an inner channel is drilled into the rock. A free-flowing, self-hardening mass is pressed through the inner channel of the drill rod, filling the drilled hole, so that it hardens with th...  
WO/2006/041051A1
A micro pile increased in supporting force and horizontal resistance force and a method of constructing the micro pile. The micro pile (10) for connecting a structure (16) to a support layer (14) in the ground comprises a pile body (18) ...  
WO/2006/041236A1
Disclosed herein is a head reinforced apparatus for concrete compound type steel pipe pile, in which loads of an upper construction can be safely transferred to the ground at the time of providing steel reinforcing for the construction c...  
WO/2006/037191A1
Sheet pile wall element, characterised in that it is built in a modular manner of at least one plate-shaped body (2) which is extended at its lower end by a detachable wedge-shaped metal point (3) and which is extended at its top end by ...  
WO/2006/030893A1
[PROBLEMS] To provide a foundation structure of a tower capable of reducing construction time, excavated amount, and placed amount of concrete by reducing the scale of a foundation in such a type of foundation structure that a plurality ...  
WO/2006/027000A1
A new full displacement technique capable of improving the soil properties to resist different loads, cutoff seepage, and construct piles and flexible walls. The constructed works integrate with the improved surrounding soil in resisting...  
WO/2006/026441A2
Precision-adjustable, plinth structure for anchoring the base of a building-frame column to a poured concrete slab including (a) a first load-reaction structure embeddable in a pre-cured (i.e., wet, and not yet: fully cured) pour of conc...  
WO/2006/024294A1
The present invention relates to methods for providing piled foundations for constructions, piled foundations, and a balloon for providing an enlarged footing.  
WO/2006/018656A1
The present invention relates to a ground anchorage head assembly (10) for an anchorage tendon (15), the head assembly comprising a bearing plate (11); and a resilient coupling (11, 12), for coupling the bearing plate to said tendon, sai...  
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/2005/111320A2
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/2005/111315A1
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/2005/108683A1
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/2005/108645A1
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/2005/106129A1
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...  
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...  
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/2005/090689A1
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/2005/090753A1
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...  
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...  

Matches 551 - 600 out of 14,921