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Patent Searching and Data


Matches 801 - 850 out of 32,121

Document Document Title
WO2006055270A3
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/2006/064174A1
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...  
WO2005111320A3
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/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/2006/053285A3
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/2006/050552A1
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/2006/053285A2
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/2006/042530A1
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/2006/024294A1
The present invention relates to methods for providing piled foundations for constructions, piled foundations, and a balloon for providing an enlarged footing.  
WO/2006/026441A2
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...  
WO2006007562A9
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/2006/018656A1
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...  
WO2005118962A3
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...  
WO2005059256A3
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...  
WO2005028765A3
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...  
WO2005075748A8
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/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...  

Matches 801 - 850 out of 32,121