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Patent Searching and Data


Matches 801 - 850 out of 32,354

Document Document Title
WO/2006/090048A1
The invention concerns a method for reinforcing a metal tubular structure (1) including the following steps: introducing inside the metal tubular structure (1), a plurality of substantially linear elements (4) having a tensile strength h...  
WO/2006/085349A2
The presented method aims to improve the capability to sustain loads in structural elements in the soil. The method proposes to insert into the ground specifically made metallic rostrums that are positioned inside a hole and subsequently...  
WO/2006/082041A1
The invention relates to a connection profile (10) with a constant cross-sectional shape for joining bulkheads to beam elements. The connection profile (10) comprises a center strip (12), on which a receiving profile (16) for connecting ...  
WO/2006/082040A1
The invention relates to a combined bulkhead at least formed of beam elements (12), particularly of T-beams and double T-beams, and of connecting profiles (16) that directly or indirectly connect the beam elements (12) to one another. Ea...  
WO/2006/083976A3
A structural member and method of constructing a wall structure in the ground using the structural member is provided. The structural member includes a shield removably coupled to a structural beam so that a chamber is defined between th...  
WO/2006/080617A1
A primary object of the present invention is to modify passiveness of a conventional soiling nailing method by using activeness of an earth anchor method. Another object of the present invention is to combine advantages of the convention...  
WO/2006/078485A2
A system and method for reinforcing aggregate particles, and structures resulting therefrom is provided. In accordance with a particular embodiment, a method for forming a structure includes arranging a plurality of cylindrical segment e...  
WO/2006/078485A3
A system and method for reinforcing aggregate particles, and structures resulting therefrom is provided. In accordance with a particular embodiment, a method for forming a structure includes arranging a plurality of cylindrical segment e...  
WO/2006/075688A1
Provided are an anchor fixing agent which can fill up fine concave and convex portions present on the inner surface of a hole formed in a base material and can maintain great strength, in particular, even after the lapse of a long period...  
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/2006/073931A2
Dynamic motion decoupling is effected with the use of mass, added mass, buoyancy, submerged weight and drag in areas of relatively low tension. High curvatures of lines on some configurations, together with their low slope may be utilize...  
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...  
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...  

Matches 801 - 850 out of 32,354