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Patent Searching and Data


Matches 551 - 600 out of 30,444

Document Document Title
WO/2006/126915A3
The invention relates to civil engineering, in particular to a method for inserting a screw pile and to a method for building a cut-and-cover tunnel using said screw pile. The inventive screw pile comprises a metal tube (1) provided with...  
WO/2006/127571A3
A slotted mandrel is used in displacement pier construction. Longitudinal slots are formed in the sides of the hollow mandrel which allow for the introduction of aggregate efficiently into the mandrel from a hopper through which the mand...  
WO/2006/123009A1
The invention relates to a method for forming a sealed piling in soil of at least two tongue-and-groove elements (1, 6, 18), at least one of which comprises a broaching tool (2). In the method the broaching tool is fastened to the tongue...  
WO/2006/119607A1
A ground anchor retaining means assembly for providing a ground-retained anchor retaining means to restrain an object thereto, the assembly adapted to be received within a borehole within the ground, the assembly comprising an elongate a...  
WO/2006/120677A2
A device, system and method for displaying caller identification information and/or a message such as SMS messages transmitted through the PSTN on a television or other composite video display device.  
WO2006053235A3
A retaining wall block having a front surface, a rear surface, side surfaces, a top surface, and a bottom surface. Each side surface comprises a first section, a second section, a third section, and a fourth section, with the sections co...  
WO/2006/111786A1
Method for construction of piles or caissons, which consists of drilling i.e. augering a borehole, deformating are carried by means of a neoprene or rubber hose or by means of a head unit for expansion. When connected with the pressure g...  
WO2005118963A3
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/2006/108687A1
Element (1) for producing a permanent formwork, characterized in that it is a substantially flat or folded panel-shaped element (2) which is provided with coupling means (5) in the form of a projection (6) or groove (11) with which the e...  
WO2006085349A3
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/2006/105557A1
A rock anchor which is made under factory conditions and which has an elongate body of circular cross section formed from a yieldable material in which is embedded a part of an elongate shank which has a conical formation at one end and ...  
WO/2006/104501A2
A method for deploying a floating platform at an offshore wellsite uses pull-down lines to provide stability to the platform while ballasting. The platform is equipped with a number of tension devices and towed to a staging site while at...  
WO/2006/104501A3
A method for deploying a floating platform at an offshore wellsite uses pull-down lines to provide stability to the platform while ballasting. The platform is equipped with a number of tension devices and towed to a staging site while at...  
WO/2006/099742A1
The present invention relates to a dry grout composition comprising a calcium aluminosulfate based hydraulic cement, a mineral filler, a thixotropic agent, and a superplasticizer agent. An anchoring capsule, containing the dry grout comp...  
WO/2006/094277A2
A torque down pile substructure support system comprises a tubular pile with a fixed conical tip having a helical flight thereon which draws the pile into a soil bed when a torque is applied to the pile. The tip has a substantially conic...  
WO/2006/094277A3
A torque down pile substructure support system comprises a tubular pile with a fixed conical tip having a helical flight thereon which draws the pile into a soil bed when a torque is applied to the pile. The tip has a substantially conic...  
WO2005100697A3
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/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/2006/082040A1
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/2006/082041A1
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/2006/080617A1
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/2006/078485A3
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/2006/078485A2
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/2006/075688A1
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/2006/073931A2
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/2006/074145A1
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...  
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...  
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...  
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/2006/055270A2
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.  
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...  

Matches 551 - 600 out of 30,444