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Patent Searching and Data


Matches 551 - 600 out of 30,469

Document Document Title
WO/2007/080217A1
The present invention relates to a point structure of a pile of reinforced concrete which is provided with a domed point of the pile (1, 2) at the end of the pile, made of steel and having a bottom (3) and an edge (4) circulating it, ins...  
WO/2007/075457A1
A composition for producing a liner comprises (a) at least one water-borne, non-cellulosic precursor of a polyurethane; and (b) at least one wet pulp.  
WO/2007/074212A1
The invention relates to a column shoe for fastening reinforced concrete col- umns to a base. The column shoe comprises a bottom plate (1) provided with a bolt hole (2) and a side plate (3) fastened to the bottom plate for providing a bo...  
WO/2007/070905A2
Anchors, especially injection drilling anchors, are used as heat exchangers in combination with heat pumps in order to deliver heat to the ground (heat storage, optionally in combination with air-conditioning a building) or withdraw heat...  
WO/2007/068898A1
This invention relates to a method of splicing pile cages, to a set of components therefor, and to assembled pile cages, and in particular to a method of splicing together two pile cages of a reinforced concrete pile. The method employs ...  
WO/2007/066860A1
The present invention provides an internal fixer for an anchor having a releasable tensioning steel wire. The internal fixer of the present invention includes a first outer body (10), which is provided with a tube coupling hole (11), a b...  
WO/2007/059454A3
One embodiment of a system of the present disclosure, among others, can be implemented as follows. A modular wall block system includes a plurality of wall blocks comprising first wall blocks of a first shape and second wall blocks of a ...  
WO/2007/056586A2
An anchor system which provides a threaded member (1) which can be advanced into a baled material (3) upon rotational engagement of a first member end (25) terminal with the baled material (3).  
WO/2007/056586A3
An anchor system which provides a threaded member (1) which can be advanced into a baled material (3) upon rotational engagement of a first member end (25) terminal with the baled material (3).  
WO/2007/053893A1
A self drilling rock bolt (10) incorporating a shaft (13) and an anchoring device (23). A first end (11) of the bolt has a drill tip (16) to penetrate rock and a second end (12) is adapted to be connected to a drilling apparatus to allow...  
WO/2007/042830A1
A method of securing a load bearing structure to the bed of a sea, river or estuary. The method comprises placing the load bearing structure on the bed; forming a pile-receiving hole in the bed by means of drilling equipment which is con...  
WO/2007/040477A1
A method and apparatus for inserting a sheet pile (10) into an earth formation using a protective housing (12) releasably connected to the sheet pile (10). The protective housing has a fluid gallery and conduits for releasing fluid such ...  
WO/2007/036263A1
A screw foundation (18), which comprises a ground-side cylindrical region (20), a conical region (22) adjoining the ground-side cylindrical region, and a second cylindrical region (24) adjoining the conical region (22), can be employed i...  
WO/2007/033413A1
A ground anchor (10) comprising an anchor shaft (11) and an anchoring screw (13) moulded onto the anchoring shaft adjacent the lower end thereof. The anchoring shaft (11) is of a rectangular cross-section with four side walls (12). The a...  
WO2006053285B1
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/2007/022613A1
A ground anchor retaining assembly for providing a ground-retained anchor to restrain an object, such as an above ground structure, for example, a tower or pylon connected to it. The assembly is adapted to be received within a borehole w...  
WO/2007/020445A1
A method of establishing a tubular slot (14) in a support medium (13) for receiving a tubular pile/column (1) in which the need to remove a central core of material from the interior of the pile/column (1) is avoided by drilling in the m...  
WO/2007/018903A3
Bricks for making a building structure. Each of the bricks has a core which is preferably made from metal, and which is embedded in a rubberized casing. Each brick is of no specific size and has a plurality of apertures extending through...  
WO/2007/017077A1
The invention relates to a connecting profile of uniform cross section for interconnecting three sheet-pile wall components. The connecting profile (10) has a basic body (12) from which three identical lock profiles (14, 16, 18) for hook...  
WO2006123009B1
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/2007/017076A1
The invention relates to an arrangement of sheet-pile wall components, comprising two sheet-pile wall sections (12) extending as segments of a circle or polygonally, the ends of the two sheet-pile wall sections (12), which are arranged i...  
WO/2007/014013A3
The invention provides a system, method, and components for assembling and disassembling boardwalks, decks, and platforms. The invention has a number of extruded and interlocking components. It is installed by driving piles, preferably h...  
WO/2007/006567A2
The invention relates to a connecting profile (10) having a constant transversal section which is used to connect the sheet piles (14) to carrier elements (12). The connecting profile (10) comprises a central bar (16) whereon a connectio...  
WO/2007/006567A3
The invention relates to a connecting profile (10) having a constant transversal section which is used to connect the sheet piles (14) to carrier elements (12). The connecting profile (10) comprises a central bar (16) whereon a connectio...  
WO2006041051A8
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/2007/000561A1
A new section coupling is for use by vibratory, oscillatory and rotatory driving in bored pile construction. It includes adapted ends with inclined surfaces and a bolting system comprising in male section (2) a row of features with reduc...  
WO/2006/138354A3
There is disclosed a system for reducing drag and/or vortex induced vibration of a structure, the system comprising a fairing defining a plurality of perforations, wherein the fairing is suitable for placement around the structure, the p...  
WO2005040505A3
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/2006/138354A2
There is disclosed a system for reducing drag and/or vortex induced vibration of a structure, the system comprising a fairing defining a plurality of perforations, wherein the fairing is suitable for placement around the structure, the p...  
WO/2006/138354A9
There is disclosed a system for reducing drag and/or vortex induced vibration of a structure, the system comprising a fairing defining a plurality of perforations, wherein the fairing is suitable for placement around the structure, the p...  
WO2006060290A3
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/2006/129925A1
Disclosed herein is a head-extended pile with inside and outside reinforcements for supporting load of a structure. The head-extended pile includes a reinforcement part with the same length or area extending right and left with respect t...  
WO/2006/126915A2
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/2006/126915A3
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...  

Matches 551 - 600 out of 30,469