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Patent Searching and Data


Matches 551 - 600 out of 31,178

Document Document Title
WO/2008/111032A1
A method and an apparatus of preparing the hole for the post pile cast in place for a multistory building foundation, comprising steps of providing an apparatus for preparing a hole for the post pile positioning the apparatus (1, Ia, Ib)...  
WO/2008/108053A1
A strand which can reduce the construction cost by reducing the labor required for constructing an object to which a compression force is imparted by the strand. The strand (1) is arranged in a construction hole formed in the constructio...  
WO/2008/107966A1
[PROBLEMS] To provide an excavator which can construct a high quality underground continuous wall efficiently in a short term by a simple operation. [MEANS FOR SOLVING PROBLEMS] An excavator for underground continuous wall having a frame...  
WO/2008/104712A1
The invention relates to an anchoring device (1) that comprises a rod (2) extending along a longitudinal axis X, said rod (2) including: at least one helical surface or helical blade (3), wherein the blade is to be screwed in the sea bed...  
WO/2008/100976A1
A system comprising a subsea structure defining an interior of the system, the structure subject to a water current; a sleeve exterior to the subsea structure, covering at least a portion of an outside surface of the subsea structure; an...  
WO/2008/098291A1
Pre-cast piles, methods of producing the pre-cast piles and methods of joining the pre-cast piles are disclosed. The pre-cast pile (11) comprises a plurality of spaced apart cavities (12) in a termination of the pre-cast pile and a plate...  
WO/2008/093992A1
Provided is an anchor device that converts a tensional force acting on an anchor into a compression force in the direction of the ground through a wedge action, thereby increasing the frictional resistance force between a grout member an...  
WO/2008/091173A1
The invention relates to building engineering, in particular to a method for building bases and foundations in permanently frozen grounds. The inventive method for pitching a tubular pile into a permanently frozen ground consists in dril...  
WO/2008/086693A1
A piling machine with high-pressure jet spiral bit and its piling method. It includes a moving system (3), an underpan (2), a pile frame (1), a power system (4), a drill pipe (5), a drill bit (8) and a high-pressure concrete casting syst...  
WO/2008/088171A1
Provided is an anchor. The anchor including an anchor main body coupled to a plurality of tension members longitudinally disposed in one direction at its one end to be buried in a hole, includes: an anchor extension body including a holl...  
WO/2008/088372A3
An earth anchor of the pivoting type having an essentially cylindrical body, a blind bore extending therein to from a trailing axial end of the cylindrical body and a leading edge projecting from a leading end of the body, the leading ed...  
WO/2008/084900A1
Disclosed is a soil nail anchor for slope reinforcement construction. Spikes having an acute edge are tightly inserted into the inner wall of a reinforcing bore by the pressure of supplied grout, so that a body of the soil nail anchor ca...  
WO/2008/085020A1
The present invention relates to a sheet piling (2), comprising: at least two sheet pile profiles (4) connected in longitudinal direction of, the sheet piling; two side edges of the sheet pile profile which extend in longitudinal directi...  
WO/2008/082060A1
The present invention provides an earth anchor bracket supported by a girder coupled to a side surface of an earth wall to fix a free length of an anchor body inserted into a boring hole formed at the earth wall according to an earth anc...  
WO/2008/079666A1
This invention relates to a method for installing anchorage apparatus used in stabilizing different types of soils and/or creating anchorage and more particularly, to a method for injecting various types of solidifying material into a su...  
WO/2008/067950A3
The invention relates to an edifice foundation comprising at least one foundation element which encompasses a wooden pole that can preferably be anchored in the ground by ramming the same in and a load-transferring cap that can be slid o...  
WO/2008/067950A2
The invention relates to an edifice foundation comprising at least one foundation element which encompasses a wooden pole that can preferably be anchored in the ground by ramming the same in and a load-transferring cap that can be slid o...  
WO/2008/049291A1
A rotary excavating-squeezing-reaming-drilling machine, includes: a vehicle body(1); a mast(3); an outer drilling pipe(10) rotatablely mounting on the mast; an inner drilling pipe(11) disposed inside the outer drilling pipe(10),rotated b...  
WO2007059454B1
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/2008/046200A1
A metal post support ground spike is disclosed having a post receiving socket, and a flat plate. The flat plate is welded to four walls of the post receiving socket. The post support may also comprise a blades portion welded to the flat ...  
WO2008031107A9
The invention includes a coupling for assembling pile sections in series. The pile sections each include transverse flanges at each end. The pile sections are coupled together by fastening a flange of one pile section to a flange of anot...  
WO/2008/047151A1
A method of forming a pile foundation comprises: forming a bore (10) in the ground to a required depth; disposing a cylinder (14) in the bore; filling the bore with uncast concrete (24) so that, on hardening, a cast concrete pile is form...  
WO/2008/043178A1
A ground spike is disclosed having a plurality of blades and a flat plate secured thereto. The blades each have a reinforcement deformation proximal to a longitudinal outer edge. The reinforcement deformation may be a reinforcement line ...  
WO/2008/042976A2
A retaining wall block and method of forming a retaining wall block are provided. The block includes front, back, top, bottom and side surfaces. The top surface of the retaining wall block includes a set of protrusions and the bottom sur...  
WO/2008/039225A2
A lifting assembly for raising, supporting and stabilizing a foundation. An anchoring bracket, which is mounted to a piling or pier that has been driven into the ground below the location where the foundation is to be poured, is attached...  
WO/2008/039225A3
A lifting assembly for raising, supporting and stabilizing a foundation. An anchoring bracket, which is mounted to a piling or pier that has been driven into the ground below the location where the foundation is to be poured, is attached...  
WO/2008/036728A3
There is disclosed a floating system positioned in a body of water having a water bottom, the system comprising a host member floating in the water; an elongated underwater line structure, comprising a top connected to the host; a bottom...  
WO/2008/031107A2
The invention includes a coupling for assembling pile sections in series. The pile sections each include transverse flanges at each end. The pile sections are coupled together by fastening a flange of one pile section to a flange of anot...  
WO/2008/030689A3
A method for making a deep draft semi-submersible drilling/production vessel having a center of gravity below its center of buoyancy by constructing a plurality of buoyant individual columns. The method connects a pair of columns with at...  
WO/2008/031107A3
The invention includes a coupling for assembling pile sections in series. The pile sections each include transverse flanges at each end. The pile sections are coupled together by fastening a flange of one pile section to a flange of anot...  
WO/2008/029835A1
A steel material (1) for a underground continuous wall in one embodiment is equipped with a hat type steel sheet pile (2) and an H-steel section (6), wherein the dimension (L2) of the H-steel section in the length direction is shorter th...  
WO/2008/030689A2
A method for making a deep draft semi-submersible drilling/production vessel having a center of gravity below its center of buoyancy by constructing a plurality of buoyant individual columns. The method connects a pair of columns with at...  
WO/2008/024281A3
The present invention relates generally to a connector assembly for connecting misaligned elongated members using a combination of a pivotable connection and a tolerant connection comprising a tolerance which accommodates the ends of mis...  
WO/2008/024281A2
The present invention relates generally to a connector assembly for connecting misaligned elongated members using a combination of a pivotable connection and a tolerant connection comprising a tolerance which accommodates the ends of mis...  
WO/2008/020342A2
A piling base apparatus, method for making same, a corresponding foundation pile system, and process for installation, the piling base apparatus having a generally solid body, a top end surface, a bottom end surface, and a side surface e...  
WO/2008/020342A3
A piling base apparatus, method for making same, a corresponding foundation pile system, and process for installation, the piling base apparatus having a generally solid body(l), a top end surface ( 5 ), a bottom end surface ( 6 ), and a...  
WO/2008/019409A1
A friction bolt comprises a tube (1) which can be expanded under the action of a pressure medium and which is fastened to a sleeve (6). The sleeve (6) is screwed into a section (13) of a sleeve-like socket (7) that is provided with a thr...  
WO/2008/016203A1
A tension cylinder for a tension steel wire for use in public works is disclosed. The tension cylinder of the present invention includes a cylinder body (110), a hollow tension steel wire guide pipe (130), which is provided through the c...  
WO/2008/012803A3
A method for supporting mass to prevent potential failure mass from collapsing is disclosed. The method comprises setting up at least one support element rigidly anchored to the mass, arranged in one or more convex modules, wherein a rat...  
WO/2008/010701A1
The present invention relates to a method for manufacturing a sheet pile wall from a steel plate material (2) of predetermined dimensions, comprising the steps of : defining a desired profile (20,40) for the sheet pile wall; and bending ...  
WO/2008/008728A3
There is disclosed a system comprising a structural element; a transport tool carrying a plurality of VIV and/or drag reduction devices; and an installation tool adapted to remove a VIV and/or drag reduction device from the transport too...  
WO/2008/003184A1
The invention relates to a method wherein the walls (2) of a deep drilled hole (1), for example for a geothermal probe (4), are covered with a tubular, water impermeable, elastic film (11), and then filling material (5) is introduced int...  
WO/2008/001352A3
This invention deals with a device and a method for an improved concrete pile casting in swelling soils by substantially lowering or eliminating heave forces created in active soils from affecting said piles by surrounding selectable par...  
WO/2008/000015A1
A self drilling rock bolt (10) incorporating a shaft (13), an anchoring device (23), and a sleeve (62) extending along and around the shaft (13). A first end (11) of the bolt has a drill tip (16) to penetrate rock and a second end (12) i...  
WO/2007/145468A1
Disclosed herein is a method of constructing an underground pile having an expanded bulb on a lower end or an intermediate portion thereof. In the method of the present invention, liquefied grout is charged into a hole bored in the groun...  
WO/2007/138150A1
The invention relates to a method for forming a sheet pile structure, in which method a broaching tool (14) is fastened in connection with the lower edge (5) of a sheet pile element (1, 1a, 1b, 1c, 1d), and a grout hose (17, 18) is detac...  
WO/2007/133573A1
The present invention encompasses vaccine and/or immunogenic compositions against HIV and their methods of use for the prevention and/or treatment of HIV infection and/or AIDS. The vaccine and/or immunogenic compositions may contain an i...  
WO/2007/133709A3
A stackable component for concrete forming systems is described. End plates are secured to opposite ends of a longitudinal element having a round profile that prevents stacking of the components. The end plates nest together and receive ...  
WO/2007/130667A3
A post-tensioned pile anchor foundation and method therefor creates a void or highly compressible space between a drilled or driven pile anchor surrounding a post-tensioned anchor bolt or tendon and the bottom of a foundation cap. The vo...  
WO/2007/130667A2
A post-tensioned pile anchor foundation and method therefor creates a void or highly compressible space between a drilled or driven pile anchor surrounding a post-tensioned anchor bolt or tendon and the bottom of a foundation cap. The vo...  

Matches 551 - 600 out of 31,178