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Matches 601 - 650 out of 33,450

Document Document Title
WO/2012/011783A2
The present invention relates to a reinforcement structure (A) for a pile, comprising: a protruding member (100) protruding upwardly so as to be fitted into an opening of the lower end of a tubular pile body (10); and an extension shoe f...  
WO/2012/009036A1
A modular guy anchor (200) includes an anchor head (210) and an anchor shaft (212). The anchor head (210) includes a tubular region for receiving the anchor shaft (212). The anchor shaft (212) has one end that extends into or through the...  
WO/2012/005197A1
Disclosed is a steel pipe pile that is open at the excavation-wise front end; that is hollow; and that is provided with a constant diameter section the diameter of which is constant, and a tip section such that the internal shape dimensi...  
WO/2012/000112A1
A coupling, for connecting two shaft sections, comprising a plurality of connection pieces featuring recesses to receive projections extending from the ends of both the shaft sections, and an assembly mechanism which secures the connecti...  
WO/2011/159115A2
The present invention relates to a complex pile for a foundation construction. The complex pile comprises: a concrete column having two ends and a side surface; a tension member, both ends of which are fixed at either end of the concrete...  
WO/2011/155619A1
Disclosed is a foundation pile group that is configured from foundation piles that can reliably support the total bearing capacity required and of which the construction is easy. The foundation pile group (10) is configured from a plural...  
WO/2011/153810A1
A constant resistance and large deformation anchor rod comprises a rod body (6), a tray (3), a nut (2) and a constant resistance device (4). The constant resistance device (4) is formed into a cylindrical structure, and the inner surface...  
WO/2011/131833A3
The invention relates to a method and arrangement for preventing movement of a structure. An expansion element (6) is arranged in soil. A material which expands inside the expansion element (6) as a consequence of a chemical reaction is ...  
WO/2011/155090A1
[Problem] To increase the diameter of an improved-soil column without sacrificing the advantages unique to dry jet mixing in a dry jet deep mixing method. [Solution] The problem can be solved by drilling/inserting an agitation shaft (10)...  
WO/2011/154734A1
An anchor apparatus for use underground having a moveable anchor body (10) such that the apparatus has a drive position and a locked position. The anchor body (10) has a conical nose portion (14), deflecting ribs (11) and a drive collar ...  
WO/2011/150582A1
A continuous rolling type cold-bending forming method for a stainless steel seal-water sheet is to obtain a roll-bending deformation by continuously rolling pass by pass, and in the deformation process a pair of rollers comprised of an u...  
WO/2011/150580A1
An ω shape comer pile and it's continuous roll type cold-bend forming method are provided. The ω shape corner pile is composed of a horizontal fore shaft, a vertical fore shaft and a connection rib (D). The horizontal fore shaft and th...  
WO/2011/147484A1
A method of establishing an offshore foundation (1) on the seabed, in particular of establishing an offshore foundation for a wind turbine installation on the seabed, is provided. In this method, an offshore foundation structure (1) comp...  
WO/2011/096758A3
The present invention relates to an anchor bracket, and more particularly, to an anchor bracket which supports an anchor inserted and fixed in the ground to prevent a collapse of soft ground, and in which the position of bearing means of...  
WO/2011/147482A1
An offshore foundation, in particular an offshore foundation for a wind turbine, is provided which is installed on the seabed (3). The offshore foundation comprises an offshore foundation structure (1) and at least one ground anchor (6) ...  
WO/2011/145951A1
An anchor (100) for subsurface installation in a ground surface has an anchor body (101) and a helical member (103) for engaging with a ground surface. The anchor has a swivel (113) for receiving a line. One of the anchor body (101) or t...  
WO/2011/142047A1
Disclosed is a steel wall which combines high rigidity equivalent to that of a steel pipe sheet pile wall and high water cut-off properties equivalent to those of a steel sheet pile wall. Also disclosed is a method for constructing the s...  
WO/2011/142534A2
The present invention relates to a concrete pile and to a method for producing same. The concrete pile of the present invention comprises: a concrete column; a PC steel wire embedded in the lengthwise direction of the concrete column to ...  
WO/2011/142367A1
Disclosed is a steel wall provided with both excellent rigidity and excellent waterproofing properties. Also disclosed is a construction method for a steel wall, whereby a construction method that suppresses vibration and noise, which wa...  
WO/2011/139048A2
The present invention relates to a pile, comprising: a tubular pile body (100); an open/shut plate (200) arranged so as to open/shut a lower opening of the pile body (100); a central main body hinge portion (110) arranged at the front en...  
WO/2011/137525A1
There is provided building structures that are demountable from a first configuration to be reassemblable to the first configuration or another configuration. The building structures include systems and kits for the structure, post ancho...  
WO/2011/102595A3
The present invention is directed to provide a reinforced self-supported retaining wall structure of a new aspect, in which a reinforced soil type self-supported soil mass is formed making use of the arching effect between soil particles...  
WO/2011/135597A1
The present invention concerns a reinforcing element for consolidating a tunnel excavation wall. The reinforcing element comprises a longitudinal bar, a load distribution plate and clamping means for constraining said plate against the o...  
WO/2011/135235A1
The present invention relates to a method for creating a molded wall, said method including at least the steps that involve: forming, in the ground, an elongate excavation (14), having vertical walls that mark the border of an area (18) ...  
WO/2011/132894A2
The present invention relates to a pile head reinforcement assembly of a steel pipe pile and, more specifically, to an upper end reinforcement structure of a steel pipe for foundation work, for reinforcing the upper end portion of the st...  
WO/2011/132489A1
Disclosed is a combined steel sheet pile wall of which shaped steel can be disposed on the side of the steel sheet pile to which earth pressure is applied even if the steel sheet pile and shaped steel are non-affixed across nearly the en...  
WO/2011/092598A3
Disclosed herein are embodiments of a lead for a helical pile, comprising, a square shaft attached to the lead, the lead is provided with a base and a plurality of blades, and the blades extend axially from the base and are oriented with...  
WO/2011/130784A1
A lockable post assembly includes a post member (12) having a vertical axis and an anchor portion (14) at a lower first end thereof. The anchor portion (14) has a head (16) and neck (18), the neck (18) defining a female constriction abov...  
WO/2011/131062A1
A pouring pile structure without tension comprises a reinforced concrete column A (1), a plain concrete column B (2), finish rolled steel bars (4), a bottom ring (5), an exterior galvanized corrugation steel sleeve (7), an interior galva...  
WO/2011/105703A3
The present invention relates to a method for constructing a steel pipe-concrete composite pile in which the steel pipe is buried integrally with bedrock, and to a pile construction. The method comprises: a step (S110) of hammering an ou...  
WO/2011/105702A3
The present invention relates to a pile which is constructed by connecting pretensioned spun high-strength concrete (PHC) piles on the surface of the ground so as to strengthen the soft ground during construction or civil engineering pro...  
WO/2011/125347A1
Provided are a connected wall structure consisting of steel pipe sheet piles and a steel sheet pile, and a method of constructing the same, such that there is formed a connected structure wherein a certain degree of construction errors c...  
WO/2011/126170A1
The present invention relates to a construction method of a pre-stressed cast-in-place concrete pile and a structure thereof. More specifically, when inserting a concrete reinforcement bar net for constructing a cast-in-place concrete pi...  
WO/2011/125710A1
Disclosed is a steel pile driving method for driving a steel pile into the ground using a vibratory hammer and a transfer pipe that is disposed along the lengthwise direction of the aforementioned steel pile, wherein the steel pile drivi...  
WO/2011/120725A1
The invention relates to a device for recovering heat from the environment, for use in underground and underwater construction, wherein in a piling wall (2) anchored in a subgrade and made of piling wall elements (4) that can be locked t...  
WO/2011/122349A1
Provided is a joint structure that mechanically joins two tubular steel pipes by fitting together an inner joint pipe and an outer joint pipe that are fixed by welding to corresponding end surfaces of the two pipes, and keeps the two joi...  
WO/2011/120557A1
A method is disclosed for constructing a diaphragm wall by casting alternate primary (10, 11) and secondary (20) panels in the ground. The primary panels (10, 11) are excavated and cast first, and a cutter joint (15) or similar jointing ...  
WO/2011/091041A3
A pile and method for driving a pile includes a pile having a structural outer tube, and an inner member disposed generally concentrically with the outer tube. The outer tube and inner member are fixed to a driving shoe. The pile is cons...  
WO/2011/118948A1
The present invention relates to a rock anchor assembly, which enables easy removal of steel wires and fixing of locker blocks in an insertion hole with uniform pressure. The rock anchor assembly comprises: a fixing block (110) that is i...  
WO/2011/116483A2
The device for an at least partially removable anchor comprises at least one tension member (9) that can be pre-loaded and an induction coil (16) surrounding the tension member for disconnecting the tension member at a disconnection poin...  
WO/2011/118925A1
The present invention relates to an anchor structure for preventing a steel wire from being twisted, and more particularly, to an anchor structure in which: a steel wire coupled to an anchor is protected by an inner member, a spacer, and...  
WO/2011/110530A1
The invention relates to a method and device for producing conical sections 1 in cylindrical pipes (2) of helical foundations by drawing. The device comprises a plurality of press rolling discs (segments) (4) disposed radially about a lo...  
WO/2011/072783A3
A cutting/mixing tool for thin diaphragm walls mounted at the end of at least one drilling rod (47) moved by a slidable assembly (42, 62) along a tower (41), carried by an operating drilling machine (40); the tool (45) being characterize...  
WO/2011/111474A1
Disclosed are a continuous steel wall and a construction method therefor whereby steel sheet piles and stiffeners can reliably be put in contact with each other even if the steel sheet piles and stiffeners are driven into the ground sepa...  
WO/2011/068329A3
The present invention relates to a construction method of a cast-in-place pile buried with a steel frame stiffener. A casing is penetrated into the ground and a drilling rig is dug through the ground so that a drilled hole is formed reac...  
WO/2011/105702A2
The present invention relates to a pile which is constructed by connecting pretensioned spun high-strength concrete (PHC) piles on the surface of the ground so as to strengthen the soft ground during construction or civil engineering pro...  
WO/2011/105703A2
The present invention relates to a method for constructing a steel pipe-concrete composite pile in which the steel pipe is buried integrally with bedrock, and to a pile construction. The method comprises: a step (S110) of hammering an ou...  
WO/2011/102595A2
The present invention is directed to provide a reinforced self-supported retaining wall structure of a new aspect, in which a reinforced soil type self-supported soil mass is formed making use of the arching effect between soil particles...  
WO/2011/102722A2
The anchor assembly consists of an anchor rod which is sufficiently strong to be able to withstand the introduction forces of a deplogable anchor which is attached thereto. The deplogable anchor consists of a number of anchor blades whic...  
WO/2011/096758A2
The present invention relates to an anchor bracket, and more particularly, to an anchor bracket which supports an anchor inserted and fixed in the ground to prevent a collapse of soft ground, and in which the position of bearing means of...  

Matches 601 - 650 out of 33,450