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Patent Searching and Data


Matches 651 - 700 out of 33,850

Document Document Title
WO/2012/069780A1
A ground anchor (10) comprises a body (12) having a front region (14). The ground anchor is drivable into the ground with the front region leading. The body defines a channel (17) to receive a driving member (22). The channel is configur...  
WO/2012/067454A2
The present invention relates to a borehole-diameter-expanding drill which is used in order to expand the hole wall in part of a borehole shaft drilled in the ground for the purpose of building work, wherein there is a sliding blade asse...  
WO/2012/011783A3
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/2012/062859A1
A pressure resisting barrier wall resistant to accidental explosions and fires or hydrostatic pressure comprising a corrugated wall member ( 100 ) having a series of side by side corrugation which viewed in transverse section each compri...  
WO/2010/005523A3
A bastion including one or more free-standing structures for use in, for example, military applications and for force protection. The free-standing structures are made up of a plurality of interconnected fire resistant mesh covered wire ...  
WO/2011/132894A3
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/2011/102722A3
The anchor assembly (2) consists of an anchor rod (3) which is sufficiently strong to be able to withstand the introduction forces of a deplogable anchor (4) which is attached thereto. The deplogable anchor (4) consists of a number of an...  
WO/2012/056102A1
The object of the invention is a column shoe for securing steel concrete columns (1) to a base (2). The column shoe comprises a bolt housing (3), which comprises a base- plate (5) provided with a bolt hole (4), and an upper structure (6)...  
WO/2012/058341A1
A method of forming a partitioned package for grouting for an anchoring system for a mine includes pumping a mastic into the package through a fill tube while a processing lubricant is separately introduced onto an inner wall of the fill...  
WO/2011/159115A3
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/2012/057359A1
In order to obtain a steel sheet pile which is suitable for manufacturing by roll forming and can facilitate connection work for connecting two steel sheet piles, a steel sheet pile (1) of the present invention is a U-shaped steel sheet ...  
WO/2012/056100A1
The object of the invention is a column shoe for securing steel concrete columns to a base. The column shoe (1) comprises a bolt housing (4), which comprises a baseplate (6) provided with a bolt hole (5), and an sideplate (7), and main a...  
WO/2012/056101A1
The object of the invention is a column shoe for securing steel concrete columns (1) to a base (2). The column shoe comprises a bolt housing (3), which comprises a baseplate (5) provided with a bolt hole (4), and an upper structure (6) w...  
WO/2012/053733A2
The present invention relates to a method for constructing a footing at the bottom of a pile and a fixed anchorage portion of a tension member, in which: a vertical hole is bored into the ground, and then a tool for expanding the borehol...  
WO/2012/034559A1
System for reducing the magnus effect on vertical, floating, rotating, bottom anchored offshore piles/poles, the system comprising vertical, floating, rotating, bottom anchored offshore piles/pole encircled by a spiral or helix, where th...  
WO/2011/116483A3
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/2012/028124A1
The present invention relates to a method for gradually introducing thin-walled pipes into the ground and to an apparatus for this purpose. The method comprises, according to the invention, the following steps: inserting a pipe clamp, wh...  
WO/2011/139048A3
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/2012/026643A1
The present invention relates to a fixing device for an earth anchor having an improved coupling structure for more stable construction, and an improved internal structure for easier removing and re-tensioning of steel wires. In the fixi...  
WO/2011/142534A3
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/2012/024725A1
The invention relates to a method for anchoring a load (26) to an anchorage (30) utilising at least one unitary anchoring tendon (10) including a plurality of tensile elements (12) each having a free length (14) and a bond length (18). T...  
WO/2012/019505A1
A pile anchor foundation structure comprises a foundation concrete cylindrical pile cap (1) and high-strength grouted piles (8) extending downwards and distributed annularly and uniformly. The high-strength grouted pile (8) is fixed by p...  
WO/2012/014840A1
The purpose of the invention is to provide a spiral steel having a high mechanical strength and being capable of easily narrowing the pitch interval of a twisted portion (spiral blade portion) even without changing a twist angle and also...  
WO/2012/016246A1
Retaining wall systems and methods of making retaining wall systems are disclosed. In one embodiment, the retaining wall system includes a first horizontally-extending course of sand/soil bags and a second horizontally-extending course o...  
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...  

Matches 651 - 700 out of 33,850