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Matches 451 - 500 out of 33,461

Document Document Title
WO/2013/192141A3
A modular void form is described. Embodiments of the modular void form can include a panel and at least one reinforcement member. The panel can include one or more scoring lines which the panel can be folded about. When the panel is fold...  
WO/2014/035235A1
A weight exchangeable piling ram comprising a base ram (101) having a plurality of slots (103) disposed on its top; a plurality of first elongated members (105), each has a first end (105a) engaged to individual slot (103) and a second e...  
WO/2014/032847A1
The invention relates to a boring apparatus for producing a bore within a support tube in the ground. The boring apparatus comprises a housing (12) which is introducible into the support tube and is non-rotatably fixable to the support t...  
WO/2014/035234A1
A piling ram (100) comprising a hollow elongated casing (101) having an upper section connected to a lower, section; a load (103) positioned at the lower section of the casing (101); an assembly of linear actuator (105), which is defined...  
WO/2013/188758A3
A pipe assembly may have one or more pipe segments that are coupled together or coupled to a drive socket by a coupler. The bottom-most pipe segment being a bottom pile segment that may have a body with a central axis, an exterior surfac...  
WO/2014/029915A1
The invention relates to a pile (1) comprising a first pipe part (4a) and a second pipe part ( 4b) and a splice (11) for joining said first and said second pipe part (4a, 4b) to each other. The splice (11) comprising a sleeve (3) and a g...  
WO/2014/024045A2
The Elevated Habitable Module is primarily an enclosed living space that folds to a very small size and deploys to a tall and large elevated living quarters. It is designed to be readily transported and erected by utilizing a light weigh...  
WO/2014/024800A1
The invention pertains to a drive assist means (1) for a spiral pile for assisting the driving of a spiral pile (2) in conjunction with the rotation and lowering of the spiral pile (2) when the spiral pile (2) is driven into the ground (...  
WO/2013/175208A3
A method of forming a concrete anchor for underwater deployment. The method comprises the steps of: submerging an at least partially removable mould device in a body of water such that the mould device takes on water; transporting uncure...  
WO/2014/014354A2
The invention relates to a method for pipe laying, comprising the step; vertically forcing a generally rigid pipe section in a substantially vertical direction downwards from a position above ground towards a desired pipe section positio...  
WO/2014/014033A1
[Problem] To provide a pile foundation and a pile foundation installation method for which the manufacturing to transporting of structural members and installation work at the site are simple and inexpensive, mass production and cost red...  
WO/2014/011028A1
The present invention relates to a method for stabilizing unstable grounds having a predetermined soil density and consistency. The method comprises forming a hole (1) to a predetermined depth in ground to be reinforced, preparing a bulg...  
WO/2014/006434A1
A method and a tool (10) for forming a seal in a lock chamber (3) of a sheet pile are proposed. The method comprises the steps of: introducing a seal forming tool (10) into the lock chamber (3); injecting a sealing material into a distri...  
WO/2014/007618A2
The invention relates to a method for applying a pivoting ground anchor on considerable depth, the anchor comprising; - a first coupling member for temporary coupling the anchor with a driving rod to drive the anchor to the considerable ...  
WO/2014/003564A1
A method of stabilizing a dike using a ground anchor assembly, the method comprising: connecting a ground anchor to a first end of a tensile member; introducing the ground anchor through the earth body and into a stable layer beneath the...  
WO/2014/000392A1
Disclosed is an earthquake-resistant high-rise building structure based on deep-hole, inverted T-shaped piles, wherein a full slab foundation (2) is supported on lower bored concrete piles, underground and surface buildings are successiv...  
WO/2013/192141A2
A modular void form is described. Embodiments of the modular void form can include a panel and at least one reinforcement member. The panel can include one or more scoring lines which the panel can be folded about. When the panel is fold...  
WO/2013/176447A1
The present invention relates to a foundation structure vertically installed on the ground, and comprising: an upper support layer (10) formed on the ground in the vertical direction; and a lower support layer (20) formed so as to extend...  
WO/2013/171910A1
This Z-shaped steel sheet pile (1) has: a first joint section (5) formed at the tip of a fist flange section (3) configuring the Z-shaped steel sheet pile (1); and a second joint section (9) formed at the tip of a second flange section (...  
WO/2013/171909A1
This combined steel wall (1) is formed by coupling: Z-shaped steel sheet piles (2) each having a first and second flange part (3, 7) respectively provided at either end of a web part (16), and having a first and second joint part (5, 9) ...  
WO/2013/164885A1
Provided is a steel wall for which construction is simple and for which a wall body, made by coupling steel sheet piles capable of readily having high water resistance, is reinforced with steel pipes or steel H-beams. A wall body (4) is ...  
WO/2013/165295A1
Anchor (18) for tensioning at least one component for a civil engineering construction (14), which anchor (18) is arranged to at least partly be located in the ground/underlying surface (12). The anchor (18) comprises at least one surfac...  
WO/2013/115677A3
The invention relates to the field of construction and, more specifically, to a device and a method for constructing a pile substructure and/or a pile foundation for industrial or civil purposes. The screw injection pile comprises a ceme...  
WO/2012/128889A3
An open mat system to reinforce turf includes an anchor arrangement to help secure the mat to the turf. The anchor arrangement includes an anchor head embedded in the earth, a cable connected to the anchor head, a cable connector device,...  
WO/2013/156126A1
The invention relates to a drive point (1) for a substantially tubular, in particular hollow cylindrical, driven pile (2) having a pile core (3) through which concrete can be introduced into the driven pile (2), wherein the drive point (...  
WO/2013/157199A1
Provided are: a steel sheet pile which exhibits significant freedom in size, and retains joint strength and accuracy; a method for producing the same; and a steel-sheet-pile wall formed from a steel sheet pile. This steel sheet pile (1) ...  
WO/2013/157198A1
Provided are: a steel sheet pile which exhibits significant size-adjustment freedom, and retains joint strength and accuracy; a method for producing the same; and a steel-sheet-pile wall formed from a steel sheet pile. This steel sheet p...  
WO/2013/158747A2
Low environmental impact, surface installed, multiple pile foundation locking systems providing stable connection between above ground structures and the earth, having a plurality of driving holes in an engineered component through which...  
WO/2012/096932A8
A pipe pile, for use in a foundation or a retaining wall, comprises a substantially cylindrical, and preferably steel, pipe body extending longitudinally between two opposite ends, the pipe body being' formed of a plurality of pipe secti...  
WO/2013/151709A1
The invention is relates to non-marine temporary anchors for use in non-compacted soils (e.g., dirt, sands, gravels, etc.) or terrains covered by snow. A temporary anchor for non-marine applications comprises a frame element, a membrane ...  
WO/2013/149471A1
A grouting piling method based on a hole-forming by sinking double pipes and pulling an inner pipe and application thereof are disclosed. The method makes use of an eccentric moment-adjustable vibration hammer, a column clamp apparatus, ...  
WO/2013/146877A1
A single-pipe pile with a blade includes a pile body of a single scaffolding pipe of 48.6 mm φ with a ring-shaped blade diagonally formed on a lower part. The pile body is hollow with an end surface and a lower surface both opened. The ...  
WO/2013/007968A3
The invention relates to apparatus and methods and kits for constructing walls such as diaphragm walls comprising one or more panels and walls so constructed. In particular the invention relates to apparatus, methods and diaphragm walls ...  
WO/2013/141047A1
A protective sheath (10) configured from a cylindrical body that is fitted to an anchor rod (3) and mounted near the ground level in a slope stabilization method, the protective sheath (10) being provided with a flange-shaped bearing pla...  
WO/2013/128812A1
The present invention provides a Z-shaped steel pile that exhibits excellent workability and that does not require a special installation machine. The Z-shaped steel pile (1) comprises a web section (3), flange sections (5a, 5b) that are...  
WO/2013/126956A1
A screw element for a screw conveyor, said screw element comprising a hub portion having a generally circular bore axially therethrough, and a spiral flight portion extending around said hub in a generally helical path; characterised in ...  
WO/2013/123383A1
An Offshore Windpower Plant (OWP) includes wind turbine and foundation with the means that allow installing them by a new method that exclude the use of Jack up Crane Vessel. By this method, named OWP Technology, the completely assembled...  
WO/2013/118792A1
The purpose of the present invention is to provide a foundation pile which eliminates the need for the restoration work of the thread of a bolt even when the bolt is joined to a spiral pile, and achieves improved corrosion resistance. Th...  
WO/2013/116199A1
An aluminum alloy component has a surface region alloyed with an anodic metal to increase corrosion resistance in aqueous environments with high salinity or sulfur content.  
WO/2013/114055A1
The invention relates to an anchor pile (1) comprising a hollow body (10) with longitudinal axis X, a shaft (2) that is housed inside the hollow body and is capable of sliding within said hollow body, and at least two anchoring members (...  
WO/2013/107821A1
An underwater anchor system for a floating rig and method for installing such a system. The invention relates to an underwater anchor system (1) for a floating oil and/or gas rig, linking the floating rig by means of an anchor line, char...  
WO/2013/109186A1
The invention relates to a device (1) for a pile (2A, 2B), which can be anchored in the bottom of a lake or the sea and/or the ground, which is of the screw and/or the push type and which exhibits at least a front part (3), but preferabl...  
WO/2013/105705A1
The present invention relates to a method and system for improving weak soil by using a separated donut auger (SDA) having an intake port mounted thereon and through the forming of an unreinforced concrete column poured onsite and, more ...  
WO/2013/100678A1
A method for connecting a steel pipe pile with a steel pipe column using a steel pipe socket according to the present invention comprises the steps of: preparing a steel pipe socket having a socket supporting portion for covering an uppe...  
WO/2013/097377A1
A porous secant pile drilling rig and construction technology thereof are disclosed. The porous secant pile drilling rig comprises a body weight (1) , a main winch and one power head (3); multiple drill pipes (5) and multiple drilling bu...  
WO/2013/089466A1
The present invention relates to a method for pouring a bonding filler after forming a hole portion at a perforation hole which is bored in a depth direction of the ground in order work on an expansion portion at which a pile or a tensil...  
WO/2013/024999A3
The present invention pertains to a complex pile with an improved end bearing capacity and a piling method of a complex pile using the same. When a support layer is penetrated by a PHC pile at the lower portion of a bore-hole by hammerin...  
WO/2013/081455A1
Excavator (1) for excavating bottom parts from a bottom floor at a distal end of a hollow ground structure, comprising a framework (10), a radial positioning mechanism (21) for positioning the framework in the hollow ground structure, a ...  
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...  
WO/2013/082031A1
A grouted cylindrical connection utilizing bearing surfaces can be used with conventional transition- monopile foundations to connect the large diameter cylindrical shaped monopile to the larger diameter cylindrical shaped transition sec...  

Matches 451 - 500 out of 33,461