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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...
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WO/2011/156460A2 |
A crawlspace encapsulation system that enables sealing and insulating of the crawlspace while allowing for the venting of gases trapped between the ground and the sealing and insulating system. The crawlspace encapsulation system include...
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WO/2011/147476A1 |
Foundation structure (1) for offshore constructions, in particular foundation structure (1) for offshore wind turbines, comprising a number of first, second and grounding profiles (4), whereby the first profiles (2) comprise rods in axia...
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WO/2011/147477A1 |
A support structure for a wind turbine, comprising a plurality of connected construction members, whereby a construction member comprises a number of substantially identical interconnected elements (2, 4, 13).
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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...
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WO/2011/147475A1 |
Jacket structure (1) for offshore constructions, particularly jacket structure (l)for an offshore wind turbine, comprising a number of profiles (2) in axial or angled alignment and a number of connecting members (3), whereby a connection...
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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) ...
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WO/2011/147474A1 |
Jacket structure (1) for offshore constructions, particularly jacket structure (1) for offshore wind turbines, comprising a number of first and second profiles (2, 3), whereby the first profiles (2) comprise rods in axial alignment and t...
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WO/2011/147592A1 |
An offshore foundation comprising a jacket (1) or tripod (21) structure including legs (7) with a foot section (8, 28) and a gravity foundation (14) located at the foot section.
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WO/2011/147479A1 |
A foundation (1) for a wind turbine tower, comprising a connection to one or more piles (2), which can be driven into a seabed (3), and a connected pile-sleeve (5) encasing the pile (2), characterised in that the connection further compr...
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WO/2011/145197A1 |
Provided is a building unit for a concrete structure and a method of executing construction using said building unit, such that it is possible to proceed to a subsequent building process without dismantling the building unit and to manuf...
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WO/2011/135354A2 |
Various methods and systems for forming insulating building foundations are disclosed. The methods and systems are for use with fibre-reinforced concrete and allow increased speed and ease of construction because conventional reinforceme...
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WO/2011/131751A2 |
The invention relates to a wind power plant foundation, comprising a reinforcement made of a plurality of steel rods and radial steel rods and a lower tower segment having a plurality of holes in the wall of the tower segment for receivi...
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WO/2011/132980A2 |
The present invention relates to a method for constructing a utility pole for an electric line to be penetrated with high strength, and more specifically, to a method in which: an easy excavation for the penetrated portion of a utility p...
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WO/2011/128006A1 |
The invention relates to an anchoring element for a hydraulic engineering installation having at least one ballast weight for weighting purposes and is characterized in that the anchoring element comprises a plurality of shear-protection...
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WO/2011/127528A1 |
A method of effecting a stabilization and effecting a lifting of a portion of a footing of a building which includes the steps of effecting an introduction of water resistant plastics into soil and openings in the soil in the vicinity of...
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WO/2011/121439A2 |
A seismic insulating structure (1) for buildings consists of an; insulating platform (2) arranged under the foundations| (3) of a building (3a) and comprising a top block (4), a bottom block (5) separated from the top block (4), a plural...
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WO/2011/121627A1 |
Supporting structure submerged capable of supporting a structure and/or equipment independently from its mass, having the attitude control of the vertical axis compared to the horizontal plane, the attitude control on the depth, non-rota...
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WO/2011/116817A1 |
The invention provides a method of laying a foundation (2) of a tower construction (3) which comprises a base flange (4). The method comprises the steps of: providing a number of anchor rods (9), providing a ring-shaped formwork (1), arr...
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WO/2011/110271A1 |
A method for mounting a cross-beam (1) to a sheet-pile wall (2) for obtaining a quay wall (3), wherein the cross beam (1) is composed of cross-beam segments (la, 2a, 3a, etc.) comprising of first placing a sheet-pile wall (2) in the wate...
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WO/2011/110749A1 |
The object of the invention is a method in connection with a foundation for tower-like structures and a foundation. The tower (1) and the foundation (2) are formed as steel-reinforced concrete structures. The steel tendons (3) of the tow...
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WO/2011/070325A9 |
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WO/2011/095729A2 |
The invention relates to a wind turbine comprising a tower (1) extending between a lower end (1a) and an upper end (1b) at a defined height h of more than 20 m, an anchor block (7) fixed to the ground and to which the tower is fixed (1),...
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WO/2011/092038A1 |
The invention relates to a method and installation assembly having at least two and in particular a plurality of flat foundations (1), in particular of an offshore wind power plant, on the ocean floor. According to the invention, at leas...
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WO/2011/079973A2 |
The invention concerns a method of construction of a tower (1') of a wind turbine with an outside (O) and an inside (J) comprising a ground section (3) of concrete and a higher section (5') of a material different from concrete which gro...
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WO/2011/079468A1 |
A method for protecting roadbeds (7) in frozen soil area and a pavement structure are provided. The method comprises laying two-layer or more than two-layer road surface layers (4,5,6) with gradient thermal conductivity structure on the ...
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WO/2011/075779A1 |
An anchorage system is provided which includes: a composite tendon (2) comprising an assembly of elongate elements (4, 5) held together and an anchor head including a casing (6). The individual elongate elements (4, 5) are separated from...
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WO/2011/075772A1 |
There is provided a screw pile of hollow-cast steel having a tapered body (10), a stepped mounting portion (11), a reinforcing collar (12) and a helical flight (13). The tapered body (10) has an upper portion (14) and a lower portion (15...
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WO/2011/077546A1 |
Provided is a monopole tower having a tower support structure in which the external dimension of a tower shell is the maximum diameter because a base plate protruding farther outward than the tower shell is eliminated. On the lower end s...
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WO/2011/073778A1 |
A device (1 ) for storing, transporting and subsea handling of guide posts, which comprises: a mobile base frame (2) for supporting the device against a supporting surface; and at least one guide post holder (10a, 10b) provided with hold...
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WO/2011/073502A1 |
The object of the invention is an arrangement in connection with the foundation of mast-like structures, comprising main reinforcement (2) for a base slab (1) that is to be arranged using concrete material and arranged upon foundation so...
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WO/2011/071671A1 |
A structural support system includes one or more generally vertically extending columns of curable material wherein each column defines an outer column periphery. A base of curable material is preferably monolithically formed with the co...
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WO/2011/070191A2 |
The invention relates to a redundant system providing sealing, buoyancy and immersion control for floating equipment, comprising: primary, secondary and tertiary buoyancy systems; a buoyancy system for the equipment plants and the operat...
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WO/2011/070094A2 |
The invention relates to a fastening element for linings in industrial plants exposed to chemical, mechanical and/or thermal stress. A lining element (12), which is produced from stainless steel, for example, is connected to a substructu...
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WO/2011/070199A1 |
The invention relates to a method for the production, driving-in and injection of underwater piles used as foundation for any structure or platform, whereby a pile (5) is inserted into a pier or tube (4) during production. The system can...
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WO/2011/068152A1 |
Disclosed is an underwater structure which is installed on the bottom of a body of water and supports an above-water structure provided above the water surface. The underwater structure extends from the bottom of the body of water to abo...
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WO/2011/059310A1 |
A method of surcharging a ground to consolidate the soil thereof comprising the steps of marking a location to construct a surcharge cell; constructing said surcharge cell by compacting and leveling upper layer of soil in the ground to f...
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WO/2011/051550A1 |
The invention relates to an arrangement for foundations of mast-like structures, comprising a reinforced concrete structure having fastening bolts (3) for anchoring the mast-like structure to the foundation by means of nuts (5) to be scr...
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WO/2011/047401A2 |
The invention relates to a foundation system (2) for receiving the load of a housing or of at least one housing module (13, 13', 13") of a self-service machine (1), comprising at least one base element (14, 14', 14"), which has at least ...
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WO/2011/036928A1 |
Provided is a high-quality house foundation structure that can be put together in a short amount of time, regardless of weather or temperature, by a very limited number of workers, even if the workers are not highly skilled. Furthermore,...
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WO/2011/034603A2 |
The present invention is directed to a customizable, modular foundation system using blocks and post-tensioning for improved structural integrity of the foundation. In some embodiments, the improved foundation system is provided by post-...
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WO/2011/029994A1 |
The invention relates to a connecting element for a radial reinforcement structure of a tower structure and to a radial reinforcement structure. The reinforcement structure comprises main reinforcements (1) extending radially on the same...
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WO/2011/030167A1 |
A remotely operable drilling apparatus (6) comprises a body such as frame (10) and drive means arranged to drill annular pile (8), which is loaded in the drilling apparatus (6) into the floor of a body of water. The annular pile comprise...
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WO/2011/027108A1 |
A load-bearing frame structure capable of providing a foundation for a building. The frame structure is modular in construction and is made from expanded polystyrene of similarly load-bearing material. In use, rests on the surface of the...
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WO/2011/023745A1 |
The present invention relates to a method of installing a large diameter pile at an offshore location, comprising the steps of installing a temporary- support structure such as a jacket (100) or caisson (1) above the final position of th...
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WO/2011/023907A1 |
The invention relates to a supporting foundation (20) including a base (50), a marine current turbine carrier (54) supported by the base (50), and at least three legs (52) for bearing on the floor of the body of water (14), connected tog...
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WO/2011/021985A1 |
The present invention relates to a structure supporting system which helps increase the bearing capacity of the foundation ground. In addition to an upper structure with adequate resistance, structure foundations must also have adequate ...
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WO/2011/012757A1 |
The frame facilitates the anchoring and erection of the pedestal (15) on the ground, being used to calibrate said pedestal in terms of vertical position and azimuth orientation, as well as acting as formwork. Said frame comprises a recta...
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WO/2011/010937A1 |
A method for controlling power transmission between a structure and its base during grouting- in the fastening parts of the structure in the corresponding bases on or in the seabed, and where the method is characterised by comprising: - ...
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WO/2011/007065A1 |
The present invention relates to a marine wind turbine (1) comprising a base (4) supporting a pylon (3) and a wind motor (2), characterized in that the base (4) comprises a tubular cavity (4-4), a lower portion (6) of the pylon (3) being...
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