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WO/2015/184538A1 |
The present disclosure relates to a pole shield for extending around a pole structure. The pole shield comprises a sheet of composite material forming a hollow structure having an open first end and an opposed open second end. The sheet ...
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WO/2015/178782A1 |
The invention provides a construction system and method for creating a formwork into which concrete or other suitable material may be poured to form a wall of a structure, such as a building. The system and method allow for interior stru...
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WO/2015/179828A1 |
A support structure for an offshore device is provided, including a vertical guide sleeve and three elongated guide sleeves positioned around the vertical guide sleeve, and various braces connecting the elongated sleeves and the vertical...
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WO/2015/173529A1 |
The invention relates to a method for insulating sub-soil, comprising mechanically destructuring said sub-soil, injecting an insulating material into said destructured sub-soil, and mixing said sub-soil and said insulating material. The ...
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WO/2015/168245A1 |
A foundation (10) for a monopole (16) includes a central portion (30), a plurality of legs (59), and a vertically oriented outer perimeter wall (82) surrounding the plurality of legs (59), wherein a cavity (26) formed within the outer pe...
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WO/2015/161586A1 |
A variable rigidity seismic-isolation layer rigidity control mechanism suitable for structural seismic isolation and wind resistance, comprising an upper flange plate (1) connected to an upper structure, a lower flange plate (2) connecte...
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WO/2015/160240A1 |
The present invention relates to a support device, comprising: a hollow elongate member, a substantially fluid tight confined space with at least a first seal at a distance above ground level, wherein a first fluid is arranged in said co...
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WO/2015/159903A1 |
In the present invention, a large scale disaster prevention area is provided by way of: forming a buffering layer with developed tables reinforced with structural materials such as steel frames; providing a flowable body such as sand, so...
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WO/2015/160033A1 |
Disclosed is a top-type pile connector. The top-type pile connector is a top-type pile connector assembled to a top-type pile, the top-type pile connector comprising: a hornlike hollow top part which becomes gradually narrower toward the...
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WO/2015/159205A1 |
The invention falls within the field of construction methods for reinforced concrete platforms, on foundation piles, partially or totally submerged in water (see Figure 1). In synthesis, the invention consists of a device comprising a di...
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WO/2015/158352A1 |
The present invention provides a foundation for a wind turbine. To reduce set-up time and to allow complete alignment of the platform which carries the base flange of the tower construction, the invention provides a foundation with a cag...
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WO/2015/158080A1 |
A reinforced concrete support pier for use in supporting underground water supply steel pipeline conduit construction, comprising a support pier body (1). The bottom surface (3) of the support pier body (1) is a rectangular structure. A ...
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WO/2015/152850A1 |
The present invention, which relates to structural bearing runout construction method for buildings with seismic base isolators that allows for the structural bearing runout in the building systems, with moving base isolator minimizing t...
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WO/2015/151356A1 |
Provided are a waste disposal plant and a waste disposal method that can accommodate the disposal of mercury-containing waste. A final disposal plant (1) provided with a reclamation area (3) that has the perimeter thereof demarcated by a...
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WO/2015/152826A1 |
According to embodiments of the present invention, a method for installing a multi-section suction caisson is provided. The method includes positioning a first section of the multi-section suction caisson on an underwater ground; applyin...
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WO/2015/147678A1 |
The invention relates to thermal insulation technology, and specifically relates to a method for thermally insulating reservoirs, especially reservoirs which are vertical, made of steel, have a volume of between 200 and 20,000 cubic m...
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WO/2015/143565A1 |
Various anchors and methods for anchoring an underground storage tank are provided. The anchor includes a base and at least one retention mechanism connected to the base for retaining various configurations of hooks and straps for holdin...
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WO/2015/147675A1 |
The invention relates to the field of energy, and more specifically to pile foundations for the supports of power transmission lines which are to be installed in various types of soil. The technical result consists in enhancing the re...
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WO/2015/147676A1 |
The invention relates to foundation engineering and can be used for installing drill-inserted pipeline supports and power transmission line supports, and also in installing buildings and structures on permafrost soil. The aim of the i...
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WO/2015/145337A1 |
Composite foundation for attenuating the seismic action, for building constructions and the like, characterized in that it comprises several concrete slabs superimposed on each other, wherein said concrete slabs are provided with suitabl...
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WO/2015/147687A1 |
The invention relates to thermal insulation technology, and specifically to thermally insulated reservoirs, especially reservoirs which are vertical, made of steel, have a volume of between 200 and 20,000 cubic meters, and are intende...
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WO/2015/147674A1 |
The invention relates to the field of power engineering, and more specifically to pile foundations for power transmission line supports which are to be installed in various types of soil. The invention can be used in constructing and ...
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WO/2015/145914A1 |
An anchor-bolt evaluation system comprising the following: a vibration-detecting clip that holds an anchor bolt on both sides and detects the power of vibrations in said anchor bolt; an impact-detecting hammer that, while delivering an i...
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WO/2015/129041A1 |
A heat exchanging structure for power generating equipment wherein piping for circulating a heating medium used for heat exchange performed for the power generating equipment is buried inside a reinforced concrete underground structure t...
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WO/2015/124815A1 |
The footing is intended to be constructed on an excavation, such as to obtain a lower concrete slab (2) on the bottom of the excavation, together with its corresponding steel reinforcement, a plurality of prefabricated partitions (3), al...
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WO/2015/119735A1 |
Systems and methods for reducing scouring around piles are described. The system includes a pile and an enclosure. The pile has a maximum cross-sectional dimension, Dp. The enclosure is circumferentially disposed around the pile, the enc...
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WO/2015/110497A1 |
A dissipator (1) for interfacing between the ground (100) and supporting structures (2), which comprises a supporting base (3) that can be fixed to the ground (100) and supports a contact base (4) that can be associated, by way of kinema...
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WO/2015/110842A1 |
A method of manufacturing a sub-aqua foundation comprising: simultaneously inserting one or more first helical piles (10A) and one or more second helical piles (10B) into the sub-aqua earth via a common inserting apparatus (100), wherein...
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WO/2015/112026A1 |
A support device adapted to support the base of a post or pile above the base of a foot hole excavated in preparation for pouring concrete having a lower tier adapted to contact the base of the foot hole and provide a support surface and...
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WO/2015/107232A1 |
The invention relates to a foundation for a wind turbine tower and to the method for pre-assembling said tower, wherein the tower includes sections (4) divided into keystones (5) and wherein the foundation includes a pile cap (1) having ...
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WO/2015/106679A1 |
A construction method for fixing a foundation of a waterborne structure including an offshore platform to a seabed (2) is described. The foundation includes at least one hollow column (108) which incorporates a pile cap (43) at its botto...
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WO/2015/102211A1 |
The present invention relates to a highly-efficient and uniform heating system using microwaves and a method for constructing a concrete structure using the same. More specifically, the present invention provides a new highly-efficient a...
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WO/2015/099519A1 |
The invention relates to seismic engineering, and more particularly to earthquake-resistant construction. A combined earthquake protection system consists of seismic insulating devices disposed between the side walls of a building and a ...
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WO/2015/082631A1 |
Disclosed is a wind turbine comprising a foundation (500) and a tower (102) which is arranged on the foundation (500) and includes a plurality of tower segments (102a). The foundation (500) includes a tower base (200) that is cast at lea...
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WO/2015/071634A1 |
A foundation for an offshore structure comprises a footing for mounting on the floor a body of water and a pile for insertion into the floor of the body of water. The pile extends at least partially through the footing. The footing is fr...
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WO/2015/061862A1 |
The present invention aims to provide a hybrid foundation structure which is on the ground, semi-buried or totally buried in the ground and which is quick to erect for towers or posts and which exhibits the practicality of the installati...
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WO/2015/060334A1 |
[Problem] To provide a simple foundation pile that, through the use of a general-purpose tool or the like, has excellent resistance to settling and being pulled out after being driven into the ground. [Solution] Within a pile main body (...
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WO/2015/059008A1 |
A machine table foundation (38) can be achieved with a shortened construction time using the method according to the invention, the machine table foundation according to the invention, and/or the use according to the invention. In the ca...
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WO/2015/052450A1 |
The invention relates to a method for installing underwater foundations (10) for an offshore device, said foundations comprising a support (20), notably of the jacket-leg type, for the device. The method involves a step of placing the su...
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WO/2015/052295A1 |
The invention relates to a method for gravity founding of an offshore installation (1) having a foundation body (4), wherein the offshore installation (1) is held in a dock (3) and a barge (2) having lowering means (20, 21, 22) is connec...
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WO/2015/053522A1 |
The present invention provides an auxiliary device for offshore wind turbine installation, comprising: a block body having an installation hole; and an installation guide coupled with the block body such that a post slides and moves towa...
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WO/2015/045872A1 |
This composite structure comprises: a steel pipe; a joining member, one end of which is inserted into the steel pipe; and concrete that fills the space between the inner peripheral face of the steel pipe and the one end of the joining me...
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WO/2015/047209A1 |
Method and apparatus for anchoring and supporting a member (24) in an upright position in the ground (56). An upper portion (12) disposed above the ground (56) receives and supports the upright member (24) along with a lower portion (14)...
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WO/2015/042689A1 |
A pole mounting system comprises a support mounting and a pole base. The support mounting has a receiving aperture that tapers conically inwardly from a receiving aperture, and at least one helical guide channel is formed in a wall of th...
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WO/2015/048369A1 |
A method of installing an edging system for a unit pavement system includes positioning a paver-contacting surface of an edge restraint against an edge of a unit pavement system including a plurality of paver units, and driving a horizon...
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WO/2015/044897A1 |
A silencer (1) for silencing the driving of piles (4) into the bed (2) of a body of water (3) is designed to fit around a pile (4), and has a first tube (5); a second tube (6) inserted inside and spaced apart from the first tube (5), bot...
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WO/2015/044534A1 |
The invention relates to an anchoring device and method for foundations for a ski lift structure and a line tower comprising such a device. The invention specifically relates to an anchoring device for foundations for a ski lift structur...
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WO/2015/033784A1 |
When a pile installation jig (41) is driven more deeply by a length corresponding to the length of each of groove holes (15a, 15b) of a pile body (12), a pressing side (42a) of a cutout section (42) of each of arm parts (41d, 41e) presse...
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WO/2015/028020A1 |
The present invention provides a method of installing a foundation for an offshore wind turbine and a template for use herein. In illustrative embodiments, the template is releasably anchored in a seafloor and the template is leveled bef...
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WO/2015/024772A1 |
A wind turbine foundation having a plurality of precast concrete foundation segments (210) is provided. The foundation segments have a plurality of first and second cable sheaths (216, 217) which hold tensioning cables for tensioning the...
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