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WO/2015/143494A1 |
The invention relates to an apparatus for supporting a heliostat and method thereof comprising: a rigid elongate vertical member having a first end region and a lower second end region, the first end region connected to a heliostat drive...
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WO/2015/143882A1 |
An integrated transmission device applied to an agitating pile machine comprises a speed reducer (2), a transmission gear box (3), an inner drilling rod shaft (4) and an outer drilling rod rotating sleeve (5). An output shaft (13) of the...
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WO/2015/145263A1 |
Embodiments relate to a method and apparatus for investigating the uniformity of concrete and/or grout. Embodiments can identify the existence of one or more anomalies in the uniformity of concrete and/or grout, and/or determine or estim...
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WO/2015/140410A1 |
The invention relates to a connection part for connecting a first pipe (1) and a second pipe (2) together for forming a pile, wherein the connection part is to be arranged between the first pipe (1) and the second pipe (2) for forming a ...
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WO/2015/140468A1 |
The invention relates to boring and concreting equipment for producing a concrete pile (100) in the ground (S), said equipment comprising a central core (24) extending in an axial direction (X) and surrounded by a helicoidal blade (30), ...
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WO/2015/141639A1 |
Provided is a spiral shaped blade-equipped steel pipe pile that can effectively improve comparatively soft ground in which the clay stratum and the like exists, to a position below the ground surface several meters deep. A spiral shaped ...
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WO/2015/133111A1 |
This straight web steel sheet pile (1) is characterized in that: the height (g) of a main claw of a joint is no less than 6.0 mm; the ratio (f3/f1) of the thickness (f3) of the main claw to the thickness (f1) of a web potion plate is no ...
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WO/2015/132511A1 |
The invention relates to an aircraft landing strip infrared beacon (10) comprising: a mounting plate (12) and a housing (8) that is attached onto the mounting plate. The transverse sizes of the mounting plate (12) are greater than the tr...
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WO/2015/128944A1 |
This invention includes: setting steps (S13, S14) for setting a plurality of expansion ratios representing the proportion of the inside diameter of an expansion excavation unit (5) relative to the outside diameter design value obtained b...
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WO/2015/127740A1 |
A correction method and a correction structure for a ballastless track subgrade of a high-speed railway in a soft soil region. The method comprises: step 1: when lateral displacement of a high-speed railway embankment (3) occurs, providi...
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WO/2015/128515A1 |
The invention relates to a novel type of pile which comprises a single laminated monosymmetric drawn profile, such that the fins of the profile can be of a certain width and/or a certain thickness and the dimensions thereof allow the req...
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WO/2015/127488A1 |
The invention relates to a ground foundation and a method for forming a ground foundation, in which an anchor (100, 101) is rotated into the ground (2) and is anchored in the ground (2) at least via an externally located element (5), in ...
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WO/2015/129053A1 |
This invention provides a scour protection method for a monopile type of foundation of an offshore wind generation facility to prevent scour from occurring. The scour protection method for the foundation of the offshore wind generation f...
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WO/2015/129060A1 |
A foundation pile construction method, wherein the method includes: setting steps (S13, S14) for setting a plurality of expansion ratios (ω) representing the proportion of the inside diameter of an expansion excavation unit (5) relative...
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WO/2015/127959A1 |
The present invention suggests an at least partially removable anchor device (1;13) that comprises at least one tension member (4) or a plurality of tension members (4) and one or several induction generating devices (2). The induction g...
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WO/2015/126215A1 |
The present invention is to provide a concrete pile using a fiber reinforcing material comprising: a plurality of main reinforcing bars formed at certain intervals in the longitudinal direction; fiber reinforcing materials in the form of...
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WO/2015/123707A1 |
The invention relates to an anchoring device (1) having a plurality of threads of different inclinations, through which threaded rods (4) can be screwed, said plurality of threads being arranged in a shared block (3) made of a cast mater...
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WO/2015/122731A1 |
The present invention concerns: a construction method for the reinforcement of pile foundation ground by using a tip-diameter-expanding pile, whereby it is possible to reinforce the foundation ground of the pile by rotating and cutting a...
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WO/2015/118666A1 |
This screw-in-type steel pipe pile is configured by attaching a plurality of steel plates (20a, 20b) along the peripheral direction of a cylindrical steel pipe (10) so as to be inclined with respect to a direction orthogonal to the axial...
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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/2015/118665A1 |
In this screw-in-type steel pipe pile, a plurality of steel plates (20a, 20b) formed by splitting, into substantially fan-like shapes, a circular steel plate having an external diameter greater than that of a cylindrical steel pipe (10),...
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WO/2015/114218A1 |
The invention relates to a bending moment resistant construction element, a bending moment resistant joint (3) and to a tubular construction component (2). The bending moment resistant joint (3) between a first pipe (2) and a second pipe...
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WO/2015/114219A1 |
The invention relates to a rock shoe and a pile. The pile (2) comprises a first end (3) provided with the rock shoe (1) and a second end. The rock shoe (1) comprises a base plate (10) having a lower surface (14) faced away from the pile ...
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WO/2015/110580A1 |
The invention relates to a tower structure (10) for a wind turbine (12), comprising a tower shaft (14), which has a shaft cross-section (16) and a longitudinal axis (A), as well as a plurality of guying elements (18, 20) which are inclin...
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WO/2015/109930A1 |
A pre-tensioned centrifugal concrete pile provided with a steel strand comprises a concrete pile body (1) and a steel reinforcement cage. The steel reinforcement cage comprises a pre-stressed main reinforcement, a stirrup (4) and end pla...
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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/2015/106950A1 |
A strand compression anchor (10) comprises a compression anchor base element (12), a tensile strand (14) or a plurality of tensile strands (14), and at least one casing tube (18) in which the tensile strand (14) or at least one of the te...
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WO/2015/107816A1 |
This fixture for consecutively connecting assembled steel sheet piles comprises: a guiding section that has the same shape as a fitting section of an assembled steel sheet pile; a first positioning section that is in sliding contact with...
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WO/2015/108146A1 |
Provided is a method that is for constructing a cast-in-place concrete pile that increases tip support force, peripheral surface friction, and withdrawal resistance by burying gaps in the concrete pile peripheral surface by placing an ex...
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WO/2015/097484A1 |
The invention provides a pre-cast concrete pile comprising an elongated concrete body that has an outer surface which extends from a proximal end face of the concrete body to a distal end face of the concrete body. The proximal end face ...
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WO/2015/099433A1 |
The present invention relates to a concrete pile connector comprising an upper pile having an upper connecting plate and a lower pile having a lower connecting plate, and the purpose of the present invention is to provide a concrete pile...
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WO/2015/083807A1 |
Provided is a joint structure for a steel pipe pile that coaxially connects a first steel pipe pile and a second steel pipe pile and wherein: an outer fitting valley section is formed so that the plate thickness thereof increases the clo...
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WO/2015/085051A1 |
An anchor for stabilizing an object includes an anchor block having a body portion, a pair of wing portions extending from the body portion, and a coupling-channel located in the body portion. The coupling-channel is configured to couple...
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WO/2015/079724A1 |
The objective of the present invention is to provide a welding apparatus allowing preparations for welding to be performed simply and quickly, and enabling welding with good precision even when the ground is uneven. The present invention...
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WO/2015/075480A1 |
A method of forming a sheet pile wall comprising cold reforming a Z-shape pile or a U-shape pile and connecting a plurality of reformed steel piles so as to form a sheet pile wall having at least one engagement section, the engagement se...
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WO/2015/071932A1 |
[Problem] To provide a joining member that can be easily welded to a steel sheet pile and allows the steel sheet pile to be reused after being disassembled and that can maintain a wide range of joint angles. [Solution] This joining membe...
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WO/2015/072850A1 |
According to the invention there is provided a ground plug for stabilizing a dike, comprising a plug front end suitable for being driven into a dike, and an elongate plug body, wherein said plug body is provided with a pressure distribut...
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WO/2015/070779A1 |
A pile mixing machine transmission, comprising a motor (1), a decelerator (2), a coupler (3), a transmission shaft (4), a reversing gearbox (5), an internal drill stem shaft (6) and an external drill stem rotating sleeve (7); the motor (...
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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/2015/060714A1 |
A water-permeable, sand-stopping sheet pile wall is applied to the inside of a dike. The sheet pile wall is constructed modularly of elements with a frame containing a suspended geotextile and with profiled coupling sections on two verti...
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WO/2015/058555A1 |
Disclosed is a pile-forming method for a compound extruded and expanded pile, comprising using a compound extrusion and expansion drilling tool of pile-forming equipment for a compound extruded and expanded pile to drill, extrude and exp...
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WO/2015/050207A1 |
This continuous wall installation method comprises: a step for connecting a continuous wall installation jig having a guide portion with the same shape as a fitting portion of a steel sheet pile such that the guide portion is continuous ...
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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/2015/044627A1 |
The present invention relates to fasteners such as scewbolts in general and to anchor bolts in particular. Anchor bolts are used in a number of industries, particularly the construction industry, where a fastening is required to fix anot...
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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/2015/048175A1 |
A soldier pile wall for shoring an excavation site includes a plurality of drilled shafts drilled along an edge of the excavation site, a plurality of soldier piles, each of the plurality of soldier piles being positioned within a respec...
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WO/2015/042635A1 |
An embodiment of the anchor (1) includes a body (2) extending between a leading end (3) and a trailing end (4). A burrowing formation (5) is disposed at the leading end. A drive receiving formation (18) extends longitudinally along a pro...
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WO/2015/043776A1 |
A pile casing comprising a hollow that extends through an entire length of the pile casing, wherein the pile casing is manufactured of a first material selected from the group consisting of a polymer material and a composite material com...
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WO/2015/032716A1 |
The invention relates to a method for determining the radius of a pile in the ground that can be produced by means of a jet-grouting process, comprising the steps of: introducing at least one level-measuring stick into the ground; sinkin...
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