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WO/2016/122215A1 |
The present invention relates to a screw pile for ground reinforcement having a front end expanding reinforcement plate coupled thereto and, more particularly, to a pile for ground reinforcement capable of excavating the ground, comprisi...
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WO/2016/116670A1 |
The invention relates to a device (1) for controlling ballast and mud, for a gravel compacted column produced by a wet process by a boring system provided with a vibrator, comprising: a mud-collecting element (2) defining an inner space ...
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WO/2016/116653A1 |
A cementation pile comprises a longitudinal through-hole (1) and a plurality of through-holes (2) that extend transversely to the longitudinal hole (1) from the longitudinal through-hole (1) to the outer face of the pile, and can additio...
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WO/2016/113121A1 |
The invention relates to a ground anchor with a mounting (1) for a parasol or the like, having a sleeve (8) which is pushed over the mounting (1) and on which stabilizers (9, 10, 11) are mounted that can be folded out in a radial or pref...
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WO/2016/111585A1 |
The present invention does not require a slime removal process because there is little slime generated during excavation, and requires only a small amount of grouting material during the excavation because a grouting solution is mixed wi...
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WO/2016/103313A1 |
The present invention is a steel pipe piling rotation inhibiting structure to inhibit mutual rotation of a first steel pipe piling and a second steel pipe piling that are joined so as to have a common shaft center, wherein: an outer fitt...
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WO/2016/106149A1 |
A connection system for stabilizing an earth wall is disclosed. The system may include a geosynthetic loop assembly partially embedded within a concrete panel. The geosynthetic loop assembly may include a plurality of spaced apart geosyn...
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WO/2016/095144A1 |
A drill pipe (20) for the construction of a belled threaded pile, pile driver (10) having the drill pipe (20), and construction method of the belled threaded pile; the drill pipe (20) comprises an inner pipe (102), an outer pipe (101), a...
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WO/2016/100273A1 |
The present disclosure provides guy wire anchoring brackets, guy wire anchoring kits, and guy wire anchoring systems that effectively reduce the land right-of-way needed to anchor guy wires attached to free standing structures. The guy w...
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WO/2016/095021A1 |
An extendable sleeve system, covering the outside perimeter of a pile, may assist in prevention of the development of adfreeze bonding between frozen soil and the pile and, consequently, may assist in reduction of the adfreeze uplift loa...
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WO/2016/100343A2 |
A foundation including first and second wings, each including first and second wing portions and a bent portion. The first and second wing portions and the bent portion, of each of the first and second wings, are made of a single sheet o...
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WO/2016/092075A1 |
The object of the present invention relates to a method for producing drilled piles, wherein a drilling tool is sunk into the subsoil (28) by applying a drilling torque (48) and a vertical force (50), the drilling tool is then again retr...
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WO/2016/085837A1 |
The present disclosure provides helical pile leads and extensions with closely spaced perimeter shear helical plates that develop a cylindrical failure surface between the perimeter shear helical plates and soil as the helical pile is ro...
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WO/2016/077891A1 |
A construction screw pile including an elongate tubular body having a cutting assembly at a lower end thereof, and at least one helical flight provided on the body and a drive assembly at an upper end of the body to facilitate rotation o...
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WO/2016/074028A1 |
Some embodiments relate to a timber pile for receipt in the ground to support a structure, wherein the pile has a cruciform shape in cross-section. Some embodiments relate to methods of providing a footing involving such piles, methods o...
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WO/2016/065398A1 |
An end coupling for a rock bolt having a shaft having an external thread, the coupling having an axis and the coupling comprising a body having a leading end and a trailing end spaced apart along the axis, a first passage portion extendi...
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WO/2016/064018A1 |
The present invention relates to a method for using a strip type fiber-reinforced material as a soil nail structure, in which a strip type fiber-reinforced material, which is a flexible material, is used as a soil nail structure used for...
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WO/2016/065201A1 |
Tip-grouting tools may include at least one inlet, an outlet in communication with the at least one inlet, and a distribution material defining a tortuous path between the at least one inlet and the outlet. The distribution material may ...
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WO/2016/063910A1 |
This rotary press-in steel pipe pile is provided with: a steel pipe; a first blade formed in a substantially helical manner at the front end side of the steel pipe and formed with a first notch having a notch angle in the circumferential...
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WO/2016/059657A1 |
[Problem] To provide a support post structure that can be constructed with a significant reduction in construction costs and construction time and that allows support posts to be easily replaced within a short time. [Solution] A support ...
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WO/2016/056883A1 |
The invention is applicable in the fields of: a) construction - containing excavations below the groundwater level, watertight basements, total or partial waterproofing after construction, wiring, ducts, visible finishes; b) geotechnics ...
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WO/2016/037202A1 |
The invention relates to a device that can be dismantled and carried, for supporting and retaining balancing straps (1), comprising a strap support (2) and a strap-retaining device (4) that is arranged in the longitudinal direction (1') ...
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WO/2016/025999A9 |
A post mount (1), adapted to be installed in a substrate and releasably receive a post therein, including: a body (2); and an insert (3), adapted to cooperate with the body; wherein, in use, the body is adapted to be driven into the subs...
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WO/2015/130165A9 |
The invention relates to an assembly of a screen panel and a screen driving device for driving the screen panel into the ground, wherein the screen panel comprises parallel coupling edges and a geotextile extending between the coupling e...
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WO/2016/029325A1 |
The present invention relates to a method for producing a concrete body (1) comprising a cavity (3) that is open towards the outside via at least one opening. In said method, a mold core (14) for forming the cavity (3) of the concrete bo...
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WO/2015/154132A9 |
The invention relates to a system for erecting a building structure, the system comprising a foundation for receiving the building structure, and a plurality of inner and outer walls, roof and floor panels, the panels being adapted to en...
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WO/2016/024673A1 |
The present invention relates to a diameter-enlarging system for an expandable pile, comprising: a pile main body; a diameter-enlarging member of which the diameter is enlarged by being coupled to a lower portion of the pile main body; a...
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WO/2016/023292A1 |
A mixing pile machine, comprising at least one drill rod set (103), a transmission shaft (104), a drive device used for driving the transmission shaft (104), at least one first reduction gear set (105) and at least one second reduction g...
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WO/2016/020401A1 |
The invention relates to a device for anchorage in the ground. Said device for anchorage in the ground (10) comprises at least, - one rod (2), - one drill bit (4), attached to a first end part of the rod (16). The device is characterized...
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WO/2016/021781A1 |
The present invention relates to a front-end extendable pile and a construction method therefor, the front-end extendable pile capable of increasing the allowable bearing capacity of a pile by rapidly enlargedly cutting the ground at the...
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WO/2016/021780A1 |
The present invention relates to a front-end extendable pile capable of increasing the allowable bearing capacity of a pile by rapidly enlargedly cutting the ground at the front end of the pile and simultaneously forming a pile expansion...
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WO/2016/021913A1 |
The present invention relates to a device for obtaining a C.G.S injection control chart for seismic retrofitting and controlling quality, the device comprising: a pump unit which injects a grout into the ground in predetermined quantitie...
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WO/2016/013328A1 |
This joint structure for steel pipe piles is used to join a first steel pipe pile and a second steel pipe pile in series and comprises: an externally fitting end that is provided on one end of the first steel pipe pile and that has a plu...
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WO/2016/012463A1 |
A device (1) for anchoring in multilayer soil comprising at least one upper layer (6) and one lower layer (8), said layers (6, 8) being of different hardnesses, said device comprising at least two concentric cylindrical elements: - a hol...
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WO/2016/010308A1 |
Disclosed is a method for curing cement milk on a circumferential surface of a pile at a high speed, the cement milk being filled between the pile and an excavation hole into which the pile is penetrated. The method for curing cement mil...
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WO/2016/009209A1 |
The invention relates to ground anchors of the type which are attached to cables, rods and the like, which are driven into the ground and tilted transversely of the hole by tensioning the cable. A ground anchor (110) comprises: a body po...
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WO/2016/008006A1 |
A jacket assembly (10) for an object such as a concrete, timber or steel structural member (5) such as a pile. The jacket assembly (10) includes: jacket components (20) adapted to extend around the pile (5); spacers (30) extending from e...
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WO/2016/007503A1 |
Embodiments of the present disclosure are directed to reinforced syntactic structures and methods of forming the same to encase an underlying structural substrate for remediation and/or improve structural stability. The reinforced syntac...
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WO/2016/004470A1 |
A method for joining wooden pole segments is disclosed. The method comprises forming a first channel at a joining end within a body of a first wooden pole segment, wherein the first channel extends into the body of the first pole segment...
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WO/2016/001848A1 |
A stone column drill for forming an in ground stone column that includes a column assembly including a drill assembly, where the drill assembly includes a first drill and a second drill, such that the first drill is a tube with a hollow ...
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WO/2016/002700A1 |
[Problem] To easily provide a foundation pile that can easily be given excellent resistance to settling and extraction by usage of general purpose tools or the like after being driven. [Solution] The foundation pile, which comprises a pi...
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WO/2015/200252A1 |
The present invention provides a heat shrinkable protective coating for protecting a substrate from deleterious elements present in environments in which the substrates are deployed and methods and apparatus for manufacturing a heat shri...
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WO/2015/176614A1 |
A construction method of a pressure dispersing expansion head anchor rod, the method comprising: a drill rod conducts rotary jet grouting and cutting drilling in a soil layer to form a water pressure rotary jet grouting and cutting drill...
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WO/2015/178765A1 |
The present invention relates to a tubular foundation element, in particular a pile e.g. a jacket pile, to be installed in a ground formation. The tubular foundation element has at least one open end, typically both ends open, allowing a...
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WO/2015/174737A1 |
The present invention relates to a self-diameter-enlarging pile and a method for constructing same, the self-diameter-enlarging pile allowing the formation of an enlarged pile part and diameter enlargement/cutting by itself without a dia...
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WO/2015/174740A1 |
The present invention relates to a front-end-enlargeable pile and a method for constructing same, the front-end-enlargeable pile being capable of forming an enlarged pile part while swiftly cutting in a diameter-enlarging manner the grou...
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WO/2015/171184A1 |
A piling is supported substantially horizontally upon a carrier including at least two pairs of roller wheels on at least two separate bases spaced from each other and with the piling resting upon the roller wheels. A two part spray head...
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WO/2015/166732A1 |
A steel sheet pile manufacturing method for manufacturing a steel sheet pile formed by mounting a joint onto a spiral steel pipe that is formed by bending belt-shaped steel sheets into a spiral shape and welding adjacent steel sheets tog...
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WO/2015/159445A1 |
A steel sheet pile is characterized in that a workability evaluation coefficient (C) and an economic evaluation coefficient (E) expressed by formulas (18, 19) below satisfy any of the conditions (24 - 28) below when the unit weight of th...
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WO/2015/158169A1 |
A construction process of a pipe pile comprises the following steps: installing a ring-shaped pile shoe (4) provided with a cutting edge (41) on a bottom of a pipe cavity formed between a high-strength plastic outer tube (2) and a high-s...
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