| Document |
Document Title |
|
WO/2020/201854A1 |
A drill including a drill flight where the drill flight changes angle from a primary flight angle (A1) to a secondary flight angle (A2).
|
|
WO/2020/201719A1 |
The present application describes a fixation device (100) comprising an elongate and hollow inner sleeve (102) rotatable about a longitudinal axis (120) and having at least one first cutting element (114) at an open distal end region (10...
|
|
WO/2020/198807A1 |
The invention relates to the provision of bases for poles, such as wooden utility poles and like supports used for holding electric distribution and transmission lines, and methods of providing or replacing the bases of existing poles (p...
|
|
WO/2020/197061A1 |
The present invention relates to installation of a subterranean underwater structure using a geotextile mold made of geotextiles and a method for constructing same. The purpose of the present invention is to secure safety in the foundati...
|
|
WO/2020/192821A1 |
The invention relates to a pile foundation drilling device having a cantilever (12) with rotary drive (13) arranged on a leader (11) so as to be height-displaceable in the drilling direction (Z), having a drill pipe connection (14) below...
|
|
WO/2020/191916A1 |
Disclosed are an anchorage device with anchoring force graded early warning and reciprocating flexible deformation yielding characteristics, and a method therefor. The anchorage device mainly comprises a yielding main body (1), a primary...
|
|
WO/2020/184283A1 |
A steel pipe pile (10) that is provided with a steel pipe body (11), and plate-shaped drilling bits (12) attached to an end surface of the steel pipe body (11) at an angle with respect to a tangent to the circumferential direction of the...
|
|
WO/2020/184282A1 |
A steel pipe pile (10) that is provided with a steel pipe body (11), and plate-shaped drilling bits (12) attached to an end surface (11E) of the steel pipe body (11) at an angle (θ) with respect to a tangent to the circumferential direc...
|
|
WO/2020/168765A1 |
The present invention relates to the technical field of prestressed anti-floating anchor rod construction. Disclosed is a pre-tensioning and post-anchoring construction method for a prestressed anti-floating anchor rod, characterized by ...
|
|
WO/2020/171209A1 |
This high-strength electric-resistance-welded steel pipe is such that: the outside diameter of the steel tube is 60.3-318.5 mm inclusive; the ratio of the wall thickness of the steel tube and the outside diameter of the steel tube is 0.0...
|
|
WO/2020/169916A1 |
Disclosed is a sheath (15) for producing a reinforced concrete pile (100), characterized in that the sheath (15) is formed by at least one circular knit (10) comprising a succession of meshes (4) disposed in a helix so as to form a tube.
|
|
WO/2020/168766A1 |
The present utility model relates to the technical field of prestressed anti-floating anchor rod construction, and disclosed is a pre-tensioned post-anchored-type prestressed anti-floating anchor rod structure, comprising a prestressed a...
|
|
WO/2020/168219A1 |
An anchor and railing assembly for anchoring a baluster or balustrade to both outdoor and indoor structures, such as raised, generally flat or angled roof-like structures or indoor stairs or floors, which includes an anchor baseplate wit...
|
|
WO/2020/167268A1 |
The present invention relates to a multi-purpose anchor reinforcement apparatus developed to prevent anchor rope from being released from the concrete mass and to ensure it is kept in the center along the well. The invention relates to a...
|
|
WO/2020/166607A1 |
Provided are a pile joint, a pile link structure, and a pile link method that can rigidly unify piles to be linked. A joint (10) to link two piles (12) comprises a cylindrical body (16) into which a pile (12) provided with a key (14) on ...
|
|
WO/2020/167243A1 |
The present invention discloses an apparatus (100) for tracing pile set during pile driving of a pile (150) comprising: a panel (110) for attaching to the pile (150); a rotatable holding mechanism (120) with remotely controllable functio...
|
|
WO/2020/158186A1 |
Provided is a steel sheet pile joining method in which a joint of a second steel sheet pile suspended from a crane is fit into a joint of a first steel sheet pile driven into the ground, wherein the steel sheet pile joining method compri...
|
|
WO/2020/151347A1 |
The present utility model relates to the technical field of prestressed anchors and disclosed is a prefabricated prestressed anchor structure, comprising a drilled hole and a core placed inside the drilled hole. The core comprises multip...
|
|
WO/2020/151348A1 |
The present invention relates to the technical field of prestressed anchor rod construction, and discloses a prefabricated prestressed anchor rod construction method, which comprises a core body and a template, wherein the core body comp...
|
|
WO/2020/147975A1 |
The invention relates to a vibrator assembly for improving foundation soil, comprising: a lock, which has a silo tube and a lock drive for moving the lock, the lock being designed to receive bulk material and to conduct the bulk material...
|
|
WO/2020/150748A1 |
An annulus excavation tool that would surround the decayed pole or pile and hydraulically excavate the annulus around the pole down to -2.0' via a jetting manifold. A vacuum/tremie manifold is selectively coupled to a vacuum source to re...
|
|
WO/2020/149269A1 |
Provided is a curable water-swelling waterstop material, which is friendly to the environment and to workers, has excellent adhesiveness to metal, and has sufficient swelling rate and swollen body membrane strength; also provided are a w...
|
|
WO/2020/139148A1 |
A reinforced concrete pile with unstressed reinforcement, which is manufactured in formwork for subsequent lowering into the ground, is designed as a modular rectangular three-dimensional frame consisting of a pile frame formed of longit...
|
|
WO/2020/133992A1 |
Disclosed are a pile-bottom grouting cavity and a method for using same, and a cast-in-place pile body and a method for constructing same. The pile-bottom grouting cavity comprises: a grouting capsule, having an expansion state in which ...
|
|
WO/2020/138860A1 |
The present invention relates to a method for constructing an annular foundation, the annular foundation being installed underwater so as to provide a space for cofferdam construction, the method comprising: a support pile connection ste...
|
|
WO/2020/128935A1 |
The present invention relates to a method for manufacturing foundations for uprights (1) by using metal sheets (2) embedded by vibration or by percussion comprising the steps of: a. arranging at least two sheets (2), each sheet (2) being...
|
|
WO/2020/132407A1 |
A blindside waterproofed building foundation system and method of forming the same are provided. The system includes a lagging wall, a monolithic waterproof layer adjacent to the lagging wall, and a foundation layer adjacent to the monol...
|
|
WO/2020/127792A1 |
A yoke plate assembly for mooring a floating object in a body of water by means of a pair mooring lines, includes an assembly plate for mechanically coupling to an anchor body, an elongated yoke plate with a centre thereof pivotally conn...
|
|
WO/2020/128466A1 |
A pile (270) within a bore (110) comprises a column (250). The column (250) comprises a stack of a plurality of pile sections (300) arranged end-to-end within the bore (110). There is a cured material (260) between at least a part of an ...
|
|
WO/2020/129622A1 |
Provided is a combined steel sheet pile that comprises: a steel sheet pile; a shaped steel member that has a longitudinal direction matching the steel sheet pile; a plurality of steel sheet pile side coupling members that are arranged in...
|
|
WO/2020/117039A1 |
The present invention relates to an interlock (1) of a sheet pile is presented in a form of hook. The hook comprises a hook tip (2) followed by an engaging section (4) and a stem (6). The engaging section (4) together with the hook tip (...
|
|
WO/2020/117143A2 |
The invention provides that the pistons on the fortification made to the desired size with the joining of the module integrated with one another, developed for being used in underground mines move the parts connected to the pistons by st...
|
|
WO/2020/112053A2 |
The invention is related to multiple friction joint pile connection construction system to construct; shallow and deep foundations for structures, tie beam construction between footings, passive piles to prevent slope failures beam on el...
|
|
WO/2020/099496A1 |
The invention relates to a method for forming consolidated combined binder-soil bodies, in particular elongated bodies, in particular for forming excavation pit enclosures by jet grouting, comprising the steps of inserting, in particular...
|
|
WO/2020/101502A1 |
Ground-anchored foundation for a mobile flood protection arrangement and flood protection arrangement for attachment to a ground-anchored foundation, as well as method for anchoring a mobile flood protection arrangement, more specificall...
|
|
WO/2020/097747A1 |
A pile grouting machine for engineering construction, comprising a nut tensioner assembly (15), a pipe extractor assembly (14), a pipe stand assembly (3), a water spraying mechanism assembly (28), a swing angle amplitude variation telesc...
|
|
WO/2020/098041A1 |
Disclosed is a cement steel pipe pile, comprising a pile body (1), wherein the pile body (1) is a hollow pipe body, a pile cap (2) is arranged above the pile body (2), the pile cap (2) has a feed inlet (21) reserved thereon, a pile shoe ...
|
|
WO/2020/098993A1 |
The invention relates to a method for producing a sealing base in the ground, in which a multiplicity of sealing bodies which are adjacent to one another or overlap is produced in a first ground layer by means of injection of a curable i...
|
|
WO/2020/095134A1 |
The invention relates to an apparatus for testing structural installation integrity of a reinforcing anchor (14) installed within a host body (10) after it is filled with a grouting material, comprising a first and second conductor which...
|
|
WO/2020/094923A1 |
The invention relates to a pile joint, which comprises a first concrete pile (1), a second concrete pile (2), and a coupling system (4) therebetween for connecting and locking the concrete piles relative to each other. The coupling syste...
|
|
WO/2020/083642A1 |
A panel element for the renovation and/or erection of sheet pile walls (20) has a carrier element (1). The carrier element (1) has a cover surface (2) made of a thermoelastic plastic and hollow structures (3, 4, 5, 6) which are permanent...
|
|
WO/2020/086459A1 |
A pile includes a shaft; and a soil displacement head or a helical blade with a leading edge and a trailing edge, operatively connected to a first end of the shaft; the shaft having deformations formed thereon to provide a gripping inter...
|
|
WO/2019/090116A9 |
A helical pile including a heat exchanger is described. The pile is formed from a lead section and one or more extension sections. The interior of the lead and extension sections are hollow and form a heat exchanger cavity. At the lower ...
|
|
WO/2020/080964A1 |
A ground anchor having a head and anchoring elements in the form of pipes or rods, wherein the ground anchor comprises an anchor head (5) which has a polygon or an ellipse cross-section, the upper part of which is open or closed with at ...
|
|
WO/2020/078160A1 |
A construction joint structure in deep-excavation reverse construction, comprising an upper wall (11), a lower wall (12), connection components, and impermeable components. The bottom surface of the upper wall (11) and the top surface of...
|
|
WO/2020/076152A2 |
The present invention relates to a device for pushing four piles into the ground or into a seabed in a square configuration or in a diamond configuration, the device comprising: - a bridge assembly which defines a first, second, third an...
|
|
WO/2020/072015A1 |
The invention is related to a prestressed reinforced concrete pipe pile (1) which may be used in place of bored piles under land structures and which particularly carries the structures founded on the sea such as piers, bridges, platform...
|
|
WO/2020/073046A2 |
A hybrid offshore wind turbine includes a monopile, friction wheel, and suction bucket.
|
|
WO/2020/067894A2 |
When repairing or reinforcing a wooden pole (1) that is at least partly present under water (3), first, a casing (5) is arranged around an affected part (7) of the pole. Subsequently, on the underside of the casing, the space (9) between...
|
|
WO/2020/062940A1 |
A grouting consolidation method for a full casing borehole guide prefabricated pile, comprising the following steps: S1, driving a drilling rig carrying a casing (1) to perform borehole construction, the borehole construction being perfo...
|
