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Patent Searching and Data


Matches 1,051 - 1,100 out of 31,840

Document Document Title
WO/1997/005334A1
There is disclosed a method of continuous flight auger piling and a continuous flight auger rig (1), wherein an auger (2) is applied to the ground so as to undergo a first, penetration phase and a second, withdrawal phase, and wherein th...  
WO/1997/000145A1
In order to make a contaminated site which has been sealed off by sheet piling or sheeting walls so suitable for building purposes that foundation piles can be placed therein, casing (10) are placed in the ground to a depth at which the ...  
WO/1996/035845A1
A modular assembly for creating formwork for casting vertical concrete structures is characterized by elongated, generally concave elements (1) which are disposed in edge to edge relationship in two facing rows (4, 5 and 6, 7), and which...  
WO/1996/032544A1
Method and arrangement for anchorage in the soil by means of a ground anchor (1) in the form of a tube (2) in which at least two axial slots (3a, 3b) are arranged along at least one region of a tube wall in a part of the tube which is to...  
WO/1996/032543A1
An apparatus (10) for consolidating earth and anchor setting device. The apparatus includes a vertical support (52), a plurality of spaced media consolidation plates (112) swingably mounted to the vertical support, a rib (122) disposed a...  
WO/1996/029483A1
The invention concerns a loop-shaped anchorage or retaining element (1) for anchoring, reinforcing, securing or keeping assembled structural or mechanical parts, construction elements, structures or parts thereof, or for introducing at l...  
WO/1996/027050A1
A structural joint for piles, columns and like structural members comprises first and second end-fittings for the respective structural members to be joined. The first end-fitting has a central socket (10) and a second end-fitting a cent...  
WO/1996/023934A1
A rod material for an earth anchor comprising a roughened FRP rod covered with a film or wrapped spirally with a string member, such as a tape, so that an outer surface of the tape becomes substantially flush with that of the rod. The fi...  
WO/1996/024006A1
The profile walls consist of limbs (1, 2, 3, 4, 5, 6) which form a polygonal spiral of at least 360�. The profiled bar (9) can slot into an identical profiled bar (19) which has undergone rotation of 180� about the profiles' longitud...  
WO/1996/023118A1
A ground fixing (40) comprises an elongate stem (42) having a helical flange (44) at its lower end, and a plate (46) at its upper end. The fixing (40) is secured in the ground by screwing it until the plate (44) engages and compresses th...  
WO/1996/022426A1
A flotation system for a building (300) is disclosed including a watertight basement (540) having a unitary piece of concrete forming the floor and walls (615) of the watertight basement (540). Rollers (610) are attached to the watertigh...  
WO/1996/018001A1
An inner cylinder (2), through which a tremie pipe (16) for concrete pouring can be inserted freely, is surrounded by an outer cylinder (3) with a predetermined space therebetween, and a cap body (A) in the form of a dual cylinder is for...  
WO/1996/016233A1
A hollow, cylindrical pier foundation (10) is constructed of cementitious material (68) poured in situ between inner (12) and outer (14) corrugated metal pipe shells. The foundation is formed within a ground pit (16) and externally and i...  
WO/1996/014475A1
A process and device are disclosed for laying deep foundations, such as pile foundations, subterraneous curtains or foundations with prefabricated parts. The device has a motor-driven cutter with at least one cutting head and means for e...  
WO/1996/012068A1
Device for anchoring the foundation of a structure in the ground comprising an anchor (1) and a pull line (8) along an axis (ZZ'), the end (19) of a terminal portion (18) thereof being integral with a fastener (9) secured to the body of ...  
WO/1996/011074A1
A hazardous waste barrier system for preventing the generally lateral, subterranean migration of certain fluid substances (including both liquid and gaseous fluids) beyond an established perimeter, while providing controlled collection o...  
WO/1996/009442A1
The application describes a method of forming a structure comprising at least one locking bar (B) and at least one structural member (1), at least one flange (2a) of the structural member being formed with alternating first and second fl...  
WO/1996/008606A1
A process for setting a roof bolt by using a self-drilling anchor is characterised in that the drilling anchor bar is coupled by an adapter to a drilling mechanism. A rinsing medium, for example water or air, or a setting medium, for exa...  
WO/1996/006261A1
A device for augering a conical hole in a solid medium that includes a first elongated member (54) extends along a longitudinal axis (x) and a cutting blade (60) having a cutting section (64) and a non-cutting section (66) coupled to the...  
WO/1996/004429A1
A ground anchoring system has a tube anchor (10) with a plurality of ears (12). The ears are biased toward an open position. A lock ring (16) is used to restrain the ears (12) in a closed position while the anchor is being driven into th...  
WO/1996/001927A1
The invention relates to a process for reinforcing a pillar of stabilized soil. According to the invention, at least one reinforcing member (5) is inserted axially into the pillar (7) in connection with the making thereof or after the ma...  
WO/1996/000819A1
A tie rod assembly comprising an element (4), such as a plate, secured onto a tie rod (2) anchored in a wall (1) for construction purposes. The tie rod head (5) has a sleeve (6) fitting over the tie rod (2) and optionally at least one sc...  
WO/1995/035416A1
The present invention relates to an arrangement for increasing the load carrying capacity of a preferably in the ground installed pile (3) or similar including at least one with the pile (3) mainly concentrical tube (5) attached to the p...  
WO1995029780A3  
WO/1995/033907A1
A security system for securing personal property at a beach including two augers is provided. A pair of augers (15, 16, 50, 100) are screwed into the sand. A crossbar (11, 102) placed in loops (13, 14, 56) on the exposed ends of the auge...  
WO/1995/030056A1
Tubular sheet piling includes a piling body (1) of several pipes (10, 11) and sheet portions (12) therebetween, a foot (2) and a ring (3) for injecting grout, the ring (3) is inserted into the pipe (10, 11) at the connection between the ...  
WO/1995/029780A2
A method is disclosed of installing a foundation system for securing the tendons of a TLP to the ocean floor. The foundation system is installed in templateless operations in which a pile is secured to the ocean floor and a tendon recept...  
WO/1995/030057A1
A ground support for stabilising ground by insertion of the support in a bore (13) of the ground employs elongated flexible polymeric tendons (11, 12) to provide the required tensile strength. The tendons (11, 12) extend outward from a h...  
WO/1995/029308A1
A conical anchorage system for anchoring one or several load-carrying, stressed or prestressed tension elements (9) has a conical anchoring sleeve and an anchoring body (7) that fits into the sleeve and retains the tie elements. The cont...  
WO/1995/023896A1
A removable ground anchor. This anchor comprises a cylinder (10), an anchor disassembling cone (20) placed at the center of the cylinder (10) and a plurality of anchor tensioning cones (20') placed about the anchor disassembling cone (20...  
WO/1995/018893A1
The surface of a hydraulic cylinder (2) is enclosed with a cylindrical casing (8). A fluid, preferably a thixotropic dielectric hydrophobic fluid (56) which retains a gel structure when static, has a specific gravity greater than water a...  
WO/1995/018892A1
Apparatus for use in forming a pile, said apparatus comprising an elongate member (10), a helical flight (16) on the elongate member (10) and transmission means (24) to transmit torque to the elongate member and flight. The apparatus can...  
WO/1995/016079A1
A reliable multi-shaft excavating device for forming a linear continuous wall unit comprises three mixing shafts (5A, 5B, 5C) for use in forming in the ground a continuous wall, and a housing (11) for maintaining intervals between said m...  
WO/1995/015419A1
A boring bit portion (34) has left, right and center boring bits (36, 38, 40), as well as left and right plate-like boring bits (42, 44) which are extended between said boring bits. Each boring bit (36, 38, 40) is imparted impact force a...  
WO/1995/014147A1
A ground anchorage device with a post belonging thereto to be used for erecting fences or posts for other purposes comprises an anchorage element (50) and a post (52). The anchorage element (50) is constituted by side elements (54) conne...  
WO/1995/012713A1
The invention relates to ground anchors (10) of the type which are attached to cables and rods and driven into the ground and tilted transversely by tensioning the cable. A ground anchor comprising a body portion (11) having a generally ...  
WO/1995/012712A1
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 (10) comprising a central ...  
WO/1995/012771A1
The invention relates to connecting means of the type used for connecting the end of a tendon or the like to another component. The invention therefore comprises connecting means for connecting a tendon to another component, comprising a...  
WO/1995/012050A1
Ground displacement auger head (1) for making piles (13) in the ground, comprising a tip (12), a displacement body (14) having at least over a lower portion (15) a core diameter increasing in a direction away from said tip (12), and at l...  
WO/1995/011349A1
The present invention provides multi-shaft excavating device for forming a cast in situ diaphragm wall that is capable of forming such a wall of good linearity and is highly reliable. According to the invention, a guide shaft is provided...  
WO/1995/002496A1
An elongated structural member (10) suitable for use as a marine piling includes a continuous, extruded plastic body (12) having rebar (24) disposed within the plastic body and extending in the lengthwise direction of the structural memb...  
WO/1995/002092A1
The invention relates to a method for forming a foundation pile in the ground utilizing a prefabricated pile shaft (15), placed with clearance into a tube (1) screwed into the bearing ground layer, which tube is provided with a screw bla...  
WO/1995/000724A1
One has aimed at providing a rational method for casting a wholly (in full length) or partly (in longitudinal sections) insulated wall or other building component in, preferably reinforced, concrete. Thus, a disposable formwork is used, ...  
WO/1994/023135A1
By making a foot on a cast-in-situ pile, for example an auger pile, the load carrying capacity is increased. An inflatable body (18) made of sheet steel folded in a zigzag pattern is placed in the concrete at the bottom of the pile and i...  
WO/1994/019547A1
An apparatus for cutting soil and constructing subsurface containment barriers, such as for constructing subsurface containment walls or basins around and under contaminated soils, comprises an elongated beam (4) for abutting an extended...  
WO/1994/019548A1
A system of corrosion protection and a method of applying the protection on items to be used or being used in marine environments and otherwise susceptible to the deleterious effects of erosion and/or corrosion. The protection is compris...  
WO/1994/018397A1
Prefabricated components (1) are disclosed for a wall in the ground made up of prefabricated and one-piece sections. The said prefabricated components consist of a reinforcing shell and a concrete body with longitudinal concave grooves (...  
WO/1994/017252A1
A foundation pier (28) for a building structure is formed by making a downhardly converging hole in the ground, for example by hammering or vibrating a conical mandrel (10, 12, 14) into the ground, and filling the hole with concrete (24)...  
WO/1994/016177A1
A ground anchor, for use in anchoring and supporting posts or other structures in the ground, comprises a tubular socket (10) and a twisted flat bar (12). The socket (10) is provided with means (18) to prevent rotation, and the bottom of...  
WO/1994/012763A1
An anchor for boring into a deformable substance which includes an elongate shaft (37) adapted for disposition in the deformable substance is provided. The anchor has proximal and distal end portions and a central longitudinal axis (33)....  

Matches 1,051 - 1,100 out of 31,840