摘要:
A method for improving ground is capable of preventing a clod whose representative size is large from remaining in the ground. The method for improving ground includes cutting a ground by injecting a cutting fluid (e.g. high-pressure water or high-pressure air: including a case where a solidification material is injected) from jet devices, feeding a solidification material, mixing the cut ground, the cutting fluid and the solidification material, and agitating a mixture thereof to form an underground consolidated body. A plurality of nozzles are located at an interval in a vertical direction in the jet devices, and when the cutting fluid is injected, a cutting fluid is injected from an upward nozzle in a downward skewed direction, and a cutting fluid is injected from a downward nozzle in an upward skewed direction.
摘要:
A slotted mandrel is used in displacement pier construction. Longitudinal slots are formed in the sides of the hollow mandrel which allow for the introduction of aggregate efficiently into the mandrel from a hopper through which the mandrel passes while being driven into the ground. Water may also be employed with the aggregate. Once in the ground the mandrel is raised to release the aggregate (and water if present) into the formed hole in lifts and a mandrel head then compacts the aggregate in the hole. This apparatus and method obviates the need for complicated and expensive hoppers that are raised with the mandrel or the use of expensive aggregate delivery systems.
摘要:
A method and a device for introducing a tubular assembly into the soil, which assembly consists of two or more elongated strips with a curved cross-section, made of an elastically flexible material, which strips are unwound from corresponding drums and are being united at adjacent edges when being unwound, and are separated again when being rewound on said drums. The driving force is derived from the rotational movement of said drums. The assembly can be used for introducing drainage tape into the soil, for introducing a sounding probe into the soil, for cutting soil samples and for similar purposes.
摘要:
The invention describes a tubing device of the type operatively connectable to an excavation machine and configured to perform an excavation in the ground contained, at least partially, inside at least one tube segment. The tubing device comprises a base frame, at least one guiding tower for the tube segment, operatively connected to the base frame, and a tube operating unit, operatively connected to the guiding tower. The tube operating unit is slidable along the guiding tower and is provided with engaging means capable of both selectively holding the tube segment, and of transmitting a rotary motion and an axial sliding movement to such a tube segment so as to allow the progressive driving in the ground and subsequent extraction from the ground. The axial sliding movement is guided by the guiding tower and the width of such axial sliding movement is determined by the stroke of the tube operating unit on such a guiding tower and is proportional to at least once the diameter of the tube segment.
摘要:
A method for ground probing includes providing a vibrator arrangement held on a carrier device, designed to penetrate the ground, and comprising a vibrator motor; inserting the vibrator arrangement into the ground, to a pre-determined depth; and determining a ground profile of the ground as the vibrator arrangement is inserted. The determination of the ground profile comprises the measurement of at least one operating parameter of the vibrator arrangement during the insertion into the ground, and the ground profile comprises a respective ground parameter for at least two different ground depths.
摘要:
A pile consisting of a tapered bottom section of polygon-shaped steel tubing and a top cylindrical section of steel tubing spliced together to form a composite pile, which, after being driven, is filled with concrete.
摘要:
A drill unit for forming a column in ground which includes an outer drill and a concentric inner drill, where attached to the outer drill there is at least one drill tooth which includes a first face, a second face and a base face wherein:—the first face and the second face are immediately adjacent one another and are coterminous at a first edge and a second edge;—the base face is the face closest to, or coterminous with, the first terminal end;—all faces, except the base face, are independently coterminous with the base face; and extend away from the base face in the same direction;—at least part of the at least one drill tooth extends away from the first terminal end to terminate at the second edge;—the second edge is the edge of the at least one tooth that is most longitudinally distant from the first terminal end;—the first face further includes a first alpha edge, where the first alpha edge is an edge of the first face opposite the first edge;—a line joining the first edge and the first alpha edge, where the first face and the base face are coterminous, a first face alignment line, is at an angle of φ to a perpendicular extending from the first outside surface;—the second face further includes a second alpha edge which is an edge of the second face opposite the first edge; and—a line joining the first edge and the second alpha edge, where the second face and the base face are coterminous, a second face alignment line, is at an angle of θ to a tangent on the first outside surface; such that, when in use forming the column, the first edge is configured to be a leading edge.
摘要:
A slotted mandrel is used in displacement pier construction. Longitudinal slots are formed in the sides of the hollow mandrel which allow for the introduction of aggregate efficiently into the mandrel from a hopper through which the mandrel passes while being driven into the ground. Water may also be employed with the aggregate. Once in the ground the mandrel is raised to release the aggregate (and water if present) into the formed hole in lifts and a mandrel head then compacts the aggregate in the hole. This apparatus and method obviates the need for complicated and expensive hoppers that are raised with the mandrel or the use of expensive aggregate delivery systems.
摘要:
Piles or subterranean pile walls are produced by using a pack of parallel tubes, composed of filling tubes closed at the bottom and of collecting tubes open at the bottom, which pack of tubes is driven into the earth, the filling tubes displacing the earth to the side and later being filled with concrete. The collecting tubes collect a part of the earth, thereby enabling its removal, the amount of removed earth being adjusted by pressure air acting on top of the earth cores in the collecting tubes.
摘要:
This relates to couplings for pipes, especially boring pipes, where there is a requirement for a coupling which can be easily released yet provides for one pipe to be locked so as not to be able to rotate with respect to the other and also where the coupling is provided with a sealed joint, the coupling is made by intermeshing teeth or cogs on the ends of the pipes, the teeth being trapezoidally shaped so as to provide improved locking between the adjacent pipes; annular sealing rings may be provided on the inside of the teeth, the rings may have a seal between each other or between a ring and next of the adjacent pipe; an annular fastening ring is provided to fit in a recess formed circumferentially around the teeth.