Patent classifications
E02D7/18
VIBRATION EXCITATION DEVICE AND ARC-VIBRATION TYPE TUBULAR PILE DRIVING AND PULLING MACHINE
A vibration excitation device comprises an input shaft, eccentric blocks and eccentric torque output shafts. The input shaft can drive the eccentric torque output shafts to rotate, and the eccentric blocks sleeve the outer sides of the eccentric torque output shafts. The eccentric blocks on the eccentric torque output shafts synchronously rotate along with rotation of the eccentric torque output shafts and generate a centrifugal force. The centrifugal forces of the eccentric blocks on one pair of exactly opposite eccentric torque output shafts are equal in magnitude and opposite in direction, but each pair of centrifugal forces forms a force couple. The magnitude and direction of the torque of each force couple periodically change based on the sine function rule over time, and under the action of the torques of the two pairs of force couples, the vibration excitation device generates an arc vibration in a horizontal direction.
VIBRATION EXCITATION DEVICE AND ARC-VIBRATION TYPE TUBULAR PILE DRIVING AND PULLING MACHINE
A vibration excitation device comprises an input shaft, eccentric blocks and eccentric torque output shafts. The input shaft can drive the eccentric torque output shafts to rotate, and the eccentric blocks sleeve the outer sides of the eccentric torque output shafts. The eccentric blocks on the eccentric torque output shafts synchronously rotate along with rotation of the eccentric torque output shafts and generate a centrifugal force. The centrifugal forces of the eccentric blocks on one pair of exactly opposite eccentric torque output shafts are equal in magnitude and opposite in direction, but each pair of centrifugal forces forms a force couple. The magnitude and direction of the torque of each force couple periodically change based on the sine function rule over time, and under the action of the torques of the two pairs of force couples, the vibration excitation device generates an arc vibration in a horizontal direction.
Resonance-Enabled Drills, Resonance Gauges, and Related Methods
Provided herein is a resonance-enabled drill, comprising a housing; one or more force generators chosen from one or more voice coil actuators, one or more eccentrics driven by one or more electric motors, or combinations thereof; one or more sonic heads coupled to the one or more force generators; a plurality of springs coupling the housing to the one or more sonic heads; and a drill rod disposed on its proximal end to the one or more sonic heads. Also provided is a gauge for a sonic drill configured to display information to an operator, for example indicating to the operator when the drill is on or near resonance. Further provided are methods for selecting a resonance frequency in a sonic drill.
Method and kit for manufacturing foundations for uprights by using sheets embedded by vibration or by percussion
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 provided with position adjustment means with respect to a connection element (5) between the sheet (2) itself and a connector (3) between the sheet (2) and upright (1); b. arranging a connector (3) between the sheet (2) and upright (1), adapted to be integrally connected to said upright (1) and provided with position adjustment means with respect to a connection element (5) between the sheet (2) and the connector (3) itself; c. arranging at least one connection element (5) between each sheet (2) and the connector (3), each connection element (5) being provided with first position adjustment means, adapted to adjust the position thereof with respect to the sheet (2) and second position adjustment means, adapted to adjust the position thereof with respect to the connector (3); d. arranging a centering system (4) for the sheets (2), which can be associated operationally with an embedding machine; e. embedding said sheets (2) into the ground by vibro-embedding or by percussion, with the aid of the centering system (4); f. positioning the connector (3) in the design position, adjusting the relative position between: —each sheet (2) and each connection element (5) by means of said position adjustment means of the sheet (2) and said first position adjustment means of the connection element (5); —each connection element (5) and the connector (3) by means of said position adjustment means of the connector (3) and said second position adjustment means of the connection element (5); g. locking such positions. The present invention also relates to a corresponding kit and to a centering system for sheets 2 adapted to be vibro-embedded or embedded by percussion.
Method and kit for manufacturing foundations for uprights by using sheets embedded by vibration or by percussion
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 provided with position adjustment means with respect to a connection element (5) between the sheet (2) itself and a connector (3) between the sheet (2) and upright (1); b. arranging a connector (3) between the sheet (2) and upright (1), adapted to be integrally connected to said upright (1) and provided with position adjustment means with respect to a connection element (5) between the sheet (2) and the connector (3) itself; c. arranging at least one connection element (5) between each sheet (2) and the connector (3), each connection element (5) being provided with first position adjustment means, adapted to adjust the position thereof with respect to the sheet (2) and second position adjustment means, adapted to adjust the position thereof with respect to the connector (3); d. arranging a centering system (4) for the sheets (2), which can be associated operationally with an embedding machine; e. embedding said sheets (2) into the ground by vibro-embedding or by percussion, with the aid of the centering system (4); f. positioning the connector (3) in the design position, adjusting the relative position between: —each sheet (2) and each connection element (5) by means of said position adjustment means of the sheet (2) and said first position adjustment means of the connection element (5); —each connection element (5) and the connector (3) by means of said position adjustment means of the connector (3) and said second position adjustment means of the connection element (5); g. locking such positions. The present invention also relates to a corresponding kit and to a centering system for sheets 2 adapted to be vibro-embedded or embedded by percussion.
SELF-CONTAINED SOIL STABILIZATION SYSTEM
A self-contained soil stabilization system may include a chassis, at least one motor coupled to the chassis configured to actuate a locomotor configured to move the chassis, and a hopper disposed on the chassis and configured to contain a payload configured to stabilize soil. The payload may be deployed from the hopper to stabilize soil in a target soil stabilization area. In some embodiments, the payload may be a chemical soil stabilization agent, a pile, or a sheet pile.
Method for Anchoring a Hollow Tubular Element in a Water Bottom, and Assembly of the Tubular Element and a Closing Body
Described is a method for anchoring a hollow tubular element in a water bottom. An upper outer end of the tubular element is first closed substantially airtightly by a closing body. The tubular element with closing body is taken up from a vessel with a lifting means and lowered into the water in a substantially vertical position. Air in the tubular element with closing body is here compressed and the pressure in the tubular element with closing body increases. The weight of the tubular element with closing body suspended from the lifting means is then adjusted by allowing the air to escape at least partially and/or suctioning the air away at least partially to below atmospheric pressure. The pressure in the tubular element with closing body decreases and the tubular element with closing body penetrates into the water bottom under the weight. Finally, the closing body is removed and the tubular element is optionally driven further into the water bottom with a pile-driving means.
Method for Anchoring a Hollow Tubular Element in a Water Bottom, and Assembly of the Tubular Element and a Closing Body
Described is a method for anchoring a hollow tubular element in a water bottom. An upper outer end of the tubular element is first closed substantially airtightly by a closing body. The tubular element with closing body is taken up from a vessel with a lifting means and lowered into the water in a substantially vertical position. Air in the tubular element with closing body is here compressed and the pressure in the tubular element with closing body increases. The weight of the tubular element with closing body suspended from the lifting means is then adjusted by allowing the air to escape at least partially and/or suctioning the air away at least partially to below atmospheric pressure. The pressure in the tubular element with closing body decreases and the tubular element with closing body penetrates into the water bottom under the weight. Finally, the closing body is removed and the tubular element is optionally driven further into the water bottom with a pile-driving means.
Pile Driving Apparatus And Construction Machine
A pile driving apparatus is described that is capable of simultaneously pile driving a plurality of piles. The pile driving apparatus includes a main body that travels by a traveling device, a first pile driver that is connected to the main body and performs pile driving along a vertical direction, and a second pile driver that is connected to the main body and performs pile driving along the vertical direction.
Pile Driving Apparatus And Construction Machine
A pile driving apparatus is described that is capable of simultaneously pile driving a plurality of piles. The pile driving apparatus includes a main body that travels by a traveling device, a first pile driver that is connected to the main body and performs pile driving along a vertical direction, and a second pile driver that is connected to the main body and performs pile driving along the vertical direction.