Patent classifications
E02D7/10
Systems, Devices, and/or Methods for Driving Posts
Certain exemplary embodiments can provide a system comprising a frame, which comprises an outer mast and an inner mast. The outer mast slides along the inner mast. A motor is coupled to the frame. A hydraulic system is coupled to the motor. A jackhammer head is coupled to the outer mast, which outer mast allows the jackhammer head to float up and down on the inner mast as the jackhammer head reciprocates. Thereby vibrations from jackhammer motion substantially do not get transferred to the frame.
Systems, Devices, and/or Methods for Driving Posts
Certain exemplary embodiments can provide a system comprising a frame, which comprises an outer mast and an inner mast. The outer mast slides along the inner mast. A motor is coupled to the frame. A hydraulic system is coupled to the motor. A jackhammer head is coupled to the outer mast, which outer mast allows the jackhammer head to float up and down on the inner mast as the jackhammer head reciprocates. Thereby vibrations from jackhammer motion substantially do not get transferred to the frame.
Accumulator
An apparatus including an accumulator and a drive mechanism. The accumulator includes an energy storage apparatus with a first piston face configured to reversibly compress an energy storage medium and a second piston face forming at least part of an inner surface of a corresponding second fluid chamber reversibly expandable by movement of the second piston face. A third piston face forms at least part of an inner surface of a corresponding third fluid chamber reversibly expandable by the third piston face. The first, second and third piston faces are coupled together.
Accumulator
An apparatus including an accumulator and a drive mechanism. The accumulator includes an energy storage apparatus with a first piston face configured to reversibly compress an energy storage medium and a second piston face forming at least part of an inner surface of a corresponding second fluid chamber reversibly expandable by movement of the second piston face. A third piston face forms at least part of an inner surface of a corresponding third fluid chamber reversibly expandable by the third piston face. The first, second and third piston faces are coupled together.
Piling construction management method
In a piling construction management method a support strength of a hole bottom is measured with a penetration testing device before erecting a piling in a piling hole. The piling is erected in the piling hole when the measurement is at least a prescribed value. The penetration testing device has a knocking block with an integrated penetration shaft and the block is struck by a drive hammer in free-fall. The penetration testing device determines the support strength from the number of impacts required for the penetration shaft to penetrate to a prescribed depth from the hole bottom.
Piling construction management method
In a piling construction management method a support strength of a hole bottom is measured with a penetration testing device before erecting a piling in a piling hole. The piling is erected in the piling hole when the measurement is at least a prescribed value. The penetration testing device has a knocking block with an integrated penetration shaft and the block is struck by a drive hammer in free-fall. The penetration testing device determines the support strength from the number of impacts required for the penetration shaft to penetrate to a prescribed depth from the hole bottom.
Hydraulic impact hammer systems and methods
A hydraulic impact hammer for striking a pile has a main housing, a ram supported, a coupler rod, a conversion housing, a hydraulic actuator, and a ram connector. The hydraulic actuator defines an actuator rod, a lifting head, and a lift connector. The lifting head defines an upper wall and a lower wall. The lift connector attaches the actuator rod to the upper wall of the lifting head. The ram connector attaches the coupler rod to the lower wall of the lifting head. Operation of the hydraulic actuator raises and lowers the ram to strike the pile.
Hydraulic impact hammer systems and methods
A hydraulic impact hammer for striking a pile has a main housing, a ram supported, a coupler rod, a conversion housing, a hydraulic actuator, and a ram connector. The hydraulic actuator defines an actuator rod, a lifting head, and a lift connector. The lifting head defines an upper wall and a lower wall. The lift connector attaches the actuator rod to the upper wall of the lifting head. The ram connector attaches the coupler rod to the lower wall of the lifting head. Operation of the hydraulic actuator raises and lowers the ram to strike the pile.
Pneumatic piling hammer for submersion pilings
A piling hammer is disclosed. The piling hammer includes a sleeve for securely fitting around a top end of a piling, a hammer located on top of the sleeve, a first and second pneumatic cylinder secured to the sleeve and hammer, a first and second valve pneumatically coupled to the first and second pneumatic cylinders, and a pneumatic controller configured for detecting that the hammer is at a bottom position, activating the first and second valves to route pressurized gas from the pressurized gas source to the first and second pneumatic cylinders, thereby causing the hammer to rise upwards, detecting that the hammer is at a top position, activating the first and second valves to expel pressurized gas from the first and second pneumatic cylinders, thereby causing the hammer to strike the sleeve and drive the piling downwards.
Pneumatic piling hammer for submersion pilings
A piling hammer is disclosed. The piling hammer includes a sleeve for securely fitting around a top end of a piling, a hammer located on top of the sleeve, a first and second pneumatic cylinder secured to the sleeve and hammer, a first and second valve pneumatically coupled to the first and second pneumatic cylinders, and a pneumatic controller configured for detecting that the hammer is at a bottom position, activating the first and second valves to route pressurized gas from the pressurized gas source to the first and second pneumatic cylinders, thereby causing the hammer to rise upwards, detecting that the hammer is at a top position, activating the first and second valves to expel pressurized gas from the first and second pneumatic cylinders, thereby causing the hammer to strike the sleeve and drive the piling downwards.