A hydraulic breaking hammer and method of supporting a percussion piston is provided. The breaking hammer includes a percussion device provided with a reciprocating piston. The piston is supported on a frame at its end portions by a first piston bearing element and a second piston bearing element. The second piston bearing element includes a collar sealing element facing towards a working collar of the piston. The piston bearing elements are easily mountable and dismountable separate components.

A hydraulic breaking hammer and method of supporting a percussion piston is provided. The breaking hammer includes a percussion device provided with a reciprocating piston. The piston is supported on a frame at its end portions by a first piston bearing element and a second piston bearing element. The second piston bearing element includes a collar sealing element facing towards a working collar of the piston. The piston bearing elements are easily mountable and dismountable separate components.

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.

In a machine for driving screw anchors and other foundation components, a desired embedment depth is calculated based on a minimum required embedment depth, work point height and length of available upper leg sections. Once calculated, the machine automatically drives the screw anchor to the depth so that one of the available upper leg lengths will fit between the driven screw anchor and apex truss hardware. If uplift is detected during driving, the machine will add additional embedment depth. In-situ validation of driven screw anchors may be performed after the embedment depth is reached.

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.

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.

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.

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.

A mechanical hammer that includes a support and an elongated member. The support defines a linear guide track. The elongated member is laterally confined by the support while being movable back and forth along the linear guide track between an extended position extending from the support and a retracted position relatively retracted within the support. A rack and pinion drive assembly is provided to selectively drive the elongated member along the linear guide track.

A mechanical hammer that includes a support and an elongated member. The support defines a linear guide track. The elongated member is laterally confined by the support while being movable back and forth along the linear guide track between an extended position extending from the support and a retracted position relatively retracted within the support. A rack and pinion drive assembly is provided to selectively drive the elongated member along the linear guide track.