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An improved pile hammer provides a cylinder, such as one with a uniform interior diameter wall and uses a piston ram to cycle up and down therein to contact an anvil on a downstroke. The anvil preferably provides a cavity to both lessen the weight and improve upward force on the ram for the upstroke

An improved pile hammer provides a cylinder, such as one with a uniform interior diameter wall and uses a piston ram to cycle up and down therein to contact an anvil on a downstroke. The anvil preferably provides a cavity to both lessen the weight and improve upward force on the ram for the upstroke. An air inlet is preferably located above an air outlet which was not possible with prior art designs. An air reservoir can be located above and external to the wall in the cylinder.

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1. A pile hammer comprising: an exterior cylinder having a uniform interior diameter at an interior wall and an air inlet located above an air outlet;a ram having internal ports which cycles internal to the exterior cylinder;an anvil connected to the exterior cylinder and contacted by the ram to app

1. A pile hammer comprising: an exterior cylinder having a uniform interior diameter at an interior wall and an air inlet located above an air outlet;a ram having internal ports which cycles internal to the exterior cylinder;an anvil connected to the exterior cylinder and contacted by the ram to apply downward force to an object;wherein said ram cycles within the exterior cylinder with the application of a fluid force under pressure provided through the air inlet causing the ram to move upwardly until vented through the internal ports of the ram to the outlet at which time the ram descends downwardly until contacting the anvil and then while in communication with the inlet, being directed upwardly to repeat a cycle. 2. The pile hammer of claim 1 further comprising a first fluid reservoir in the exterior cylinder radially external to the interior wall. 3. The pile hammer of claim 1 wherein at least about 50 psi of the fluid force is required to move the ram upwardly. 4. The pile hammer of claim 1 further comprising a round cross section fluid reservoir above the ram. 5. The pile hammer of claim 1 wherein the anvil further comprises a cavity upwardly directed towards the ram. 6. The pile hammer of claim 5 wherein a volume of the cavity is at least about ⅓ of a volume of the anvil. 7. The pile hammer of claim 6 wherein the volume of the cavity at least about ½ the volume of the anvil. 8. The pile hammer of claim 1 wherein the ram gravitates to contact with the anvil upon removal of the fluid force to prevent air lock. 9. The pile hammer of claim 1 wherein the ram is integrally formed with a piston. 10. The pile hammer of claim 1 wherein the ports in the ram proceed through side walls of the ram to communicate with fluid below the ram. 11. The pile hammer of claim 10 further comprising seals above and below the ports sealing against the interior wall of the cylinder. 12. A pile hammer comprising: an exterior cylinder having a interior diameter at an interior wall, an air inlet and an air outlet;a piston ram having internal ports proceeding through side walls of the piston ram to communicate with fluid below the piston ram;an anvil connected to the cylinder at a bottom of the cylinder and contacted by the ram to apply downward force to an object, said anvil having an internal cavity of at least ⅓ the volume of the anvil opening towards the piston ram;wherein said ram cycles within the exterior cylinder with the application of a fluid force under pressure provided through the air inlet causing the ram to move upwardly until vented through the internal ports of the ram to the outlet at which time the ram descends downwardly until contacting the ram and then while in communication with the inlet, being directed upwardly to repeat a cycle. 13. The pile hammer of claim 12 wherein the air inlet is located above the air outlet. 14. The pile hammer of claim 12 further comprising a fluid reservoir in the cylinder is sufficient for at least cycle and a half when pressurized at an operating pressure. 15. The pile hammer of claim 14 wherein the operating pressure is at least about 50 psi. 16. The pile hammer of claim 15 wherein a starting pressure of about 90 psi is required to initially move the piston ram upwardly to begin the cycle. 17. The pile hammer of claim 12 wherein the interior wall of the cylinder has a constant interior diameter. 18. The pile hammer of claim 12 wherein the ram gravitates to contact with the anvil upon removal of the fluid force to prevent air locking. 19. The pile hammer of claim 12 further comprising seals above and below the ports of the piston ram sealing against the interior wall of the cylinder. 20. The pile hammer of claim 12 further comprising a first fluid reservoir in the exterior cylinder radially external to the interior wall.