Methods for the subterranean support of underground conduits
In one exemplary embodiment, curved sheet pile is driven underneath an existing conduit using a pile driver guided hydraulically by an excavator or other heavy machinery. By vibrating the curved sheet piles, the soil is placed in suspension, which allows the piles to be directed through the soil along an arcuate path that has a curvature that substantially matches the radius of curvature of the piles. Once the pile is positioned as desired, each individual pile sheet can be welded to one another to form a unitary structure. In one exemplary embodiment, the curved sheet pile is inserted beneath a conduit using a vibratory pile driver that rotates about a fixed pivot element on an excavator or other heavy machine for positioning the pile driver to advance the curved sheet pile along a fixed arc.
1. A method of inserting curved sheet pile beneath a conduit buried underground, the method comprising the steps of:
providing a first section of curved sheet pile;
providing a pile driver;
connecting the first section of curved sheet pile to the pile driver;
positioning the pile driver and first section of curved sheet pile adjacent to subterranean material supporting a conduit; and
actuating the pile driver to advance the first section of curved sheet pile along an arcuate path and beneath the conduit.
2. The method of claim 1 , further comprising the step of connecting the pile driver to an articulated boom, wherein the pile driver is rotatable relative to the articulated boom.
3. The method of claim 1 , further comprising the steps of:
positioning a beam to extend above the conduit; and
connecting the first section of curved sheet pile to the beam.
4. The method of claim 1 , further comprising the steps of:
providing a second section of curved sheet pile;
connecting the second section of curved sheet pile to the pile driver;
positioning the pile driver and the second section of curved sheet pile adjacent to subterranean material supporting a conduit and adjacent to the first section of curved sheet pile; and
actuating the pile driver to advance the second section of curved sheet pile along an arcuate path to position the second section of curved sheet pile next to the first section of curved sheet pile and beneath the conduit.
5. The method of claim 4 , wherein the step of actuating the pile driver to advance the second section of curved sheet pile further comprises actuating the pile driver to advance the second section of curved sheet pile along the first section of curved sheet pile and to interlock the second section of curved sheet pile with the first section of curved sheet pile.
6. The method of claim 4 , further comprising the steps of:
positioning a beam to extend above the conduit;
connecting the first section of curved sheet pile to the beam; and
connecting the second section of curved sheet pile to the beam.
7. The method of claim 1 , further comprising, after the actuating step, the step of one of installing and repairing a conduit beneath the first section of curved sheet pile.
8. The method of claim 1 , wherein the step of providing a pile driver further comprises providing a pile driver having a clamp, the clamp having a pair of opposing clamp surfaces, at least one of the pair of opposing clamp surfaces actuatable to connect the first section of curved sheet pile to the pile driver.
9. A method of inserting curved sheet pile beneath a conduit buried underground, the method comprising the steps of:
providing a first section of curved sheet pile;
providing a vibratory pile driver;
connecting the first section of curved sheet pile to the pile driver;
positioning the pile driver and first section of curved sheet pile adjacent to subterranean material supporting a conduit; and
actuating the pile driver to vibrate the first section of curved sheet pile and advance the first section of curved sheet pile along an arcuate path to position the curved sheet pile beneath the conduit.
10. The method of claim 9 , wherein the step of providing a vibratory pile driver further comprises providing a pile driver having a clamp, the clamp having a pair of opposing clamp surfaces, at least one of the pair of opposing clamp surfaces actuatable to connect the first section of curved sheet pile to the pile driver.
11. The method of claim 9 , further comprising the step of connecting the pile driver to an articulated boom, wherein the pile driver is rotatable relative to the articulated boom.
12. The method of claim 9 , further comprising the steps of:
positioning a beam to extend above the conduit; and
connecting the first section of curved sheet pile to the beam.
13. The method of claim 9 , further comprising the steps of:
providing a second section of curved sheet pile;
connecting the second section of curved sheet pile to the pile driver;
positioning the pile driver and the second section of curved sheet pile adjacent to subterranean material supporting a conduit and adjacent to the first section of curved sheet pile; and
actuating the pile driver to vibrate the second section of curved sheet pile and advance the second section of curved sheet pile along an arcuate path to position the second section of curved sheet pile next to the first section of curved sheet pile and beneath the conduit.
14. The method of claim 13 , wherein the step of actuating the pile driver to advance the second section of curved sheet pile further comprises actuating the pile driver to advance the second section of curved sheet pile along the first section of curved sheet pile and to interlock the second section of curved sheet pile with the first section of curved sheet pile.
15. The method of claim 13 , further comprising the steps of:
positioning a beam to extend above the conduit;
connecting the first section of curved sheet pile to the beam; and
connecting the second section of curved sheet pile to the beam.
16. The method of claim 9 , further comprising, after the actuating step, the step of one of installing and repairing a conduit beneath the first section of curved sheet pile.