Method and apparatus for forming piles in-situ

• US 5,707,180 A
• Filed: 12/26/1995
• Issued: 01/13/1998
• Est. Priority Date: 12/26/1995
• Status: Expired due to Term

• Current Assignee: Vickars Developments Company Limited
• Original Assignee: Vickars Developments Company Limited
• Inventors: Toebosch, Gary, Vickars, Jeremiah Charles Tilney, Vickars, Robert Alfred
• Primary Examiner(s): Graysay, Tamara L.
• Assistant Examiner(s): Mayo, Tara L.
• Application Number:
  US08/577,967
• Time in Patent Office: 749 Days
• Field of Search: 405/233, 405/239, 405/248, 405/232, 405/237, 405/241, 405/249, 405/244
• US Class Current: 405/233
• CPC Class Codes: E02D 5/36 making without use of mouldpipes or other moulds
• CPC Class Codes: E02D 5/46 making in situ by forcing bonding agents into gravel fillings or the soil consolidating soil in general E02D3/12
• CPC Class Codes: E21B 10/44 Bits with helical conveying portion, e.g. screw type bits; Augers with leading portion or with detachable parts E21B10/42 takes precedence

Abstract

The invention provides a method for making piles and apparatus for practising the method. The piles may be used to support the foundation of a structure, such as a building. The method draws a soil displacer on a shaft down through a body of soil by turning a screw at the lower end of the shaft. The soil displacer forces soil out of a cylindrical region around the shaft. The cylindrical region is filled with grout to encapsulate and strengthen the shaft. The grout may be fed by gravity from a bath of grout around the shaft. The soil displacer has a diameter smaller than a diameter of the screw and may be a disk extending in a plane generally perpendicular to the shaft.

Claims

1. A method for forming a pile, said method comprising the steps of:

(a) providing a screw pier comprising a shaft having a screw at one end thereof and a soil displacing means on said shaft spaced apart from said screw, said soil displacing means having a diameter smaller than a diameter of said screw;

(b) placing said screw in soil and turning said shaft to draw said screw downwardly into the soil;

(c) providing a bath of fluid grout around said shaft;

(d) continuing to turn said shaft to draw said soil displacing means downwardly through the soil, thereby forcing the soil out of a cylindrical region surrounding said shaft;

(e) allowing fluid grout from said bath of fluid grout to flow into said cylindrical region; and

,

(f) allowing said fluid grout to solidify, thereby encasing said shaft.

2. The method of claim 1 wherein said soil displacing means comprises a disk on said shaft.

3. The method of claim 2 wherein said screw pier comprises a plurality of disks projecting generally perpendicularly to shad shaft at locations spaced apart along said shaft above said soil displacing means.

4. The method of claim 3 wherein all of said plurality of disks have substantially equal diameters.

5. The method of claim 1 wherein said grout comprises a polyfibre reinforced grout.

6. The method of claim 1 further comprising the step of lowering a tubular casing into said cylindrical region immediately behind said soil displacing means.

7. A method for forming a pile, said method comprising the steps of:

(a) providing a screw pier comprising;

a shaft having a screw at one end thereof;

a soil displacing means comprising a disk on said shaft and spaced apart from said screw; and

one or more disks having substantially equal diameters and projecting generally perpendicularly to said shaft at locations spaced apart along said shaft above said soil displacing means, said soil displacing means having a diameter smaller than a diameter of said screw;

(b) placing said screw in soil and turning said shaft to draw said screw downwardly into the soil;

(c) providing a bath of fluid grout around said shaft;

(d) continuing to turn said shaft to draw said soil displacing means downwardly through the soil, thereby forcing the soil out of a cylindrical region surrounding said shaft;

(e) allowing fluid grout from said bath of fluid grout to flow into said cylindrical region; and

,

(f) allowing said fluid grout to solidify, thereby encasing said shaft;

wherein said bath of fluid grout comprises a quantity of fluid grout in a casing surrounding an upper portion of said shaft, said casing having a lower end in the soil and having a diameter larger than said diameter of said one or more disks.

8. A method for forming a pile, said method comprising the steps of:

(a) providing a screw pier comprising;

a shaft having a screw at one end thereof;

a soil displacing means comprising a disk on said shaft and spaced apart from said screw; and

one or more disks having substantially equal diameters and projecting generally perpendicularly to said shaft at locations spaced apart along said shaft above said soil displacing means, said soil displacing means having a diameter smaller than a diameter of said screw;

(b) placing said screw in soil and turning said shaft to draw said screw downwardly into the soil;

(c) providing a bath of fluid grout around said shaft;

(d) continuing to turn said shaft to draw said soil displacing means downwardly through the soil, thereby forcing the soil out of a cylindrical region surrounding said shaft;

(e) allowing fluid grout from said bath of fluid grout to flow into said cylindrical region; and

,

(f) allowing said fluid grout to solidify, thereby encasing said shaft;

wherein at least some of said one or more disks are apertured around their periphery.

9. A method for forming a pile, said method comprising the steps of:

(a) providing a screw pier comprising;

a shaft having a screw at one end thereof;

a soil displacing means comprising a disk on said shaft and spaced apart from said screw; and

one or more disks having substantially equal diameters and projecting generally perpendicularly to said shaft at locations spaced apart along said shaft above said soil displacing means, said soil displacing means having a diameter smaller than a diameter of said screw;

(b) placing said screw in soil and turning said shaft to draw said screw downwardly into the soil;

(c) providing a bath of fluid grout around said shaft;

(d) continuing to turn said shaft to draw said soil displacing means downwardly through the soil, thereby forcing the soil out of a cylindrical region surrounding said shaft;

(e) allowing fluid grout from said bath of fluid grout to flow into said cylindrical region; and

,

(f) allowing said fluid grout to solidify, thereby encasing said shaft;

further comprising the step of inserting lengths of reinforcing material into apertures in said one or more disks during said step of drawing said soil displacing means downwardly through the soil and allowing said lengths of reinforcing material to be drawn downwardly into said cylindrical region.

10. The method of claim 9 wherein said lengths of reinforcing material overlap in spaces between adjacent ones of said one or more disks.

11. The method of claim 9 further comprising the step of winding a length of reinforcing material in a spiral around said shaft thereby forming a spiral of reinforcing material which is drawn downwardly into said cylindrical region with said soil displacement means.

12. The method of claim 11 wherein said step of winding a length of reinforcing material in a spiral around said shaft comprises winding a length of reinforcing material in a spiral around said shaft as said shaft is turned.

13. The method of claim 9 wherein said reinforcing material comprises steel reinforcing bar.

14. The method of claim 13 wherein, after said step of allowing said grout to solidify, said reinforcing bar is completely encased in said grout.

15. The method of claim 14 wherein said grout comprises a polyfibre reinforced grout.

16. A method for forming a pile, said method comprising the steps of;

(a) providing a screw pier comprising;

a shaft having a screw at one end thereof;

a soil displacing means comprising a disk on said shaft and spaced apart from said screw; and

one or more disks having substantially equal diameters and projecting generally perpendicularly to said shaft at locations spaced apart along said shaft above said soil displacing means, said soil displacing means having a diameter smaller than a diameter of said screw;

(b) placing said screw in soil and turning said shaft to draw said screw downwardly into the soil;

(c) providing a bath of fluid grout around said shaft;

(d) continuing to turn said shaft to draw said soil displacing means downwardly through the soil, thereby forcing the soil out of a cylindrical region surrounding said shaft;

(e) allowing fluid grout from said bath of fluid grout to flow into said cylindrical region; and

,

(f) allowing said fluid grout to solidify, thereby encasing said shaft;

further comprising the step of winding a length of reinforcing material in a spiral around said shaft as said shaft is turned, thereby forming a spiral of reinforcing material which is drawn downwardly into said cylindrical region with said soil displacement means.

17. A method for forming a pile, said method comprising the steps of:

(a) providing a screw pier comprising a shaft having a screw at a lower end thereof and soil displacing means on said shaft above said screw and spaced apart from said screw, said soil displacing means having a diameter smaller than a diameter of said screw;

(b) placing said screw in soil and turning said shaft to draw said screw downwardly into the soil;

(c) continuing to turn said shaft to cause said screw to draw said soil displacing means downwardly through the soil, thereby forcing the soil out of a cylindrical region surrounding said shaft;

(d) filling said cylindrical region with fluid grout during or after said step of drawing said soil displacing means downwardly through the soil; and

,

(e) allowing said grout to solidify, thereby encasing said shaft in a column of solidified grout.

18. The method of claim 17 wherein said soil displacing means comprises a disk on said shaft, said disk extending in a plane generally perpendicular to said shaft.

19. The method of claim 18 wherein said step of filling said cylindrical region with fluid grout comprises forcing said fluid grout through a tubular passage in said shaft and into said cylindrical cavity through at least one aperture in a wall of said shaft.

20. The method of claim 19 wherein said screw pier comprises a plurality of said disks at spaced apart locations along said shaft and said fluid grout is forced into said cylindrical region through at least one aperture between each pair of adjacent disks.

21. The method of claim 17, wherein said shaft of said screw pier comprises a plurality of sections and said step of turning said shaft to draw said disk downwardly through the soil comprises adding sections at a top end of said shaft as said shaft is drawn downwardly.

22. The method of claim 17 wherein said step of filling said cylindrical region with grout comprises providing a pipe extending into said cylindrical region and pumping fluid grout through said pipe.

23. A method for forming a pile, said method comprising the steps of:

(a) providing a screw pier comprising a shaft having a screw at a lower end thereof and soil displacing means on said shaft above said screw and spaced apart from said screw, said soil displacing means having a diameter smaller than a diameter of said screw;

(b) placing said screw in soil and turning said shaft to draw said screw downwardly into the soil;

(c) continuing to turn said shaft to cause said screw to draw said soil displacing means downwardly through the soil, thereby forcing the soil out of a cylindrical region surrounding said shaft;

(d) filling said cylindrical region with fluid grout during or after said step of drawing said soil displacing means downwardly through the soil; and

,

(e) allowing said grout to solidify, thereby encasing said shaft in a column of solidified grout

wherein said step of filling said cylindrical region with grout comprises surrounding said shaft with a bath of grout at a point where said shaft enters the soil and allowing said grout to flow into said cylindrical cavity behind said soil displacement means as said soil displacement means is drawn downwardly through the soil by said screw.

24. The method of claim 23 wherein said soil displacing means comprises a disk on said shaft, said disk extending in a plane generally perpendicular to said shaft.

25. The method of claim 24 wherein said bath of grout has a diameter larger than said disk.

26. The method of claim 25 wherein said screw pier comprises a plurality of disks on said shaft and said step of filling said cylindrical region with grout comprises drawing said disks downwardly through said bath of grout by turning said screw.

27. The method of claim 26 comprising the step of replenishing said grout bath with measured volumes of said grout as said disk is drawn downwardly through the soil.

28. The method of claim 24 further comprising the step of lowering a tubular casing into said cylindrical region immediately behind said disk.

29. The method of claim 28 wherein said disk has a flange of diameter greater than said tubular casing projecting from an edge of said disk and said tubular casing is lowered in contact with said flange.

30. The method of claim 23 wherein said soil displacing means comprises a disk on said shaft, said disk extending in a plane generally perpendicular to said shaft, said bath of grout has a diameter larger than said disk and wherein, as said soil displacement means is drawn downwardly through the soil by said screw, said grout in said cylindrical region is maintained in fluid communication with said grout in said grout bath so that a hydrostatic pressure of said grout in said cylindrical region is sufficiently high to resist motion of the soil into said cylindrical region.

31. A method for forming a pile, said method comprising the steps of:

(a) providing a screw pier comprising a shaft having a screw at a lower end thereof and soil displacing means on said shaft above said screw and spaced apart from said screw, said soil displacing means having a diameter smaller than a diameter of said screw;

(b) placing said screw in Boil and turning said shaft to draw said screw downwardly into the soil;

(c) continuing to turn said shaft to cause said screw to draw said soil displacing means downwardly through the soil, thereby forcing the soil out of a cylindrical region surrounding said shaft;

(d) filling said cylindrical region with fluid grout during or after said step of drawing said soil displacing means downwardly through the soil; and

,

(e) allowing said grout to solidify, thereby encasing said shaft in a column of solidified grout

wherein said shaft of said screw pier comprises a plurality of sections and said step of turning said shaft to draw said soil displacing means downwardly through the soil comprises adding sections at a top end of said shaft as said shaft is drawn downwardly and joints between said shaft sections are larger in diameter than sections of said shaft intermediate said joints and said step of adding sections to said shaft comprises sliding disks onto said shaft below said joints.

32. A method for forming a pile, said method comprising the steps of:

(a) providing a screw pier comprising a shaft having a screw at a lower end thereof and soil displacing means on said shaft above said screw and spaced apart from said screw, said soil displacing means having a diameter smaller than a diameter of said screw;

(b) placing said screw in soil and turning said shaft to draw said screw downwardly into the soil;

(c) continuing to turn said shaft to cause said screw to draw said soil displacing means downwardly through the soil, thereby forcing the soil out of a cylindrical region surrounding said shaft;

(d) filling said cylindrical region with fluid grout during or after said step of drawing said soil displacing means downwardly through the soil; and

,

(e) allowing said grout to solidify, thereby encasing said shaft in a column of solidified grout;

wherein said step of filling said cylindrical region with grout comprises providing a pipe extending into said cylindrical region and pumping fluid grout through said pipe and said pipe extends through an aperture in at least one disk on said shaft above said soil displacing means, said at least one disk extending in a plane generally perpendicular to said shaft.

33. A screw pier for making a grout encased pile, said pier comprising:

(a) an elongated shaft;

(b) a screw at a first end of said shaft; and

(c) a generally planar disk on said shaft, said disk projecting generally perpendicularly to said shaft, said disk having a diameter smaller than a diameter of said screw.

34. The screw pier of claim 33 comprising a plurality of generally parallel generally planar disks at spaced apart locations along said shaft.

35. A screw pier for making a grout encased pile, said pier comprising:

(a) an elongated shaft;

(b) a screw at a first end of said shaft;

(c) a disk on said shaft, said disk projecting, generally perpendicularly to said shaft, said disk having a diameter smaller than a diameter of said screw; and

(d) a plurality of generally parallel disks at spaced apart locations along said shaft

wherein said shaft comprises a plurality of sections connected by joints, said joints between said shaft sections are larger in diameter than intermediate portions of said shaft intermediate said joints and said disks are slidably mounted on said intermediate portions between pairs of said joints.

36. A screw pier for making a grout encased pile, said pier comprising:

(a) an elongated shaft;

(b) a screw at a first end of said shaft;

(c) a disk on said shaft, said disk projecting generally perpendicularly to said shaft, said disk having a diameter smaller than a diameter of said screw; and

(d) a plurality of generally parallel disks at spaced apart locations along said shaft

wherein one or more of said disks nearest a second end of said shaft are fenestrated.

37. A screw pier for making a grout encased pile, said pier comprising:

(a) an elongated shaft;

(b) a screw at a first end of said shaft;

(c) a soil displacement disk on said shaft, said soil displacement disk projecting generally perpendicularly to said shaft, said soil displacement disk having a diameter smaller than a diameter of said screw; and

(d) a plurality of generally parallel disks at spaced apart locations along said shaft;

wherein said shaft comprises a plurality of sections connected by joints and said plurality of generally parallel disks are each mounted on one of said intermediate portions between a pair of said joints.