Method and apparatus for forming piles in place

• US 6,264,402 B1
• Filed: 12/30/1997
• Issued: 07/24/2001
• Est. Priority Date: 12/26/1995
• Status: Expired due to Term

• Current Assignee: Vickars Developments Company Limited
• Original Assignee: Vickars Developments Company Limited
• Inventors: Vickars, Jeremiah Charles Tilney, Vickars, Robert Alfred, Toebosch, Gary Matheus
• Primary Examiner(s): Bagnell, David
• Assistant Examiner(s): MAYO-PINNOCK, TARA LEIGH
• Application Number:
  US09/000,722
• Time in Patent Office: 1,302 Days
• Field of Search: 405/232, 405/233, 405/237, 405/239, 405/241, 405/244, 405/249, 405/251, 521/691.3, 521/699, 527/411.5, 527/421.4
• US Class Current: 405/239
• 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
• CPC Class Codes: E21B 7/26 Drilling without earth removal, e.g. with self-propelled burrowing devices E21B7/30 takes precedence

Abstract

A method for making piles and apparatus for practising the method of the invention are disclosed. The invention may be used to support the foundation of a structure, such as a building. The method draws one or more soil displacing members on a shaft down through a body of soil by turning a screw at the lower end of the shaft. The soil displacing members force 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 methods of the invention may be used to make stepped piers at much lower cost than existing methods. The invention provides methods for coating the screw portion of a screw pier with grout to protect the screw from the action of corrosive soils and to reinforce helical screws.

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 proximate a first end thereof and a first soil displacing member projecting radially outwardly from the shaft at a location spaced toward a second end of the shaft from the screw;

(b) placing said screw in soil and turning said shaft to draw said screw into the soil thereby causing said screw to pull said first soil displacing member through the soil, thereby clearing soil from a cylindrical region surrounding said shaft;

(c) either during or after said step (b) filling said cylindrical region with a fluid grout; and

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

2. The method of claim 1 wherein said step of filling said cylindrical region with fluid grout comprises providing a bath of fluid grout around said shaft at a point where said shaft enters the soil and allowing fluid grout from said bath of fluid grout to flow into said cylindrical region as said screw is turned.

3. A method for forming a pile, said method comprising:

(a) providing a screw pier comprising a shaft having a screw proximate a first end thereof and a first soil displacing member projecting radially outwardly from the shaft at a location spaced toward a second end of the shaft from the screw;

(b) placing said screw in soil and turning said shaft to draw said screw into the soil thereby causing said screw to pull said first soil displacing member through the soil, thereby clearing soil from a cylindrical region surrounding said shaft;

(c) either during or after said placing said screw of (b) filling said cylindrical region with a fluid grout; and

,

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

wherein said filling said cylindrical region with fluid grout comprises providing a bath of fluid grout around said shaft at a point where said shaft enters the soil and allowing fluid grout from said bath of fluid grout to flow into said cylindrical region as said screw is turned and said first soil displacing member comprises a flange projecting radially outwardly from said shaft.

4. The method of claim 3 wherein said screw pier comprises a plurality of disks projecting generally perpendicularly to said shaft at locations spaced apart along said shaft on a first side of said first soil displacing member away from said screw wherein said plurality of disks is drawn through said cylindrical region during said placing said screw of (b).

5. The method of claim 4 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 a diameter of a largest one of said one or more disks.

6. The method of claim 3 wherein said flange comprises a disk concentric with said shaft.

7. The method of claim 6 wherein said disk is oriented essentially perpendicularly to said shaft.

8. The method of claim 7 wherein said disk is generally planar.

9. The method of claim 8 wherein said disk is dished.

10. A method for forming a pile, said method comprising:

(a) providing a screw pier comprising a shaft having a screw proximate a first end thereof and a first soil displacing member projecting radially outwardly from the shaft at a location spaced toward a second end of the shaft from the screw;

(b) placing said screw in soil and turning said shaft to draw said screw into the soil thereby causing said screw to pull said first soil displacing member through the soil, thereby clearing soil from a cylindrical region surrounding said shaft;

(c) either during or after said placing said screw of (b) filling said cylindrical region with a fluid grout; and

,

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

further comprising encasing at least a root portion of the screw by;

(a) after said screw has reached a desired point and before allowing said fluid grout to solidify, removing soil from a volume surrounding at least a root portion of said screw by holding said shaft against longitudinal motion, turning said screw in a first sense and forcing a fluid grout under pressure into said volume; and

,

(b) allowing said grout in said volume to harden, thereby encasing surfaces of said screw in a protective layer of solidified grout.

11. The method of claim 10 wherein said fluid grout is forced under pressure in to said volume while said screw is rotating.

12. The method of claim 10 wherein, said fluid grout is forced under pressure into said volume by forcing said fluid grout under pressure through a longitudinal channel within said shaft and directing said grout in to said volume through apertures in a wall of said shaft.

13. The method of claim 10 comprising loosening the soil in said volume before said removing the soil from said volume by repeatedly turning said screw through one or more revolutions and reversing the direction of rotation of said screw.

14. The method of claim 10 wherein rotating said screw in said first sense tends to screw said screw into said soil and displace soil from said volume toward said first soil displacing member.

15. The method of claim 14 wherein said first soil displacing member comprises at least one angled paddle, said step of removing soil from a volume surrounding said screw comprising rotating said first soil displacing member in said first sense wherein said angled paddle pushes soil displaced toward said first soil displacing member by said screw radially outwardly of said angled paddle.

16. The method of claim 14 wherein said first soil displacing member is located no more than about 8 inches from said screw.

17. The method of claim 10 wherein said screw comprises at least one tab projecting radially outwardly from an outer edge of said screw, said tab loosening soil in a cylindrical shell around said screw and thereby allowing said grout to flow around outer edges of said screw during said step of forcing a fluid grout under pressure into said volume.

18. The method of claim 10 wherein a peripheral edge of said screw is notched.

19. A method for forming a pile, said method comprising:

(a) providing a screw pier comprising a shaft having a screw proximate a first end thereof and a first soil displacing member projecting radially outwardly from the shaft at a location spaced toward a second end of the shaft from the screw;

(b) placing said screw in soil and turning said shaft to draw said screw into the soil thereby causing said screw to pull said first soil displacing member through the soil, thereby clearing soil from a cylindrical region surrounding said shaft;

(c) either during or after said placing said screw of (b) filling said cylindrical region with a fluid grout; and

,

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

wherein said screw pier comprises an additional soil displacing member having a diameter larger than a diameter of said first soil displacing member, said additional soil displacing member located on said shaft toward said second end from said first soil displacing member and said placing said screw of (b) comprises drawing said additional soil displacing member through the soil to increase a diameter of said cylindrical region.

20. The method of claim 19 wherein said diameter of said additional soil displacing member is larger than a diameter of said screw.

21. The method of claim 19 wherein said additional soil displacing member comprises a flange projecting radially outwardly from said shaft.

22. The method of claim 21 wherein said flange comprises a disk concentric with said shaft.

23. The method of claim 22 wherein said first soil displacement member comprises a generally circular flange projecting radially outwardly from said shaft.

24. The method of claim 22 wherein said disk is oriented essentially perpendicularly to said shaft.

25. The method of claim 22 wherein said disk is generally planar.

26. The method of claim 22 wherein said disk is dished.

27. The method of claim 19, wherein said screw pier comprises a plurality of additional soil displacing members having diameters larger than a diameter of said first soil displacing member, said additional soil displacing members at spaced apart locations on the portion of said shaft between said second end and said first soil displacing member, said additional soil displacing members toward said second end having diameters larger than diameters of said additional soil displacing members toward said first soil displacing member and said placing said screw of (b) comprises drawing said additional soil displacing members through the soil to stepwise increase a diameter of said cylindrical region.

28. The method of claim 27 wherein said step of filling said cylindrical region with fluid grout comprises providing a bath of fluid grout around said shaft at a point where said shaft enters the soil and allowing fluid grout from said bath of fluid grout to flow into said cylindrical region as said screw is turned.

29. The method of claim 27 further comprising the steps of encasing at least a root portion of the screw by the steps of:

(a) after said screw has reached a desired point, removing soil from a volume surrounding at least a root portion of said screw by holding said shaft against longitudinal motion, turning said screw in a first sense and forcing a fluid grout under pressure into said volume; and

,

(b) allowing said grout in said volume to harden, thereby encasing surfaces of said screw in a protective layer of solidified grout.

30. A method for forming a pile, said method comprising:

(a) providing a screw pier comprising a shaft having a screw proximate a first end thereof and a first soil displacing member projecting radially outwardly from the shaft at a location spaced toward a second end of the shaft from the screw;

(b) placing said screw in soil and turning said shaft to draw said screw into the soil thereby causing said screw to pull said first soil displacing member through the soil, thereby clearing soil from a cylindrical region surrounding said shaft;

(c) either during or after said placing said screw of (b) filling said cylindrical region with a fluid grout; and

,

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

wherein said shaft comprises a driving tool and an inner shaft extending through a bore in the driving tool and said method comprises allowing said driving tool to enter said cylindrical region while said shaft is turned and removing said driving tool from said cylindrical region before said allowing said fluid grout to solidify.

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

(a) providing a screw pier comprising a shaft having a screw proximate a first end thereof and a first soil displacing member projecting radially outwardly from the shaft at a location spaced toward a second end of the shaft from the screw;

(b) placing said screw in soil and turning said shaft to draw said screw into the soil thereby causing said screw to pull said first soil displacing member through the soil, thereby clearing soil from a cylindrical region surrounding said shaft;

(c) either during or after said placing said screw of (b) filling said cylindrical region with a fluid grout; and

,

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

wherein the providing a screw pier of (a) includes providing a driving tool engageable with a section of the screw pier, the placing said screw of (b) comprises engaging the driving tool with the section of the screw pier, turning the driving tool to cause the screw to turn and allowing the driving tool to extend into the cylindrical region as the screw turns and the method includes withdrawing the driving tool after the placing said screw of (b).

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 one end thereof;

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

(c) when said screw has reached a desired point, removing soil from a volume surrounding said screw by holding said shaft against longitudinal motion and turning said screw;

 

and,

(d) forcing a fluid grout under pressure into said volume and allowing said grout in said volume to harden thereby encasing surfaces of said screw in a protective layer of solidified grout.

33. The method of claim 32 wherein said step (d) comprises rotating said screw as said fluid grout is forced into said volume.

34. The method of claim 32 wherein, in said step (d), said fluid grout is forced under pressure through a longitudinal channel within said shaft and said grout is directed into said volume through apertures in a wall of said shaft.

35. The method of claim 32 comprising the step of loosening the soil in said volume before said step (c) by repeatedly turning said screw through one or more revolutions and then reversing a direction of rotation of said screw.

36. The method of claim 32 further comprising providing a bath of fluid grout around said shaft before said step (c);

wherein said step (a) comprises providing a soil displacing means on said shaft, said step (b) comprises allowing said screw to draw said soil displacing means through the soil, thereby forcing the soil out of a cylindrical region surrounding said shaft and allowing fluid grout from said bath of fluid grout to flow into said cylindrical region; and

said method further comprises the step of allowing said fluid grout in said cylindrical region to solidify, thereby encasing said shaft.

37. A method for forming a pile, the method comprising:

(a) providing a screw pier comprising a shaft, a screw on the shaft and a first soil displacing member coupled to the screw;

(b) placing the screw in soil;

(c) causing the screw to move itself through the soil by turning the shaft and thereby causing the screw to propel the first soil displacing member through the soil, the first soil displacing member clearing soil from a cylindrical region surrounding the shaft;

(d) filling the cylindrical region with a fluid grout either while or after the first soil displacing member clears soil from the cylindrical region; and

,

(e) allowing the fluid grout to solidify, thereby encasing the shaft in solidified grout.

38. The method of claim 37 wherein the cylindrical region has a diameter at least about twice a diameter of the shaft.

39. The method of claim 37 wherein the soil displacing member projects from the shaft for a distance of at least 1 inch.

40. The method of claim 37 wherein said screw pier comprises a plurality of additional soil displacing members projecting outwardly from the shaft at locations spaced apart along the shaft and the plurality of additional soil displacing members is drawn through the cylindrical region during the causing the screw to move itself through the soil.

41. The method of claim 37, wherein the screw pier comprises a plurality of additional soil displacing members having diameters larger than a diameter of the first soil displacing member, the additional soil displacing members at spaced apart locations on the shaft, those additional soil displacing members farther from the first soil displacing member having diameters larger than diameters of the additional soil displacing members closer to the first soil displacing member wherein the causing the screw to move of (c) comprises causing the screw to draw the additional soil displacing members through the soil to stepwise increase a diameter of the cylindrical region.