Pier tool and method of use

• US 10,640,944 B2
• Filed: 07/27/2018
• Issued: 05/05/2020
• Est. Priority Date: 07/28/2017
• Status: Active Grant

• Current Assignee: PPI Engineering & Construction Services, LLC
• Original Assignee: PPI Engineering & Construction Services, LLC
• Inventors: Thomas, Ronald D., Williamson, Tommy L.
• Primary Examiner(s): Kreck, Janine M
• Application Number:
  US16/047,480
• Publication Number:
  US 20190032296A1
• Time in Patent Office: 648 Days
• CPC Class Codes: E02D 3/08 by inserting stones or lost bodies, e.g. compaction piles sand drains for soil compaction E02D3/10; stressing soil while forming foundations E02D27/28
• CPC Class Codes: E02D 5/36 making without use of mouldpipes or other moulds
• CPC Class Codes: E02D 5/44 with enlarged footing or enlargements at the bottom of the pile
• CPC Class Codes: E02D 7/06 Power-driven drivers tampers E02D3/061
• CPC Class Codes: E02D 7/18 Placing by vibrating vibrators for soil compacting E02D3/046

Abstract

A pier tool, includes: a tubular body having an uphole end and a downhole end and defining a flow path therethrough and a tamping head disposed within the flow path of the tubular body and defines tamping surface on a downhole side of the tamping head A method for forming a pier includes assembling a pier tool mandrel, a pier tool mandrel including the pier tool and forming a rammed aggregate pier using the pier tool mandrel.

Claims

1. A pier tool, comprising:

a tubular body having a threaded uphole end and a threaded downhole end and defining a flow path therethrough; and

a tamping head disposed within the flow path of the tubular body and defining a tamping surface on a downhole side thereof and an off-center aperture therethrough.

2. The pier tool of claim 1, wherein the tamping head furthermore defines a teardrop-shaped uphole surface on an uphole side of the tamping head, the uphole surface having a narrow end and a wide end, the uphole surface being:

orientated at an angle relative to the radial axis of the tubular body, the narrow end being uphole of the wide end; and

curved convexly relative to the downhole end of the tubular body.

3. The pier tool of claim 2, wherein the tubular body defines a port uphole of uphole surface.

4. The pier tool of claim 2, wherein the tamping surface is flat.

5. The pier tool of claim 1, wherein the tamping surface is flat.

6. The pier tool of claim 1, wherein the tamping head is affixed to the tubular body by welding.

7. The pier tool of claim 1, wherein the tubular body defines a port uphole of an uphole surface of the tamping head on the uphole side thereof.

8. A pier tool mandrel for forming a rammed aggregate pier, comprising:

a tubular body having an uphole and a downhole end and defining a flow path therethrough; and

a tamping head disposed within the flow path of the tubular body and defining a tamping surface on a downhole side thereof and an off-center aperture therethrough; and

a driving shoe disposed on the downhole end of the most downhole pipe piece.

9. The pier tool mandrel of claim 8, wherein the tamping head furthermore defines a teardrop-shaped uphole surface on an uphole side of the tamping head, the uphole surface having a narrow end and a wide end, the uphole surface being:

orientated at an angle relative to radial axis of the tubular body, the narrow end being uphole of the wide end; and

curved convexly relative to the downhole end of the tubular body.

10. The pier tool mandrel of claim 9, wherein the tubular body defines a port uphole of uphole surface.

11. The pier tool mandrel of claim 9, wherein the tamping surface is flat.

12. The pier tool mandrel of claim 8, wherein the tamping surface is flat.

13. The pier tool mandrel of claim 8, wherein the uphole and downhole ends are threaded.

14. The pier tool mandrel of claim 8, wherein the tubular body defines a port uphole of an uphole surface of the tamping head on the uphold side thereof.

15. The pier tool mandrel of claim 8, further comprising a second pier tool disposed between two pieces of pipe and at least one pipe piece apart from the first pier tool.

16. The pier tool mandrel of claim 15, wherein the radial orientation of the second pier tool is offset from that of the first pier tool.

17. The pier tool mandrel of claim 16, wherein the radial orientation offset is 180°

.

18. A method for forming a pier, comprising:

assembling a pier tool mandrel, the pier tool mandrel comprising;

at least a pair of pipe pieces;

a pier tool disposed between the pair of pipe pieces, the pier tool further comprising;

a tubular body threaded at the uphole and downhole ends thereof and defining a flow path therethrough; and

a tamping head disposed within the flow path of the tubular body and defining a tamping surface on a downhole side thereof and an off-center aperture therethrough; and

a driving shoe disposed on the downhole end of the most downhole pipe piece;

forming a bore in the earth;

depositing aggregate into the bore through the pier tool mandrel;

ramming the aggregate, the driving force of the ramming being delivered by the pier tool;

lifting the pier tool mandrel a predetermined distance; and

repeating depositing, ramming, and lifting until the surface is reached.

19. The method of claim 18, wherein assembling the pier tool mandrel includes welding the pipe pieces to the tamping head.

20. The method of claim 18, wherein assembling the pier tool mandrel includes threadably engaging the pipe sections and the tamping head.

21. The method of claim 18, wherein assembling the pier tool mandrel includes assembling the pier tool mandrel on site.

22. The method of claim 18, further comprising injecting air into the pier tool mandrel to facilitate the flow of the aggregate within the mandrel.

23. The method of claim 18, wherein injecting air into the pier tool mandrel includes injecting air into the pier tool mandrel at the pier tool to facilitate the flow of aggregate across an uphole surface of the tamping head.

24. The method of claim 18, wherein forming the bore includes driving the pier tool mandrel into the earth to a predetermined depth to form the bore.