Piling apparatus having rotary drive

• US 7,494,299 B1
• Filed: 10/21/2003
• Issued: 02/24/2009
• Est. Priority Date: 11/14/2000
• Status: Active Grant

• Current Assignee: Michael Whitsett
• Original Assignee: Michael Whitsett
• Inventors: Whitsett, Michael
• Primary Examiner(s): Safavi; Michael
• Application Number:
  US10/690,489
• Time in Patent Office: 1,953 Days
• Field of Search: 405/233, 405/236, 405/244, 405/249, 405/251, 405/252.1, 405/253, 405/254
• US Class Current: 405/254
• CPC Class Codes: E02D 5/38 making by use of mould-pipes or other moulds
• CPC Class Codes: E02D 5/52 Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
• CPC Class Codes: E02D 5/54 Piles with prefabricated supports or anchoring parts; Anchoring piles E02D5/44 takes precedence; ground anchors E02D5/80; anchored foundations E02D27/50
• CPC Class Codes: E02D 5/72 Pile shoes
• CPC Class Codes: E02D 7/28 Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes E02D13/08 takes precedence

Abstract

An in-situ pile apparatus 10 includes a helical anchor to which a plurality of elongated generally cylindrically shaped sections can be added. Each of the sections has a specially shaped end portion for connecting to another section. An internal drive is positioned in sections inside the bore of each of the connectable pile sections. The internal drive includes enlarged sections that fit at the joint between pile sections. In one embodiment, the internal drive can be removed to leave a rod behind that defines reinforcement for an added material such as concrete. The rod also allows for a tension rod connection from the anchor tip to an upper portion attachment point.

Claims

1. A multi-section pile apparatus, comprising:

a. a lowermost anchor that is configured to be driven into a soil mass by rotation, the anchor having a solid shaft and a helically threaded vane portion attached thereto;

b. a plurality of pile sections that are connectable end-to-end at non-annular joint portions, the pile sections and joint portions having hollow bores, a lowermost of the pile sections being connectable to a top of the anchor, wherein the pile sections have end portions that are shaped to fit a squared end portion of another pile section in telescoping fashion and wherein each of the pile sections carries a plurality of circumferentially spaced radially extending soil displacement ribs;

c. a rotary drive means for transmitting rotational force to the pile sections and the anchor, said drive means comprising drive members that fit is inside end portions of the pile sections; and

d. wherein the joint portions are configured with non-annular surfaces that enable torque to be transmitted from the rotary drive to the pile sections.