Split Flight Pile Systems and Methods

Abstract

A pile assembly to be driven into the ground comprises an elongate member, a drive member, and a plurality of flight members. The drive member is supported by the elongate member to facilitate axial rotation of the elongate member. The plurality of flight members is supported by the elongate member. Axial rotation of the elongate member causes the plurality of flight members to auger the elongate member into the ground. The flight members are arranged to balance the loads on the elongate member as the elongate member is driven into the ground.

Description

TECHNICAL FIELD

The present invention relates to pile systems and methods and, in particular, to pile systems configured to be augered into the ground.

BACKGROUND

Piles are common driven into the ground to provide support for structures. Depending on the nature of the structure and the nature of ground where structure is to be built, the pile can be configured in a number of different shapes and sizes and can be manufactured of a variety of different materials.

A common pile type is made of cylindrical pipe. Cylindrical pipe piles are relatively in expensive and are commonly driven into the ground using a combination of static and vibrational forces. Certain pipe piles are provided with a drive bit to allow the cylindrical pipe pile to be driven into the ground using axial rotation.

The need exists for improved pipe piles that facilitate the insertion of the pile into the ground.

SUMMARY

The present invention may be embodied as a pile assembly to be driven into the ground comprises an elongate member, a drive member, and a plurality of flight members. The drive member is supported by the elongate member to facilitate axial rotation of the elongate member. The plurality of flight members is supported by the elongate member. Axial rotation of the elongate member causes the plurality of flight members to auger the elongate member into the ground. The flight members are arranged to balance the loads on the elongate member as the elongate member is driven into the ground.

A pile assembly to be driven into the ground comprises an elongate member, a drive member, and a plurality of flight members. The elongate member is hollow and cylindrical elongate member and defines a drive end portion, a driven end portion, and a shaft portion extending between the drive end portion and the driven end portion. The drive member is arranged on the drive end portion of the elongate member to facilitate axial rotation of the elongate member. The plurality of flight members arranged on the driven end portion of the elongate member. Axial rotation of the elongate member causes the plurality of flight members to auger the elongate member into the ground. The flight members are arranged to balance the loads on the elongate member as the elongate member is driven into the ground.

The present invention may also be embodied as a method of driving a pile assembly into the ground comprising the following steps. An elongate member is provided. A drive member is supported on the elongate member. A plurality of flight members is supported on the elongate member. The drive member is engaged to axially rotate the elongate member such that the plurality of flight members auger the elongate member into the ground. The flight members are arranged to balance the loads on the elongate member as the elongate member is driven into the ground.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a perspective view of a first example pile assembly of the present invention;

FIG. 2 is a first side elevation view of the first example pile assembly;

FIG. 3 is a second side elevation view of the first example pile assembly rotated 90 degrees from the first side elevation view;

FIG. 4 is a third side elevation view of the first example pile assembly rotated 90 degrees from the second side elevation view;

FIG. 5 is a fourth side elevation view of the first example pile assembly rotated 90 degrees from the third side elevation view;

FIG. 6 is a side elevation view of a portion of FIG. 2 illustrating an offset between first and second flight members of the first example pile assembly; and

FIG. 7 is a partial, side elevation view of a second example pile assembly having no offset between first and second flight members thereof.

DETAILED DESCRIPTION

Referring initially to FIGS. 1-6 of the drawing, depicted therein is a first example pile assembly 20a constructed in accordance with, and embodying, the principles of the present invention. The first example pile assembly 20a defines a pile axis 22 and is driven into the ground 24 (FIG. 2) with the pile axis 22 at a desired orientation.

The first example pile assembly 20a comprises an elongate member 30, a drive member 32, and first and second flight members 34 and 36. As shown in FIG. 2, the drive member 32 is secured to or integrally formed with a drive end portion 40 of the elongate member 30, while the first and second flight members 34 and 36 are secured to or integrally formed with a driven end portion 42 of the elongate member 30. A shaft portion 44 of the elongate member 30 extends between the drive end portion 40 and the driven end portion 42. The example elongate member 30 is hollow and defines a central chamber 46.

More specifically, the example elongate member 30 is a cylindrical hollow member defining an outer surface 50, an inner surface 52, a drive end surface 54, and a driven end surface 56. A threaded surface portion 58 of the inner surface 52 is formed at the drive end portion 40 of the elongate member 30. The example drive end surface 54 is circular as best shown in FIG. 1. The example driven end surface 56 comprises a first portion 56a, a second portion 56b, a third portion 56c, and a fourth portion 56d. As perhaps best shown by a comparison of FIGS. 2-6, in the example elongate member 30 the first and third portions 56a and 56c of the driven end surface 56 are laterally spaced from and substantially parallel to the pile axis 22. A comparison of FIGS. 2-6 further shows that, in the example elongate member 30, the second and fourth portions 56b and 56d of the driven end surface 56 are laterally spaced from and angled with respect to the pile axis 22.

The intersections of the first and second portions 56a and 56b of the driven end surface 56 defines a first point 60a, while the intersections of the third and fourth portions 56c and 56d of the driven end surface 56 defines a second point 60b. Associated with the first and second points 60a and 60b are first and second tooth portions 62a and 62b of the elongate member 30. The tooth portions 62a and 62b of the elongate member 30 are formed in the driven end portion between the first and second flight members 34 and 36 and the driven end surface 56.

Referring again to FIGS. 2-6, it can be seen that the example first flight member 34 defines a first lead surface 70, a first perimeter surface 72, a first engaging surface 74, a first rear surface 76, and a first trailing surface 78. Similarly, the example second flight member 36 defines a second lead surface 80, a second perimeter surface 82, a second engaging surface 84, a second rear surface 86, and a second trailing surface 88. The first and second flight members 34 and 36 are metal plates that are welded to the outer surface 50 of the elongate member 30.

Referring for a moment back to FIG. 1, it can be seen that the drive member 32 comprises a collar portion 90 and a drive portion 92. The drive portion 92 defines at least one drive surface 94. The example drive portion 92 is a hex drive defining six drive surfaces 94. The drive portion 92 is secured to the collar portion 90 and the collar portion 90 is secured to the drive end portion 40 of the elongate member 30 such that the drive surfaces 94 allow the drive member 32 to be axially rotated about the pile axis 22.

As is apparent from a comparison of FIGS. 2-6, the example first and second flight members 34 and 36 are symmetrically arranged about a longitudinal reference plane (not shown) defined by the pile axis 22. In particular, the example first and second flight members 34 and 36 are identical helical structures and are each arranged entirely on opposite sides of the reference plane. The example flight members 34 and 36 are semi helical or partially helical in that they extend only partly around the circumference of the example cylindrical elongate member 30. In the example pile assembly 20a, the example flight members 34 and 36 each extend approximately 180 degrees around the circumference of the example elongate member 30. Further, FIG. 6 illustrates that the example first and second flight members 34 and 36 are offset from each other along the pile axis by a distance D.

The flight members 34 and 36 also need not be identical. Further, the flight members 34 and 36 may each extend less or more than 180 degrees around the circumference of the elongate member 30. Further, while two flight members 34 and 36 are used in the example pile assembly 20a, more than two flight members may be used.

Further, a second example pile assembly 20b is shown in FIG. 7. The second example pile system 20b is in all most similar to the first example pile assembly 20a and will be described herein only to the extent that the two pile assemblies differ. In particular, FIG. 7 illustrates that, in the second example pile system 20b, the flight members 34 and 36 are not offset from each other.

In use, the pile assembly 20a or 20b is supported with the driven end portion 42 in contact with the ground 24 and the drive end portion 40 arranged such that the pile axis 22 is at a desired angular relationship with vertical and/or horizontal. The driven end portion 42 is then axially rotated (typically be engaging the drive member 32) such that the tooth portions 62a and 62b initiate insertion of the pile assembly 20a or 20b into the ground 24. After a few turns, the first lead surface 70 and then the second lead surface 80 engage the ground 24. Continued axial rotation of the elongate member 30 causes the first and second flight members 34 and 36 to auger the pile assembly 20a or 20b into the ground 24. FIGS. 3 and 5 illustrate that the lead surfaces 70 and 80 may be angled with respect to the pile axis 22 to enhance the ability of the lead surfaces 70 and 80 to cut into the ground 24.

The use of two or more flight members such as the flight members 34 and 36 balances the loads on the elongate member 30 created by the engagement of the flight members 34 and 36 with the ground 24 as the pile assembly 20a or 20b is being augered into the ground 24. The desired angular relationship between vertical and/or horizontal is more easily maintained with the balanced forces created by the example first and second flight members 34 and 36. Again, different shapes, numbers, and arrangements of flight members may be used to obtain a balanced force as the pile assembly 20a or 20b is being augered into the ground 24 until the drive member 32 is at or near a surface of the ground 24.

Optionally, after the pile assembly 20a or 20b is driven to a point at which the drive member 32 is at or near a surface of the ground 24, an extension pile member (not shown) may be connected to the pile assembly 20a or 20b to allow further driving of the pile assembly 20a or 20b. An extension pile member is similar to the pile assembly 20a or 20b except that the outer surface thereof at the driven end is externally threaded to engage with the threaded surface portion 58. With the external threaded surface of the extension pile member engaged with the threaded surface portion 58, rotation of the extension pile member causes the threaded portions to engage to join the extension pile member to the pile assembly 20a or 20b. Continued rotation of the extension pile member causes rotation of the pile assembly 20a or 20b and further drives the pile assembly 20a or 20b into the ground 24 such that the drive member 32 is below the surface of the ground 24. Additional extension pile members may be used to form a pile string extending a desired target depth.

Claims

1. A pile assembly to be driven into the ground comprising: an elongate member;a drive member supported by the elongate member to facilitate axial rotation of the elongate member; anda plurality of flight members supported by the elongate member; wherebyaxial rotation of the elongate member causes the plurality of flight members to auger the elongate member into the ground; andthe flight members are arranged to balance the loads on the elongate member as the elongate member is driven into the ground.

2. A pile assembly as recited in claim 1, in which at least one of the plurality of flight members is at least partially helical.

3. A pile assembly as recited in claim 1, in which: the elongate member defines a pile axis; andat least one of the plurality of flight members is offset from another one of the plurality of flight members along the pile axis.

4. A pile assembly as recited in claim 1, comprising first and second flight members symmetrically supported on the elongate member.

5. A pile assembly as recited in claim 4, in which the first and second flight members extend partly around the elongate member.

6. A pile assembly as recited in claim 4, in which the first and second flight members extend through an angle of approximately 180 degrees around the elongate member.

7. A pile assembly as recited in claim 1, in which at least one tooth portion is on the elongate member.

8. A pile assembly as recited in claim 1, in which a plurality of tooth portions are formed on the elongate member.

9. A pile assembly to be driven into the ground comprising: a hollow, cylindrical elongate member defining a drive end portion, a driven end portion, and a shaft portion extending between the drive end portion and the driven end portion;a drive member arranged on the drive end portion of the elongate member to facilitate axial rotation of the elongate member; anda plurality of flight members arranged on the driven end portion of the elongate member; wherebyaxial rotation of the elongate member causes the plurality of flight members to auger the elongate member into the ground; andthe flight members are arranged to balance the loads on the elongate member as the elongate member is driven into the ground.

10. A pile assembly as recited in claim 9, comprising first and second flight members, where the first and second flight members are at least partially helical and extend at least partly around a circumference of the elongate member.

11. A pile assembly as recited in claim 9, in which: the elongate member defines a pile axis; andthe first flight member is offset from the second flight member along the pile axis.

12. A pile assembly as recited in claim 9, in which the first and second flight members symmetrically supported on the elongate member.

13. A pile assembly as recited in claim 12, in which the first and second flight members extend through an angle of approximately 180 degrees around the elongate member.

14. A pile assembly as recited in claim 9, in which the elongate member defines a driven end surface defining a plurality of tooth portions.

15. A method of driving a pile assembly into the ground comprising the steps of: providing an elongate member;supporting a drive member on the elongate member;supporting a plurality of flight members on the elongate member;engaging the drive member to axially rotate the elongate member such that the plurality of flight members auger the elongate member into the ground; whereinthe flight members are arranged to balance the loads on the elongate member as the elongate member is driven into the ground.

16. A method as recited in claim 15, in which first and second flight members are symmetrically supported on the elongate member.

17. A method as recited in claim 16, in which the first and second flight members extend partly around the elongate member.

18. A method as recited in claim 16, in which the first and second flight members extend through an angle of approximately 180 degrees around the elongate member.

19. A method as recited in claim 15, further comprising the step of forming a plurality of tooth portions on the elongate member.