Frost damage proofed pile

• US 4,585,681 A
• Filed: 06/26/1984
• Issued: 04/29/1986
• Est. Priority Date: 06/03/1983
• Status: Expired due to Fees

• Current Assignee: Nippon Kokan K.K
• Original Assignee: Nippon Kokan K.K
• Inventors: Okuma, Toshiyuki, Takeda, Takashi, Nakagawa, Shigeru, Kidera, Kenji, Omori, Katsumi
• Primary Examiner(s): Kittle, John E.
• Assistant Examiner(s): Seidleck, James J.
• Application Number:
  US06/624,750
• Time in Patent Office: 672 Days
• Field of Search: 405/231, 405/216, 405/130, 405/131, 428/36
• US Class Current: 405/231
• CPC Class Codes: E02D 5/60 Piles with protecting cases
• CPC Class Codes: Y10T 428/1386 Natural or synthetic rubber or rubber-like compound containing
• CPC Class Codes: Y10T 428/139 Open-ended, self-supporting conduit, cylinder, or tube-type article
• CPC Class Codes: Y10T 428/1393 Multilayer [continuous layer]

Abstract

A frost damage proofed pile for installment in a frigid district where the pile is subjected to a freezing and frost heaving force, such as permanently or seasonally frozen soil terrain. A tubular sheath member is fitted over the pile surface and has a length longer than the thickness of an active or seasonally frozen soil layer of the terrain in which the pile is installed. At least a portion of said length of the pile is formed as an extensible section, and at least the lower end of said sheath member is secured to the pile at or below a position corresponding to the bottom region of said active or seasonally frozen soil layer. A fluid material is filled in a space defined between the pile and the sheath member. The frost heaving force caused to exist upon freezing of the active or seasonally frozen soil layer as well as negative friction caused to exist in summer are inhibited from affecting the pile due to sliding of the sheath member relative to the pile.

Claims

1. In a frost damage proofed pile installed in a frigid area where the pile is subjected to a frost heaving force, the improvement comprising a tubular sheath member fitted over the pile surface, said sheath member having a length longer than the thickness of an active or seasonally frozen soil layer of the terrain in which the pile is installed, at least a portion of said length defined by a series of ribs extending transversely outwardly of said sheath member relative to a lengthwise axial line as an extensible section, the lower end of said sheath member being secured to the pile at or below a position corresponding to the bottom region of said active or seasonally frozen soil layer, the upper end of the sheath member being secured to the pile at a position above the ground surface, and a fluid material being filled in a space defined between said pile and the sheath member.

2. The frost damage proofed pile according to claim 1 wherein the extensible section of the sheath member is situated within a zone ranging from the position corresponding to the bottom of the active or seasonally frozen soil layer to a position above the ground surface.

3. The frost damage proofed pile according to claim 1 wherein a plurality of sheath members are arranged in tandem for covering a predetermined length corresponding to the thickness of the active or seasonally frozen soil layer.

4. The frost damage proofed pi-e according to claim 1 wherein the sheath member is formed as a cylindrical member of elastic material.

5. The frost damage proofed pile according to claim 1 wherein the extensib-e section of the sheath member is in the form of a spiral.

6. The frost damage proofed pile according to claim 1 wherein the extensible section of the sheath member is in the form of a spiral and wherein coil spring means are placed on at least one of the inner surface and the outer surface of the extensible section of the sheath member along said spiral.

7. The frost damage proofed pile according to claim 1 wherein the extensible section of said sheath member is in the form of a bellows.

8. The frost damage proofed pile according to claim 1 wherein the extensible section of said sheath member is in the form of a bellows, and wherein a plurality of ring members are placed within the roots of said bellows on at least one of the inner surface and the outer surface of the extensible section of the sheath member.

9. The frost damage proofed pi-e according to claim 1 wherein a solid lubricating coating is formed on the outer peripheral surface of the pile.

10. The frost damage proof pile according to claim 1 wherein a tank for storage of the fluid material is provided for communicating with said space of the extensible section of the sheath member.

11. In a frost damage proofed pile installed in a frigid area where the pile is subjected to a frost heaving force, the improvement comprising a sheath unit, said sheath unit having a cylindrical member of an inside diameter slightly larger than the outside diameter of the pile and an axially extensible tubular member fitted on the outer periphery of said cylindrical member and having its upper and lower ends secured to said cylindrical member, said tubular member having at least a portion of its length defined by a series of ribs extending transversely outwardly of said sheath unit relative to a lengthwise axial line, with a fluid material being filled in a space confined between said cylindrical and axially extensible members, and wherin said sheath unit is fitted on the outer surface of the pile over a length greater than the thickness of an active or seasonally frozen soil layer of a terrain in which the pile is installed, the lower end of said sheath unit being secured to the pile at or below the bottom region of said soil layer.

12. The frost damage proofed pile according to claim 11 wherein the upper end of said sheath unit is secured to the pile at a position above the ground surface.

13. The frost damage proofed pile according to claim 11 wherein a plurality of said sheath units are connected in tandem to one another for a predetermined length corresponding to the thickness of the active or seasonally frozen soil layer.

14. The frost damage proofed pile according to claim 11 wherein the extensible member of said sheath unit comprises a cylindrical member of elastic material.

15. The frost damage proofed pile according to claim 11 wherein the extensible member of said sheath unit is in the form of a spiral.

16. The frost damage proofed pile according to claim 11 wherein the extensible member of the sheath unit is in the form of a spiral and wherein coil spring means are placed along said spiral on at least one of the inner surface and the outer surface of said extensible member.

17. The frost damage proofed pile according to claim 11 wherein said extensible member of said sheath unit is in the form of a bellows.

18. The frost damage proofed pile according to claim 11 wherein the extensible member of said sheath unit is in the form of a bellows, and wherein a plurality of ring members are placed on at least one of the inner surface and the outer surface of said extensible member so as to lie on the roots of said bellows.

19. The frost damage proofed pile according to claim 11 wherein a solid lubricating coating is formed on the outer periphery of said cylindrical member.

20. The frost damage proofed pile according to claim 11 wherein a tank containing the fluid material is provided for communicating with said space of the extensible member of the sheath unit.

21. In a frost damage proofed pile installed in a frigid district where the pile is subject to a frost heaving force, the improvement comprising a plurality of pile units, each said pile unit having a pile segment cut to a predetermined length and an axially extensible tubular member fitted to the outer surface of said pile segment, said tubular member having at least a portion of its length defined by a series of ribs extending transversely outwardly of said tubular member relative to a lengthwise axial line and having its upper and lower ends secured to the outer surface of said pile segment at positions ahead of the upper and lower ends of said pile segment, with a fluid material being filled in the space between the pile segment and the extensible member,

and wherein a number of said pile segments are connected to one another for covering a distance longer than the thickness of an active or seasonally frozen soil layer of the terrain in which the pile is installed.

22. The frost damage proofed pile according to claim 21 wherein the extensible member comprises a cylindrical member of resilient material.

23. The frost damage proofed pile according to claim 21 wherein the extensible member is in the form of a spiral.

24. The frost damage proofed pile according to claim 21 wherein the extensible member is in the form of a sprial, and wherein coil spring means are placed along said spiral on at least one of the inner surface and the outer surface of said extensible member.

25. The frost damage proofed pile according to claim 21 wherein the extensible member is in the form of a bellows.

26. The frost damage proofed pile according to claim 21 wherein the extensible member is in the form of a bellows, and wherein a plurality of ring members are placed on at least one of the inner surface and the outer surface of said extensible member so as to lie on the roots of said bellows.

27. The frost damage proofed pile according to claim 21 wherein a solid lubricating coating is provided to the outer periphery of the pile segment.

28. The frost damage proofed pile according to claim 21 wherein a tank containing the fluid material is provided for communicating with the space of said extensible member.

29. In a frost damage proofed pile installed in a frigid district where the pile is subjected to a frost heaving froce, the improvement comprising a plurality of sheath units, each said sheath unit having in turn an axially extensible tubular member, said tubular member having at least a portion of its length defined by a series of ribs extending transversely outwardly of said tubular member relative to a lengthwise axial line and a pair of cylindrical sections fitted into and secured to both opening ends of the tubular member so that the mouth ends thereof are exposed to the outside of said extensible member, said cylindrical sections being of an inside diameter slightly larger than the outside diameter of the pile segment;

wherein a number of said sheath units are connected to one another in tandem and placed over the pile for covering a predetermined length corresponding to the thickness of an active or seasonally frozen soil layer of the terrain in which the pile is installed; and

wherein the lower end of the lowermost one of said sheath units is secured to the pile at or below the position corresponding to the bottom region of said active or seasonally frozen soil layer, wherein the upper end of the uppermost one of said sheath units is secured to the pile at a position above the ground surface, and with a fluid material being filled in a space defined between the pile and the sheath unit.

30. The frost damage proofed pile according to claim 29 wherein the extensible member of said sheath unit comprises a cylindrical member of elastic material.

31. The frost damage proofed pile according to claim 29 wherein the extensible member of said sheath unit is in the form of a spiral.

32. The frost damage proofed pile according to claim 29 wherein the extensible member of said sheath unit is in the form of a spiral, and wherein coil spring means are placed along said spiral and on at least one of the inner surface and the outer surface of said extensible member.

33. The frost damage proofed pile according to claim 29 wherein the extensible member of said sheath unit is in the form of a bellows.

34. The frost damage proofed pile according to claim 29 wherein the extensible member of said sheath unit is in the form of a bellows, and wherein a plurality of ring members are placed on at least one of the inner surface and the outer surface of said extensible member so as to lie on the roots of said bellows.

35. The frost damage proofed pile according to claim 29 wherein a solid lubricating coating is provided to the outer surface of the pile.

36. The frost damage proofed pile according to claim 29 wherein it further comprises a tank containing a fluid material and communicating with the space of said extensible member.