SEGMENTAL METHOD FOR INSTALLING WICK DRAINS

Abstract

The invention described herein includes materials and methods for segmental wick drain installation for versatile groundwater management. The invention comprises modified mandrels that may be coupled together for segmental installation wick drain installations to desired depths that are not achievable using currently known methods. Each modified mandrel is configured with a shoe coupler that may be permanently affixed to one end and configured with a means for securing the shoe coupler to a modified end of another mandrel. Each shoe coupler includes transverse bore holes through which set pins may be inserted that engage with an end of another modified mandrel with grooves corresponding to the locations of the bore holes when set pins are inserted. Once the wick drain is installed to the desired depth, the mandrels may be extracted and uncoupled by removing the set pins. The modified mandrels may be prefabricated and reused, ideal for multiple installations.

Claims

1. A shoe coupler for a wick drain mandrel, comprising: an open-ended receptacle having an aperture at each of two ends, both apertures being of substantially uniform cross-section and both apertures configured for slidable insertion of a mandrel, the apertures leading to an interior passage through the shoe coupler that is interrupted by a partition offset from a first end of the shoe coupler, and at least one transverse bore hole offset from a second end of the shoe coupler for insertion of a set pin through said bore hole for retention of said mandrel; and at least one set pin.

2. The shoe coupler of claim 1, wherein: the partition defines a first section and a second section of the interior channel of the shoe coupler; and the at least one transverse bore hole is located in the second section.

3. The shoe coupler of claim 2, wherein the at least one set pin partially interrupts the interior passage through the shoe coupler when inserted into the at least one transverse bore hole.

4. The shoe coupler of claim 1, wherein the at least one transverse bore hole comprises a pair of spaced bore holes, and the at least one set pin comprises a pair of set pins.

5. The shoe coupler of claim 4, wherein the pair of spaced bore holes is located in the second section.

6. The shoe coupler of claim 5, wherein the pair of set pins partially interrupts the interior passage through the shoe coupler when inserted into the pair of spaced bore holes.

7. The shoe coupler of claim 6, wherein the pair of spaced bore holes is located in correspondence to a pair of transverse grooves of a first end of a mandrel, wherein the pair of set pins engages the pair of transverse grooves of the mandrel when the first end of the mandrel is inserted through the second end of the shoe coupler and into the second section of the shoe coupler and the pair of set pins is inserted through the pair of spaced bore holes and the interior passage.

8. The shoe coupler of claim 6, wherein the pair of spaced bore holes is located midway between the partition and the second end of the shoe coupler.

9. The shoe coupler of claim 6, wherein each of the pair of spaced bore holes are countersunk to receive a head of each one of said pair of set pins.

10. A mandrel comprising: a first end having a pair of transverse grooves traversing the first end on opposing sides, wherein the pair of transverse grooves is configured to receive the pair of set pins according to claim 4; and a second end inserted into a first section of a shoe coupler according to claim 4, wherein the first section of the shoe coupler may be permanently affixed to the second end of the mandrel.

11. The mandrel of claim 10, wherein the shoe coupler is permanently affixed to the second end of the mandrel.

12. The mandrel of claim 11, wherein the shoe coupler is welded to the second end of the mandrel.

13. The mandrel of claim 10, wherein the mandrel is tubular.

14. A method for segmental wick drain installation comprising the steps of: obtaining a plurality of mandrels; loading a first mandrel into a drive system; feeding a wick drain through the first mandrel; installing an anchor plate on the first end of the mandrel; attaching the wick drain to the anchor plate; driving the first end of the first mandrel into the ground, leaving a second end of the first mandrel above ground; cutting the wick drain above the second end of the first mandrel to define a first wick drain segment; loading a second mandrel into the drive system; feeding the wick drain through the second mandrel until the free end protrudes through the first end of the second mandrel; splicing the free end of the wick drain to the cut end of the first wick drain segment; removably coupling the first end of the second mandrel to the second end of the first mandrel; and driving the second mandrel into the ground.

15. The method of claim 13, wherein said step of removably coupling the first end of the second mandrel to the second end of the first mandrel comprises inserting the first end of the second mandrel into a shoe coupler attached to the second end of the first mandrel.

16. The method of claim 14, wherein said step of removably coupling the first end of the second mandrel to the second end of the first mandrel comprises inserting at least one set pin through the shoe coupler to affix the first end of the second mandrel therein.

17. The method of claim 15, wherein said step of removably coupling the first end of the second mandrel to the second end of the first mandrel comprises inserting a pair of set pins through the shoe coupler to affix the first end of the second mandrel therein.

18. The method of claim 13, further comprising the steps of: defining a desired underground depth for said segmental wick drain installation; and repeating the steps of claim 13 as many times as needed to install the wick drain to the desired underground depth.

19. The method of claim 11, wherein the step of splicing the free end of the wick drain to the cut end of the first wick drain segment is achieved by stapling.

20. The method of claim 17, further comprising a step of removing the first and second mandrel from the ground leaving the wick drain segment attached to the shoe coupler at said desired depth.

21. The method of claim 16, further comprising a step of removing the pair of set pins to uncouple the second mandrel from the first mandrel.

22. A prefabricated mandrel comprising: a first end having a pair of machined transverse grooves traversing the first end on opposing sides, wherein the pair of transverse grooves is configured to receive a pair of set pins; and a shoe coupler according to claim 1 welded onto a second end, wherein the pair of set pins is pre-inserted into the pair of transverse bore holes.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0011] Other objects, features, and advantages of the present invention will become more apparent from the following detailed description of the preferred embodiments and certain modifications thereof when taken together with the accompanying drawings in which.

[0012] FIG. 1 illustrates a conventional wick drain installation apparatus and method.

[0013] FIG. 2 is a perspective view of the shoe coupler 10.

[0014] FIG. 3 is a side cross-section of the shoe coupler 10 with exemplary dimensions.

[0015] FIG. 4 illustrates the step of loading a modified mandrel into the drive system and mast, and loading a length of wick drain through this section of mandrel.

[0016] FIG. 5 illustrates the step of driving the first mandrel section to depth and out of the drive system and cutting the wick drain make a splice.

[0017] FIG. 6 illustrates the step of laying the mast down and loading a second modified mandrel into the drive system.

[0018] FIG. 7 illustrates splicing the free ends of the wick drain together and stapling

DETAILED DESCRIPTION OF THE INVENTION

[0019] Reference will now be made in detail to preferred embodiments of the present invention, examples of which are illustrated in the accompanying drawings. Wherever possible, the same reference numbers will be used throughout the drawings to refer to the same or like parts.

[0020] The present invention generally comprises a segmental installation method for wick drains (a.k.a., prefabricated vertical drains, or PVDs) that incrementally inserts and splices together as many segments of wick drain as needed to reach a desired depth. The method employs multiple mandrel segments coupled together by a unique shoe coupler also disclosed.

[0021] With reference to FIGS. 2-3, the shoe coupler 10 comprises an open-ended receptacle having an identical aperture at both ends configured for slidable insertion of a mandrel section 8 at both ends. One skilled in the art will understand that mandrels may take a variety of shapes but are typically rectangular, and so a rectangular shoe coupler 10 embodiment is disclosed. The shoe coupler 10 has a constant cross-section along its entire length except for a partition 12 (FIG. 3) offset from one end by approximately one third lengthwise, and a pair of countersunk bore holes 14 offset from the other end by approximately one third. The full or partial partition 12 subdivides the interior into two sections A and B. Section A of the shoe coupler 10 is intended to be permanently affixed by welding or the like onto one end of a first mandrel 8 section. The other end section B of the shoe coupler 10 is intended to be removably affixed as will be described onto one end of a second mandrel 8 section. Each mandrel section 8 to which shoe coupler 8 is installed should be modified at the other end by machining two transverse grooves 9 (FIG. 3) on opposing sides, the grooves 9 corresponding in position to bore holes 14.

[0022] The bore holes 14 fully traverse the interior section B of shoe coupler 10 midway and are configured for insertion of retaining pins 20. When inserted the retaining pins 20 partially interrupt the interior channel of shoe coupler 10 and engage the transverse grooves 14 on opposing sides of mandrel section 8 inserted therein to secure it.

[0023] FIG. 3 also provides a set of exemplary dimensions in inches, although dimensions may be scaled as needed or altered for different mandrel shapes (diamond, square, etc.).

[0024] After calculating a proper number of modified mandrels 8 needed to reach a desired depth, conventional mandrels 8 are modified each by inserting and welding Section A of a shoe coupler 10 onto one end of a first mandrel 8 section (one shoe coupler 10 per mandrel 8, see FIG. 3), and by machining the other end of each mandrel 8 with two transverse grooves 9 on opposing sides. Thus, in practice, several modified mandrels 8 will be provided at a job site, each with a shoe coupler 10 pre-welded on one end (and pins 20 pre-inserted), and machined at the other with the two transverse grooves 14 on opposing sides.

[0025] The segmental installation method for wick drains proceeds as follows.

[0026] At step 100 (FIG. 4), the operator lays the mast 6 down and inserts a modified mandrel into the drive system 5 and mast 6, loading the wick drain 2 through this section of mandrel 8. The wick drain 2 is fed from a spool 4 up to the top of the excavator/crane mast 6 and down through the hollow mandrel 8. An anchor plate 7 is installed into the end of mandrel 8 and the wick drain is attached to the anchor 7 in a known manner.

[0027] At step 110 (FIG. 5), the operator drives the mandrel 8 to depth using optional vibratory hammer, overdriving the shoe coupler 10 beyond the drive system 5 leaving the mandrel 8, anchor plate 7 and wick drain 2 all in place. The wick drain 2 is cut where indicated leaving enough room to make a splice.

[0028] At step 120 (FIG. 6), the operator lays the mast 6 down and inserts another modified mandrel 8 into the drive system 5 and mast 6, loading the wick drain 2 entirely through this second section of mandrel 8 and out the end.

[0029] At step 130 (FIG. 7), the free end of the wick drain 2 is spliced to the cut end protruding from the ground. This is best accomplished by telescoping the two ends together and stapling.

[0030] At step 140 (FIG. 7) the second section of mandrel 8 protruding from the drive system 5 is inserted into the open upper end of shoe coupler 10 (see FIG. 7) and is affixed therein by insertion of pins 20.

[0031] At step 150 (FIG. 5) the operator again drives the second section of mandrel 8 to depth, and out of the drive system 5 again leaving the mandrel 8, anchor plate 7 and wick drain 2 all in place. The wick drain 2 is cut where indicated leaving enough room to make a splice

[0032] The operator repeats steps 100-150 as many times as needed to reach design depth, leaving the anchor plate 7 and wick drain 2 in place.

[0033] Finally, the mandrel sections 8 are removed one by one. Each section of mandrel 8 is extracted until the shoe coupler 10 is exposed above ground. The operator knocks out the two pins 14 to uncouple the shoe coupler 10 from the mandrel 8 section in the mast, ejects the mandrel 8 section from the mast, and repeats until all sections are removed.

[0034] In practice, it is even more efficient to work two PVD installation sites together, extracting each section of mandrel 8 from the first site, uncoupling and immediately inserting the extracted section into the next PVD site after putting a new anchor 7 on.

[0035] The foregoing disclosure of embodiments of the present invention has been presented for purposes of illustration and description. It is not intended to be exhaustive or to limit the invention to the precise forms disclosed. Many variations and modifications of the embodiments described herein will be obvious to one of ordinary skill in the art in light of the above disclosure. The scope of the invention is to be defined only by the claims, and by their equivalents.