Apparatus and methods for soil penetration and facilitating delivery of fluids
09856619 ยท 2018-01-02
Assignee
Inventors
Cpc classification
E02D5/54
FIXED CONSTRUCTIONS
E02F3/32
FIXED CONSTRUCTIONS
E02D5/62
FIXED CONSTRUCTIONS
International classification
E02D11/00
FIXED CONSTRUCTIONS
Abstract
A pipe assembly may have one or more pipe segments that are coupled together or coupled to a drive socket by a coupler. The bottom-most segment may have a body with a central axis, an exterior surface an upper end connectable to the pile assembly, a digging end, the digging end facilitating the creation of a borehole, and ports through which fluid is emittable. The bottom-most segment is designed to receive fluid introduced through the pipe assembly so that the fluid can facilitate the creation of a borehole and may be emitted through the ports during the driving of the pipe assembly into soil.
Claims
1. A system for penetrating soil with a pipe assembly and for introducing a fluid into the pipe assembly, the system comprising: a drive socket having a noncircular socket cavity; a tube having an axial tube opening; a drive motor assembly coupled to the drive socket to urge rotation of the drive socket about an axis of rotation; a plug assembly; a coupler comprising: a body having a tubular shape with an axis, the body comprising an exterior surface and an interior surface, the interior surface comprising an upper receiving feature; and a flange secured to the exterior surface of the coupler, the flange extends generally perpendicular to the axis and has a noncircular shape for mating with the noncircular socket cavity; and at least one pipe segment of the pipe assembly, each pipe segment of the pipe assembly having a top end and a bottom end, the top end of one of the pipe segments being connected to the coupler; and wherein the upper receiving feature receives the plug assembly, at least a portion of the tube is disposed within the drive socket and the plug assembly receives the tube in a sealed engagement.
2. The system for penetrating soil of claim 1 wherein the at least one pipe segment of the pipe assembly comprises a bottommost pipe segment disposed at the bottom of the pipe assembly.
3. The system for penetrating soil of claim 2 wherein the fluid introduced into the pipe assembly is a pressurized fluid, and wherein the sealed engagement of the tube to the plug assembly facilitates motion of the fluid toward the bottommost pipe segment of the pipe assembly.
4. The system for penetrating soil of claim 3 further comprising at least one port in the bottommost pipe segment of the pipe assembly.
5. The system for penetrating soil of claim 4 wherein the pressurized fluid emits through the at least one port to the exterior of the pipe assembly.
6. The system for penetrating soil of claim 2 wherein the bottommost pipe segment of the pipe assembly comprises a digging end.
7. The system for penetrating soil of claim 6 wherein the digging end of the bottommost pipe segment comprises at least one of an inclined cutting edge and a digging tip.
8. An assembly for creating a borehole with a pipe assembly that penetrates the soil and introduces a fluid into the pipe assembly, the assembly comprising: a drive assembly comprising: a drive socket having a noncircular socket cavity; and a drive motor assembly coupled to the drive socket to urge rotation of the drive socket about an axis of rotation; a sealed environment assembly comprising: a tube having an axial tube opening, at least a portion of the tube being disposed within the noncircular socket cavity of the drive socket; a plug assembly; a coupler comprising: a body having a tubular shape with an axis, the body comprising an exterior surface and an interior surface, the interior surface comprising an upper receiving feature; and a flange secured to the exterior surface of the coupler, the flange extends generally perpendicular to the axis and has a noncircular shape for mating with the noncircular socket cavity; and at least one pipe segment of the pipe assembly, the pipe assembly having a bottommost segment, each pipe segment of the pipe assembly having a top end and a bottom end, the top end of one of the pipe segments being connected to the coupler; and wherein the upper receiving feature receives the plug assembly in removable engagement and the plug assembly receives the tube in a sealed engagement.
9. The borehole creating assembly of claim 8 wherein the fluid introduced into the pipe assembly is a pressurized fluid, and wherein the sealed engagement of the tube to the plug assembly facilitates motion of the fluid toward the bottommost pipe segment of the pipe assembly.
10. The borehole creating assembly of claim 9 wherein the fluid introduced into the pipe assembly is at least one of a liquid, a slurry, and grout.
11. The system for penetrating soil of claim 10 further comprising at least one port in the bottommost pipe segment of the pipe assembly.
12. The system for penetrating soil of claim 11 wherein the pressurized fluid emits through the at least one port to the exterior of the pipe assembly.
13. The system for penetrating soil of claim 9 wherein the bottommost pipe segment of the pipe assembly comprises a digging end.
14. The system for penetrating soil of claim 13 wherein the digging end of the bottommost pipe segment comprises at least one of an inclined cutting edge and a digging tip.
15. A method for creating a borehole with a pipe assembly comprising the steps of: providing a drive assembly comprising: a drive socket having a noncircular socket cavity; and a drive motor assembly coupled to the drive socket to urge rotation of the drive socket about an axis of rotation; providing a sealed environment assembly comprising: a tube having an axial tube opening, at least a portion of the tube being disposed within the noncircular socket cavity of the drive socket; a plug assembly; a coupler comprising: a body having a tubular shape with an axis, the body comprising an exterior surface and an interior surface, the interior surface comprising an upper receiving feature; and a flange secured to the exterior surface of the coupler, the flange extends generally perpendicular to the axis and has a noncircular shape for mating with the noncircular socket cavity; and at least one pipe segment of the pipe assembly, the pipe assembly having a bottommost segment, each pipe segment of the pipe assembly having a top end and a bottom end, the top end of one of the pipe segments being connected to the coupler; inserting the plug assembly into the upper receiving feature; inserting at least a portion of the tube into the plug assembly to create a sealed engagement of the tube to the plug assembly; and introducing a fluid into the pipe assembly through the tube.
16. The method for creating a borehole of claim 15 wherein the fluid introduced into the pipe assembly is pressurized and the sealed engagement of the tube to the plug assembly facilitates motion of the fluid toward the bottommost pipe segment of the pipe assembly.
17. The method for creating a borehole of claim 15 wherein the fluid introduced into the pipe assembly is at least one of a liquid, a slurry, and grout.
18. The method for creating a borehole of claim 16 further comprising at least one port in the bottommost pipe segment of the pipe assembly and further comprising the step of emitting the pressurized fluid through the at least one port to the exterior of the pipe assembly.
19. The method for creating a borehole of claim 15 wherein the bottommost pipe segment of the pipe assembly comprises a digging end and the digging end comprises at least one of an inclined cutting edge and a digging tip.
20. The method for creating a borehole of claim 15 wherein the introduction of a fluid to the digging end facilitates creating the borehole.
Description
BRIEF DESCRIPTION OF THE FIGURES
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DETAILED DESCRIPTION OF MODES OF PRACTICING THE DISCLOSURE
(25) Exemplary embodiments of the present disclosure will be best understood by reference to the drawings, wherein like parts are designated by like numerals throughout. It will be readily understood that the components of the present disclosure, as generally described and illustrated in the Figures herein, could be arranged and designed in a wide variety of different configurations. Thus, the following more detailed description of the embodiments of the apparatus, system, and method of the present disclosure, as represented in
(26) The phrases connected to, coupled to and in communication with refer to any form of interaction between two or more entities, including mechanical, electrical, magnetic, electromagnetic, fluid, and thermal interaction. Two components may be coupled to each other even though they are not in direct contact with each other. The term abutting refers to items that are in direct physical contact with each other, although the items may not necessarily be attached together. The phrase fluid communication refers to two features that are connected such that a fluid within one feature is able to pass into the other feature. Exemplary as used herein means serving as a typical or representative example or instance, and does not necessarily mean special or preferred.
(27) Referring to
(28) A pipe assembly 400 may be attached to and suspended from the motor casing 200. The pipe assembly 400 may include not only the pipe segment shown in
(29) Referring to
(30) Referring to
(31) The rotary output member 320 may include a square-shaped external head 324 that, in turn, drives a socket member 330, which may include a drive socket 326 with octagonal socket wrench flats 328 designed to mate with the pipe assembly 400. The octagonal socket wrench flats 328 are merely one example of a shape suitable for the drive socket 326; those of skill in the art will recognize that nearly any non-circular shape may be suitable, as long as the shape of the drive socket matches that of the element of the pipe assembly 400 that is to fit into it. The use of an equilateral polygon such as an equilateral hexagon or octagon may beneficially allow insertion of the corresponding element of the pipe assembly 400 into the drive socket 326 at any of multiple discrete relative orientations.
(32) The grout fitting 350 may be connected near the top of the rotary output shaft 310. The various openings and passageways in the grout fitting 350, rotary output shaft 310, rotary output member 320, and socket member 330 may be sufficiently large in size to permit a liquid or slurry such as grout to be pumped through the assembly.
(33) The rotary output member 320 may have an external head portion 332 with an interior surface 334 with threads 322 (shown in
(34) Referring to
(35) As shown, the coupler 410 may have a body 430 with a generally tubular shape that defines an interior surface 432 and an exterior surface 434. The body 430 may be generally radially symmetrical about an axis 436. The interior surface 432 may have a lower receiving feature 440 designed to receive the top end of a subtending pipe segment of a pipe assembly, such as the top end 460 of the helical pipe 420 that is also shown in
(36) As shown in
(37) The upper receiving feature 442 may include an upper threaded bore 450 that threadably receives a corresponding threaded bottom end (not shown in
(38) The lead-in portion 452 may take the form of an upper smooth bore that has an inside diameter that is at least as great as the largest inside diameter of the upper threaded bore 450. The lead-in portion 452 may advantageously have a length along the axis 436 of at least four threads of the upper threaded bore 450. This length may be sufficient to help align the coupler 410 with the overhead pile segment (not shown in
(39) The coupler 410 may also have a stop feature 411 that helps control the depth of insertion of the overhead pipe segment (not shown) and/or the subtending pipe segment, such as the helical pipe 420. For example, as shown in
(40) In the embodiment of
(41) The stop feature 411 may help to prevent over-insertion of the top end of the subtending pipe segment and/or the bottom end of the overhead pipe segment. According to one embodiment, the pipe assembly may be continuously twisted to drive it further into the ground. This torque may be in a direction that tends to continuously drive the threaded bottom end of the overhead pipe segment further into the upper threaded bore 450 of the upper receiving feature 442. Depending on the type of threads used for the upper threaded bore 450, such continued driving torque may tend to cause the threaded bottom end of the overhead pipe segment to bind with the upper threaded bore 450. Buttress threads may desirably be used for their overall strength, but such threads may be subject to binding in response to over-threading. This binding effect may make it difficult to remove the overhead pipe segment from the coupler 410 and/or weaken the threads securing the overhead pipe segment to the coupler 410, causing undesired deformation and/or failure of the interconnection.
(42) The stop feature 411 may help to prevent the threaded bottom end of the overhead pipe segment from being over threaded into the upper threaded bore 450. With the stop feature 411 in place, torque driving the pipe assembly 400 deeper into the earth may not be able to drive the threaded bottom end past a bottom boundary of the upper threaded bore 450 because the bottom threaded end of the overhead pipe segment may abut the upper surface of the stop feature 411, thereby preventing the threaded bottom end from moving beyond the bottom boundary of the upper threaded bore 450. Thus, the stop feature 411 may help prevent over-threading of the bottom threaded end into the upper threaded bore 450.
(43) Similarly, the stop feature 411 may help to prevent over-insertion of the top end of a subtending pipe segment such as the top end 460 of the helical pipe 420 shown in
(44) The coupler 410 may also have a first flange 412 that extends outward from the exterior surface 434 and is generally perpendicular to the axis 436. The first flange 412 may have a noncircular shape that is designed to mate with a noncircular socket cavity of the drive socket 326 (see
(45) As mentioned previously, the drive socket 326 may have octagonal socket wrench flats 328 that provide the interior of the drive socket 326 with a generally octagonal shape. Thus, the first flange 412 may advantageously have an octagonal shape that mates with that of the drive socket 326. In alternative embodiments, a variety of non-circulars shapes may be used for a first flange, including a hexagon, curved shapes such as ellipses, asymmetrical cam surfaces, ovals, and the like. Such shapes may also include a wide variety of straight-sided shapes. The use of mating equilateral polygons is advantageous in that it may allow insertion of the first flange 412 into the drive socket 326 in any of multiple discrete relative orientations. For example, the octagonal shape of the first flange 412 and the corresponding octagonal shape of the octagonal socket wrench flats 328 may permit insertion of the first flange 412 into the drive socket 326 in any of eight distinct relative orientations.
(46) In alternative embodiments, more than one flange may be used. One such coupler will be shown and described in connection with
(47) Referring now to
(48) The sleeve 520 may also include recesses 522 for O-ring seals 540. As will be shown in
(49) Referring to
(50) Referring to
(51) Once the various components have been assembled as shown in
(52) Referring to
(53) Referring to
(54) Referring to
(55) The helical pipe 420 of the preceding embodiments may have a soil-penetrating tip that is generally integrated with or fixedly secured to the remainder of the helical pipe 420. In selected embodiments, the bottom pipe segment of a pipe assembly may be configured with a removable tip that facilitates introduction of grout or other material into the soil surrounding the bottom pipe segment. One such example will be shown in connection with
(56) Referring to
(57) Referring to
(58) When the block 610 is seated in the openings 722 of the internal receiving plates 720, the lower plate 620 may fit snugly into the inner diameter of helical pile 710. This fit, along with the location of the internal receiving plates 720, may create a flush end as shown in
(59) Referring to
(60) Each of the couplers 730 may have an upper receiving feature 842 and a lower receiving feature 844 that are designed to receive the corresponding overhead and subtending pipe segments. The upper receiving feature 842 and the lower receiving feature 844 may each be smooth as shown in
(61) If desired, a supplemental coupler (not shown) may be used to secure the bottom end of the overhead pipe segment 750 within the upper receiving feature 842 of the coupler 730 on the helical pile 710. More precisely, the bottom end of the overhead pipe segment 750 may have internal threading that engages corresponding external threads on such a supplemental coupler, and the supplemental coupler may also have a smooth lower end that engages the upper receiving feature 842 via press fitting or may be secured by welding or the like.
(62) Additional rod sections 640 may also be used to span the height of the pipe assembly 700. The rod sections 640 may be added with each pipe segment in modular form. Thus, the rod sections 640 may be designed to be secured end-to-end, for example, via connectors 810 and/or sleeves 820. The connectors 810 and/or sleeves 820 may receive the ends of the rod sections 640 in a relatively secure manner so that downward motion of the topmost rod section 640 is conveyed downward through all of the rod sections 640 to the tip assembly 600. If desired, each of the rod sections 640 may have a threaded top end and a threaded bottom end, each of which may be threaded into engagement with a corresponding internally threaded end of the associated connector 810.
(63) Each of the couplers 730 may have a centralizer 740 that receives the corresponding rod section 640 and/or connector 810. The centralizer 740 may serve to keep the corresponding rod section 640 and/or connector 810 centered along the axis of the helical pile 710 and/or the other pipe segments such as the overhead pipe segment 750.
(64) Referring to
(65) In addition to the opening 742, each centralizer 740 may have a pair of openings 744 that permit flow of grout or other materials through the centralizer 740. Thus, each centralizer 740 may maintain concentricity of the corresponding rod section 640 and/or connector 810 with the remainder of the pipe segment without significantly restricting grout flow therethrough.
(66) Referring to
(67) Referring to
(68) Referring to
(69) Referring to
(70) The interior surface 932 may define a lower receiving feature 940, which may take the form of a lower threaded bore with threads that receive the threads of a threaded exterior surface on the top end of a subtending pipe segment, which will be shown in
(71) The interior surface 932 may also have a stop feature 411 like that of the coupler 410. In the coupler 910, the stop feature 411 may separate the upper threaded bore 450 from the threads of the lower receiving feature 940.
(72) Referring to
(73) The threads of the lower receiving feature 940 and the upper receiving feature 442 may each be oriented such that rotation of the pipe assembly tends to drive the corresponding end of the adjacent pipe segment deeper into threaded engagement with the coupler 910, thus driving the pipe segment ends toward the stop feature 411. The stop feature 411 may advantageously help to prevent over-insertion of both the subtending pipe segment 920 and an overhead pipe segment (not shown) by preventing the threaded end of either pipe segment from passing beyond the top or bottom boundary of the lower receiving feature 940 or the upper receiving feature 442, respectively.
(74) Referring to
(75) The second flange 1012 may be substantially identical to the first flange 412, and may also be aligned with the first flange 412 so that the first flange 412 and the second flange 1012 may both be inserted into the drive socket 326 of the socket member 330. The second flange 1012 may help provide a second point of contact of the coupler 1010 with the drive socket 326. Thus, the second flange 1012 may beneficially help to maintain coaxiality between the socket member 330 and the coupler 1010 when the coupler 1010 is coupled to the socket member 330.
(76) This enhanced coaxiality may help smooth the rotary motion imparted to the pipe assembly 400 or the pipe assembly 700 by the socket member 330 through the coupler 1010, and may also reduce wear between the coupler 1010 and the socket member 330. Additionally, the coupler 1010 may be less likely to bind or otherwise become lodged within the drive socket 326 of the socket member 330. Yet further, the presence of the second flange 1012 may make the coupler 1010 easier to align with and properly insert into the drive socket 326.
(77) Although, as embodied in
(78) According to one method of penetrating soil, a rotary drive motor such as disclosed in U.S. Pat. No. 6,942,430 may be provided with rotary output shaft 310, rotary output member 320, socket member 330, grout tube 340, and grout fitting 350 as shown and described above. The grout plug assembly 500 may be threaded into the coupler 410 of the pipe assembly 400 by turning spacer 530, for example, with a hand tool having a protrusion shaped to engage the opening 532 of the spacer 530. The coupler 410 of the pipe assembly 400 with the grout plug assembly 500 may then be coupled to the socket member 330 by inserting the first flange 412 of the coupler 410 into the drive socket 326 of the socket member 330.
(79) Once the various components have been coupled to the drive motor assembly 210 as set forth above, the movable boom 100 may raise the drive motor assembly 210 and the pipe assembly 400 until the lower end of pipe assembly 400 can be coupled to the coupler 410 of the pipe segment already in the ground. This may be done by threading the threaded bottom end of the pipe segment coupled to the drive motor assembly 210 into engagement with the upper threaded bore 450 of the coupler 410 of the pipe segment in the ground.
(80) The pipe assembly 400 may then be driven into the ground, for example, by rotating the pipe segment coupled to the drive motor assembly 210, thereby inducing rotation of the helical pipe 420, which draws the pipe assembly 400 deeper into the ground. Once the pipe assembly 400 has reached the desired depth, grout may be pumped into the pipe assembly 400 through the grout fitting 350 and thence, into the borehole created in the earth via introduction of the pipe assembly 400. With the helical pipe 420, this may be done by releasing the grout from holes (not shown) that may be positioned proximate the bottom end of the helical pipe 420. Grout may be released continuously during soil penetration, intermittently during one or more pauses in soil penetration, or only after the pipe assembly 400 has reached its final depth.
(81) If the helical pile 710 is used, the rod sections 640 may be urged downward to urge the tip assembly 600 out of the bottom end of the helical pipe 420 or the helical pile 710. This may facilitate egress of grout from the bottom end of the helical pile 710 and into the bore hole. If desired, downward motion of the helical pile 710 may be stopped periodically to eject the tip assembly 600, release grout, and then re-seat the tip assembly 600 prior to continued penetration. Alternatively, in some instances, the tip assembly 600 can be unseated from the helical pile 710 by reversing the rotation and backing the helical pipe 710 off the full depth so that the tip assembly 600 is left at full depth.
(82) Once the grouting process is complete, the pipe assembly 400 may be disengaged from the socket member 330 by removing the first flange 412 of the coupler 410 from the drive socket 326 of the socket member 330. The grout plug assembly 500 may then be removed from the coupler 410 at the top of the pipe assembly 400 by turning spacer 530 in a direction opposite to that used to thread the grout plug assembly 500 into engagement with the coupler 410. The next pipe segment may be threaded into engagement with the coupler 410, and may be coupled to the socket member 330 through the use of another coupler 410.
(83) Turning now to
(84) In the embodiment of
(85) With the embodiment shown in
(86) The rate and pressure at which the grout is pumped into the pipe pile assembly 400, the viscosity of the grout slurry, and the rate at which the pipe pile assembly 400 is urged into the soil will determine the amount of grout in the grout/soil mixture jacket formed within the disturbed soil along the exterior of the pipe pile assembly 400. This capability affects tremendously the lateral stability of the jacketed pipe pile column formed and can add to the stability of the surrounding soil. Such jacketed pipe pile columns may be particularly suitable and advantageous for use in areas with a high water table, swampy or marsh areas where the soil is soupy by nature and particularly unstable.
(87) Additionally, the pipe pile assembly can be used as a closed loop standing column well component for ground source heat exchange as described in U.S. Provisional Patent Application No. 61-715, 756, entitled Closed Loop Standing Column Well Technology, filed Oct. 18, 2012, and incorporated herein by this reference. Once the pipe pile assembly is driven to the desired depth, the interior of the pipe pile column can be evacuated of grout by injecting a pressurized fluid to push the grout remaining in the column out the grout ports 1150. Then, if desired a small amount of grout or other material can be introduced to seal the grout ports and close the pipe pile column so that it can be used as a closed loop standing column well component for ground source heat exchange.
(88) Referring now to
(89) The bottom pile segment 1200 has a first helical flight 1242, a second helical flight 1244, a first grout port 1252, and a second grout port 1254. The first helical flight 1242 is axially spaced from the second helical flight 1244 a distance A. In one embodiment, distance A which may be about 14 inches. The second helical flight 1244 may be about 10% smaller that the first helical flight 1242 in that the second helical flight 1244 extends outwardly from the body 1210 about 10% less than the first helical flight 1242 and/or the second helical flight 1244 has a thickness B that may be 10% or more less than the thickness C of the first helical flight 1242. For example, in one embodiment, thickness B may be about 0.50 inches and thickness C may be about 0.63 inches. As shown, the first grout port 1152 is axially spaced from and diametrically opposed to the second grout port 1154.
(90) It should be understood that the bottom pile segment 1200 could have one or more helical flights of equal or various sizes and could have more than two grout ports disposed at various axial and radial positions. Further, the grout ports can be unplugged or can receive plugs that will be dislodged and unseat from the grout ports when grout is introduced at a predetermined pressure.
(91) It should be understood that neither the bottom pile segment 1100 nor the bottom pile segment 1200 need have a digging tip 1130, 1230 or an inclined cutting edge 1116, 1216, so long as the pipe pile assembly 400 can be urged into the soil.
(92) All references cited herein, including patents, patent applications, and publications, are hereby incorporated by reference in their entireties, whether previously specifically incorporated or not.
(93) Having now fully described the inventive subject matter, it will be appreciated by those skilled in the art that the same can be performed within a wide range of equivalent parameters, concentrations, and conditions without departing from the spirit and scope of the disclosure and without undue experimentation.
(94) While this disclosure has been described in connection with specific embodiments thereof, it will be understood that it is capable of further modifications. This application is intended to cover any variations, uses, or adaptations of the disclosure following, in general, the principles of the disclosure and including such departures from the present disclosure as come within known or customary practice within the art to which the disclosure pertains and as may be applied to the essential features hereinbefore set forth.