US3825076A - Pile mounted drilling rig and method - Google Patents

Pile mounted drilling rig and method Download PDF

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US3825076A
US3825076A US00331006A US33100673A US3825076A US 3825076 A US3825076 A US 3825076A US 00331006 A US00331006 A US 00331006A US 33100673 A US33100673 A US 33100673A US 3825076 A US3825076 A US 3825076A
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pile
rig
sleeve
drilling
support
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US00331006A
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A Kolb
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Brown and Root Inc
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Brown and Root Inc
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Priority to US00331006A priority Critical patent/US3825076A/en
Priority to NO794/73A priority patent/NO135679C/no
Priority to GB949573A priority patent/GB1397470A/en
Priority to NL7303395A priority patent/NL7303395A/xx
Priority to CA188,225A priority patent/CA978762A/en
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/12Underwater drilling
    • E21B7/122Underwater drilling with submersible vertically movable guide
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B15/00Supports for the drilling machine, e.g. derricks or masts
    • E21B15/02Supports for the drilling machine, e.g. derricks or masts specially adapted for underwater drilling
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/20Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes

Definitions

  • a rig for drilling in a pile projecting from a submerged surface to a location above the surface of a water body includes an elongate derrick operable to support drilling equipment and a deck fixed to the derrick at one end thereof, An elongate open ended sleeve for telescopingly receiving a pile is suspended from the deck. An apertured rig support, fixed to and generally aligned with the sleeve, is engageable with a pile received by the sleeve and provides freestanding support of the rig on the pile.
  • a conduit communicates with the interior of the pile and projects through a sleeve aperture. The conduit provides an outlet for drilling fluid and impedes turning of the rig on the pile.
  • drilling operations have often been performed utilizing drilling rigs carried by a floating vessel or barge.
  • Such techniques may often be suitable; however, they may not be entirely desirable for a number of reasons.
  • the drilling equipment is rendered responsive to wave action induced barge motions which could impede pile drilling operations.
  • a preferred form of theinvention intended to accomplish at least some of the foregoing objects entails a method and apparatus wherein a pile drilling rig is supported on the pile itself during drilling of the borehole at the pile base for purposes of setting the pile.
  • an open-ended tubular projection is suspended from a drilling rig which includes a derrick structure operable to support drilling apparatus.
  • This tubular projection and a-pile projecting-generally upwardly from a submerged surface are telescoped together.
  • the rig is then supported in a free standing manner on the pile telescoped with the tubular projection.
  • the open-ended tubular projection is in the form of elongate sleeve means for telescopingly receiving the pile.
  • Sleeve mounting means which may be in the form of braces, suspend the sleeve means from a deck means which is fixed to the derrick at one end thereof.
  • Free standing support of the rig on the pile is preferably accomplished utilizing an apertured rig support means fixed to and generally aligned with the sleeve means.
  • the apertured rig support means may advantageously constitute an annular plate located at the level of the deck means and gusseted to the sleeve means.
  • the sleeve means includes a wall defining an aperture through which projects a conduit means communicable with the interior of a pile received by the sleeve means.
  • This conduit means provides an outlet for drilling fluid.
  • the conduit means also constitutes torque resistant means for impending turning of the rig on the pile received by the sleeve means.
  • the sleeve means may be provided with annular stabilizing means supported internally of the sleeve means for stabilizing the rig on the telescopingly received pile against substantial lateral movement with respect to that pile.
  • the annular stabilizing means may be in the form of removable shims having an internal diameter appropriately sized with respect to the external diameter of the pile to be received by the sleeve.
  • the rig In order to telescope the sleeve over the pile, the rig may be supported in a generally upright posture by a cable sling. Thereafter the sling supported rig, including the sleeve, is lowered over the pile until the apertured rig support plate engages the upper end of the pile.
  • thederrick means includes lifting eyes and cable retainers adjacent opposite ends thereof.
  • the rig With the rig supported in a freestanding manner on the pile, the rig is isolated from any wave action that might otherwise interfere with drilling operations.
  • a nearby barge may be employed to provide power to the drilling equipment on the rig through various hoses, but only the hoses would be subject to wave induced motion.
  • the derrick may be provided with suitable elevated work platforms if desired, as well as with various drilling tool guides, drilling pipe storage compartments, and primary and/or auxilliary power equipment usually associated with drilling operations.
  • the pile During drilling of the borehole at the pile base, the pile remains in position by reason of the skin friction between the pile and the surrounding submerged ground. After removing the rig from the pile, the pile may be driven into the ground in any suitable manner, and the pile may be permanently set. It is, however, contemplated that underreaming of the pile may be practiced so that the pile, with the rig mounted thereon, penetrates further into the ground during drilling, and is thereafter set.
  • FIG. 1 is a partially completed off-shore platform 12 for use in well drilling operations may be seen.
  • This platform 12 maybe positioned in any suitable manner at its off-shore location.
  • the platform 12 includes a conventional tower structure 13 provided with legs 14 projecting generally upwardly, at an incline, from a submerged surface 16 to a location above the surface 18 of a water body 20. These legs 14 constitute jackets surrounding hollow piles 22 received by the legs and operative to stabilize the platform 12 at its off-shore location.
  • deck sections (not shown) may be provided at the upper end thereof. These deck sections are conventionally associated with legs constituting generally vertical continuation of the inclined legs of the illustrated, partially completed, platform 12. Such vertical .legs maybe joined to the inclined legs illustrated by a miter joint.
  • the piles 22 penetrate beneath the submerged surface 16. However, the piles are not finally set. Operations for subsequent setting of the piles include the drilling of a borehole beneath the open bottom of the hollow piles to accomodate deeper penetration of the piles beneath the submerged surface 16.
  • this is accomplished utilizing a pile drilling rig 24 supported in a freestanding fashion on the pile.
  • the rig 24 is isolated from wave action which might otherwise the construction of completed platform 12 will not always be acceptable for mounting of pile drilling equipment insofar as such decks are, as earlier noted, often associated with generally vertical legs mitered to the inclined legs of the illustrated; partially completed platform.
  • Locating of the pile drilling rig 24 in its position of freestanding support on a pile 22 may be accomplished by lowering of the rig 24 onto the upper pile section projecting above the surface 18 of the water body 20.
  • a crane assembly 26 mounted on a floating barge 28 may be employed for such lowering.
  • a cable sling support 30 for the rig may be suitably connected to the crane assembly 26; and the crane assembly 26 maybe operated to lower the sling supported rig 24 from its full line position, as depicted in FIG. 1, to its inclined dotted line position supported on the pile 22.
  • the crane assembly 26 may be employed to lift, by means of the sling assembly 30, the pile drilling rig 24 from that pile 22. Then the rig 24 may be similarly repositioned above another pile and similarly lowered into its position of freestanding support on that other pile.
  • the barge 28 may be employed to provide power for operations associated with pile drilling operations;
  • Such power sources schematically indicated at 32 in FIG.v 1
  • the cables, hoses, etc. maybe subject to the effects'of barge motion induced by wave action, the drilling rig 24 is essentiallyisolated from those effects.
  • FIGS; 2 through 6 the structure and operation of the drilling rig 24 depicted in FIG. 1 may be more fully appreciated.
  • the rig 24 includes an elongate derrick 36 projecting upwardly from a deck assembly 38 fixed to the derrick 36 at one end thereof.
  • An open ended tubular structure 40 is suspended from the rig.
  • the derrick or mast portion 36 of the rig 24 may be suitably fabricated in any desired length from a .plurality of legs 42 and a network of interconnected structural members 44 forming braces and struts.
  • the illustrated derrick 36 need not be described in detail.
  • reference may be had to Irons et al U.S. Pat. No. 3,539,024 issued have adverse effects on pile drilling operations.
  • the mounting of the rig 24 on the piles enables completion of the pile drilling operations without the need for awaiting construction of'a deck on which pile drilling equipment can be supported at the upper end of the platform 12.
  • the derrick 36 may be connected at one end thereof to the deck assembly 38 in any suitable manner.
  • a crown block assembly 46 is provided at the other end of the derrick.
  • This crown block assembly 46 is employed to mount a fixed pulley or block section 48 in a conventional manner.
  • the fixedblock 48 forms part of a pulley system which also includes a travelling block 50.
  • the travelling block 50 is employed to raise and lower a drill string, schematically indicated in phantom at 52, at desired times.
  • control of movement of the travelling block 50 may be accomplished utilizing a winch, schematically indicated at 54, mounted on the deck assembly 38 and operative to control a cable 56 passing through the crown block assembly 46 and around the fixed pulley 48.
  • a winch schematically indicated at 54
  • FIGS. 5 and 6 the basic structure of the crown block assembly may be seen.
  • the associated pulleys and drilling equipment have been omitted for clarity from these figures, and the derrick structure 36 is shown only partially in FIG. 6.
  • the crown block assembly 46 may be comprised of a plurality of l-beams 58 suitably interconnected to form a generally rectangular framework. These I- beams 58 may be provided with a plurality of apertures 60 spaced about the framework to facilitate bolting of the crown block assembly to the derrick structure 36 at the upper end thereof. The provision for bolting of the crown block assembly to the derrick structure facilitates shifting of the position of that assembly or removal of that assembly if desired.
  • this lowering of the rig ontothe pile 22 is accomplished by forming the previously identified tubular projection 40 as a sleeve for telescopingly receiving a pile 22.
  • the lower end 64 of the sleeve 40 may be generally outwardly flared so as to facilitate guiding of the rig into its position supported on the pile 22 with the pile telescopingly received by the sleeve 40.
  • the sleeve 40 may be suspended from the rig by a suitable number of circumferentially spaced, inclined brace members 66 attached to the deck assembly 38.
  • the suspension of the sleeve 40 from the rig by means of the braces 66 is accomplished so as to align the longitudinal axis of the sleeve 40 with the path of travel of a drill string 52 controlled by the travelling block 50.
  • a drilling bit schematically indicated at 68 in FIG. 2 may be lowered through the pile 22 telescopingly received by the sleeve 40.
  • rotation of the drillstring and the associated drilling bit 68 may be accomplished by utilization of a power swivel 70 suitably con nected to the travelling block 50 as by means of a bracket 72.
  • This power swivel 70 is operative in a known manner to not only rotate the drill string and drilling bit 68 but also to maintain the string 52 and bit 68 at the appropriate inclination aligned with'the inclined pile 22.
  • Drilling fluid and power may be supplied to the drilling equipment through the power swivel 70 by appropriate hoses (not shown in FIG. 2) that may lead'back to the barge 28 as schematically indicated at 34 in FIG. 1.
  • any suitable power swivel 70 may suffice such as the lOO-ton power swivel commercially available from the '40 includes an aperture 78 in its wall, and a conduit 80 passing through this aperture is connected in any suitable manner to the pile 22 so as to communicate with the internal portion thereof.
  • This conduit 80 may be employed as an outlet for drilling fluid, which outlet may be directly to the water body 20 or may be suitable connected by flexible hoses or the like to any desired disposal equipment.
  • the generally rigid conduit 80 provides the torque resistance impending turning of the rig on the pile.
  • the present invention embraces the use of a non-rotating drill string.
  • turbine drilling or jetting may be employed.
  • drilling apparatus employing an hydraulic jetting and air lift principle may be utilized.
  • jetting nozzles may be disposed in an annular fashion radially outward of the apertures providing for air lift.
  • the drilling apparatus utilized in the jetting and air lift apparatus may include circumferentially disposed, projecting teeth to aid in breaking up the ground material upon the application of vertically recipricatory and/or rotational forces to the apparatus.
  • the sleeve 40 may include stabilizers in the form of annular shims 82 for stabilizing the rig on the received pile against substantial lateral movement with respect to the pile 22.
  • These shims 82 are sized to have an internal diameter slightly greater than the external diameter of the pile 22 and, preferably, may-be removed and replaced with other appropriately sized shims for accomodating piles 22 of other external diameters.
  • the freestanding support of the rig 24'on the pile 22 is accomplished by engagement of the pile 22 with rig support means.
  • this rig support means is in the form of an annular plate 84 attached to the sleeve 40.
  • the central aperture in the annular plate 84 has a diameter substantially equal to the internal diameter of the pile 22 so that the plate may rest fully on the pile as indicated at 86 in FIG.'4.
  • Securing of the plate 84 to the tubular sleeve 40 may be accomplished by a plurality of circumferentially spaced gussets 88 as may be seen in FIG. 2.
  • the plate 84 resting on the pile 22 bears essentially the entire weight of the pile drilling rig 24 and its associated equipment, with force being advantageously transmitted to the pile receiving sleeve 40 through the gussets 88 and to the deck assembly 38 through the braces 66.
  • the deck assembly 38 may be comprised of a plurality of suitably interconnected I-beams 90 forming a network having a generally rectangular boundary and emanating from a central portion at which the sleeve 40 and plate 84 are located.
  • a fence like structure 92 comprised of a plurality of handrails and stanchions.
  • a suitable platform floor 94 (omitted in FIG. 3 for clarity) is provided for walking area.
  • the deck assembly may support conventional air tuggers, schematically shown at 96 in FIG. 3, for use in connection with operating the power swivel 70 and for handling pipe sections for the drill string.
  • a suitablepipe rack 98 for storage of drill string pipe may also be provided.
  • the deck may also support a suitable slip assembly 100 (see FIG. 2) to facilitate adding of pipe sections to the drill string.
  • connection and disconnection of pipe sections may be accomplished in a conventional manner.
  • the rig 24 is positioned on the pile 22 with a sufficient amount of pipe in the rack 98 to facilitate drilling. After completion of drilling of the borehole at the base of the pile, the rig may be removed and the pile may be driven and set in any suitable manner.
  • elongate derrick means operable to support drilling means
  • apertured rig support means fixed to and generally aligned with said sleeve means, for engaging a pile received by said sleeve means and providing freestanding support of said rig on the pile.
  • said sleeve means includes annular stabilizing means supported internally of said sleeve means for stabilizing said rig on a pile received by said sleeve means against substantial lateral movement with respect to the pile.
  • said apertured rig support means is located adjacent said deck means, and said sleeve mounting means comprises:
  • brace means operable to transmit force to said deck means. 4.
  • said apertured rig support means is gusseted to said sleeve means.
  • elongate derrick means operable to support drilling means
  • apertured rig support means fixed to and generally aligned with said sleeve means, for engaging a pile received by said sleeve means and providing freestanding support of said rig on the pile;
  • said sleeve means including a wall defining an aperture
  • the'rig further including: conduit means communicable with the interior of a pile received by said sleeve means and projecting through said aperture defined by said sleeve means wall,
  • conduit means providing an; outlet for drilling fluid and constituting torque resistant means for impending turning of said rig on a pile received by said sleeve means.
  • said sleeve means -includes annular stabilizing means supported internally of said sleeve means for stabilizing said rig on a pile received by said sleeve means against substantial lateral movement with respect to the pile.
  • elongate derrick means operable to support drilling means
  • apertured rig support means fixed to and generally aligned with said sleeve means, for engaging a pile received by said sleeve means and providing freestanding support of said rig on the pile;
  • said derrick means including means adjacent opposite ends thereof for receiving rig lifting cables in a sling arrangement.
  • a cable sling comprised of rig lifting calbes extending between locations adjacent opposite ends of the derrick means, and I lowering the slong supported rig, including the sleeve means, over'the pile until the rig support means engages the pile.
  • Apparatus for drilling in a pile projecting from a submerged surface to a location above the surface of a water body comprising:
  • floating vessel means supporting power supply means and 1 a drilling rig including:
  • elongate derrick means operable to support drilling means powered by said power supply means; deck means fixed to said derrick means at one end thereof; elongate, open ended, tubular projection means for telescoping together with a pile; sleeve mounting means for suspending said sleeve means from said rig; and rig support means, generally aligned with said tubular projection means, for engaging a pile and providing freestanding support of said rig on the pile telescoping the tubular projection and one of the piles together;
  • a rig for'drilling in a pile projecting from a submerged surface comprising:
  • elongate derrick means operable to support drilling means
  • rig support means engageable with the pile telescoped together with the tubular projection, for supporting the rig on the pile in a freestanding manner.
  • a rig according to claim 16 including:
  • conduit means communicable with the interior of a pile telescoped together with said tubular projection, l
  • conduit means providing a passage for drilling fluid and constituting torque resistant means for impeding turning of the rig on a pile telescoped together with said tubular projection.
  • a rig according to claim 16 including:
  • a cable sling comprised of rig lifting cables extending between locations adjacent opposite ends of the derrick means, and lowering the sling supported rig, including the tubular projection, until the rig support means engages the pile.
  • FIGURE 1 shows a barge disposed adjacent to a partially completedoffshore platform with a pile drilling rig suspended above the r platform, the rig also being shown in dash lines in position and supported by a pile;
  • FIGURE 2 illustrates the pile drilling rig of FIGURE 1 on a larger scale
  • FIGURE 3 is a view taken along line 3-3 of FIGURE 2 showing the annular rig support plate
  • FIGURE 4 is a view taken along line 44 of FIGURE 3 illustrating support of the rig on a pile:
  • FIGURE 5 is a view taken along line 5-5 of FIGURE 2 depicting the crown block assembly of the rig; and 5 FIGURE 6 is a view taken along line 6-6 of FIGURE 5 showing a portion of the structural network of the mast portion of the rig.

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Abstract

A rig for drilling in a pile projecting from a submerged surface to a location above the surface of a water body includes an elongate derrick operable to support drilling equipment and a deck fixed to the derrick at one end thereof. An elongate open ended sleeve for telescopingly receiving a pile is suspended from the deck. An apertured rig support, fixed to and generally aligned with the sleeve, is engageable with a pile received by the sleeve and provides freestanding support of the rig on the pile. A conduit communicates with the interior of the pile and projects through a sleeve aperture. The conduit provides an outlet for drilling fluid and impedes turning of the rig on the pile. A method for drilling in piles of an offshore structure entails supporting the rig in a freestanding manner on one pile, drilling a borehole at the pile base, and lifting the rig from the pile with lifting cables arranged in a sling arrangement. Thereafter the rig is supported on another pile and a borehole is drilled at the base thereof.

Description

United States Patent 91 Kolb 1 1 PILE MOUNTED DRILLING RIG AND METHOD [75] Inventor: Alfred Reeves Kolb, Garalston on Sea, England [73] Assigneei Brown & Root, Inc., Houston, Tex.
[22] Filed: Feb. 9, 1973 [21] Appl. No.: 331,006
Primary Examiner-Frank L. Abbott Assistant Examiner-Richard E. Favreau Attorney, Agent, or Firm-Burns, Doane, Swecker & Mathis [451 July 23, 1974 [5 7 ABSTRACT A rig for drilling in a pile projecting from a submerged surface to a location above the surface of a water body includes an elongate derrick operable to support drilling equipment and a deck fixed to the derrick at one end thereof, An elongate open ended sleeve for telescopingly receiving a pile is suspended from the deck. An apertured rig support, fixed to and generally aligned with the sleeve, is engageable with a pile received by the sleeve and provides freestanding support of the rig on the pile. A conduit communicates with the interior of the pile and projects through a sleeve aperture. The conduit provides an outlet for drilling fluid and impedes turning of the rig on the pile.
21 Claims, 6 Drawing Figures 1 PILE MOUNTED DRILLING RIG AND METHOD BACKGROUND OF THE INVENTION This invention relates to drilling operations associated with the setting of piling utilized to support and stablize off-shore well drilling platforms. More particularly, this invention relates to operations involving the drilling of boreholes at the base of installed piles so as to enable the driving of such piles further beneath the submerged surface.
In the past, such drilling operations have often been performed utilizing drilling rigs carried by a floating vessel or barge. Such techniques may often be suitable; however, they may not be entirely desirable for a number of reasons. For example, where a floating barge is employed as the support for the drilling equipment, the drilling equipment is rendered responsive to wave action induced barge motions which could impede pile drilling operations. g
It would, therefore, be desirable to provide for pile setting techniques wherein the drilling equipment would be essentially isolated from .wave action effects associated with barge movement or the like.
Although elimination of such effects of wave action may be realized by the mounting of the drilling rig on a platform associated with and supported by the piles to be drilled, it will be recognized that mounting of this type may often not be practical. For example, the time factor required for constructing a platform may present significant problems, particularly where rough waters are often encountered. In such cases, delay of the pile drilling operation while awaiting platform construction would not be entirely feasible by reason of the increased possibility of damage to the offshorestructure by sea effects prior to the time that the piles are suitably set.
It would, therefore, also be desirable to provide for pile setting techniques wherein the drilling equipment is not only essentially isolated from wave action effects but according to which drilling operations may be conveniently commenced and practiced at environmentally suitable times.
'In' addition, it will be appreciated that the inclined nature of the jacket legs associated with many offshore structures could hamper any attempts to rely upon platform mounted pile drilling rigs. These legs are often inclined for their major extent and then joined to a straight section adjacent the zone of the platform. As a result, the similarly oriented piles would not be ,particularly amenable to receipt of drilling equipment mounted on the platform. Therefore, added construction and handling expenses might result from attempted use of platform mounted drilling rigs.
It would thus be further desirable to provide for pile setting techniques wherein construction and handling expenses associated with mounting of the rig are minimized.
OBJECTS AND SUMMARY OF A PREFERRED FORM OF THE INVENTION It is afurther object of the present invention to provide for pile setting techniques wherein pile drilling operations may be conveniently practiced at times consistent with sea conditions.
It is an additional object of the present invention to i It is a particular object of the present invention to provide a novelmethod and apparatus wherein a pile is set utilizing a pile drilling rig supported on the pile itself.
It is a further object ofthe present invention to provide a simple lightweight means of drilling in piling with equipment that is portable, self-supporting when associated with a pile, and operable in a position isolated from wave action motions.
A preferred form of theinvention intended to accomplish at least some of the foregoing objects entails a method and apparatus wherein a pile drilling rig is supported on the pile itself during drilling of the borehole at the pile base for purposes of setting the pile.
According to method and apparatus aspects of the invention, an open-ended tubular projection is suspended from a drilling rig which includes a derrick structure operable to support drilling apparatus. This tubular projection and a-pile projecting-generally upwardly from a submerged surface are telescoped together. By engaging the pile with rig support means, the rig is then supported in a free standing manner on the pile telescoped with the tubular projection.
Preferably the open-ended tubular projection is in the form of elongate sleeve means for telescopingly receiving the pile. Sleeve mounting means, which may be in the form of braces, suspend the sleeve means from a deck means which is fixed to the derrick at one end thereof.
Free standing support of the rig on the pile is preferably accomplished utilizing an apertured rig support means fixed to and generally aligned with the sleeve means. The apertured rig support means may advantageously constitute an annular plate located at the level of the deck means and gusseted to the sleeve means.
The sleeve means includes a wall defining an aperture through which projects a conduit means communicable with the interior of a pile received by the sleeve means. This conduit means provides an outlet for drilling fluid. Advantageously, where rotary drilling apparatus is employed, the conduit means also constitutes torque resistant means for impending turning of the rig on the pile received by the sleeve means.
The sleeve meansmay be provided with annular stabilizing means supported internally of the sleeve means for stabilizing the rig on the telescopingly received pile against substantial lateral movement with respect to that pile. The annular stabilizing means may be in the form of removable shims having an internal diameter appropriately sized with respect to the external diameter of the pile to be received by the sleeve.
In order to telescope the sleeve over the pile, the rig may be supported in a generally upright posture by a cable sling. Thereafter the sling supported rig, including the sleeve, is lowered over the pile until the apertured rig support plate engages the upper end of the pile. For purposes of arranging the sling, thederrick means includes lifting eyes and cable retainers adjacent opposite ends thereof.
With the rig supported in a freestanding manner on the pile, the rig is isolated from any wave action that might otherwise interfere with drilling operations. In this connection, a nearby barge may be employed to provide power to the drilling equipment on the rig through various hoses, but only the hoses would be subject to wave induced motion.
The derrick may be provided with suitable elevated work platforms if desired, as well as with various drilling tool guides, drilling pipe storage compartments, and primary and/or auxilliary power equipment usually associated with drilling operations.
During drilling of the borehole at the pile base, the pile remains in position by reason of the skin friction between the pile and the surrounding submerged ground. After removing the rig from the pile, the pile may be driven into the ground in any suitable manner, and the pile may be permanently set. It is, however, contemplated that underreaming of the pile may be practiced so that the pile, with the rig mounted thereon, penetrates further into the ground during drilling, and is thereafter set.
DETAILED DESCRIPTION With reference now to FIG. 1 is a partially completed off-shore platform 12 for use in well drilling operations may be seen. This platform 12 maybe positioned in any suitable manner at its off-shore location.
As may be noted in FIG. 1, the platform 12 includes a conventional tower structure 13 provided with legs 14 projecting generally upwardly, at an incline, from a submerged surface 16 to a location above the surface 18 of a water body 20. These legs 14 constitute jackets surrounding hollow piles 22 received by the legs and operative to stabilize the platform 12 at its off-shore location. When the platform 12 is'completed, deck sections (not shown) may be provided at the upper end thereof. These deck sections are conventionally associated with legs constituting generally vertical continuation of the inclined legs of the illustrated, partially completed, platform 12. Such vertical .legs maybe joined to the inclined legs illustrated by a miter joint.
In the condition depicted in FIG. 1, the piles 22 penetrate beneath the submerged surface 16. However, the piles are not finally set. Operations for subsequent setting of the piles include the drilling of a borehole beneath the open bottom of the hollow piles to accomodate deeper penetration of the piles beneath the submerged surface 16.
According to the present invention, this is accomplished utilizing a pile drilling rig 24 supported in a freestanding fashion on the pile. In this manner, the rig 24 is isolated from wave action which might otherwise the construction of completed platform 12 will not always be acceptable for mounting of pile drilling equipment insofar as such decks are, as earlier noted, often associated with generally vertical legs mitered to the inclined legs of the illustrated; partially completed platform.
Locating of the pile drilling rig 24 in its position of freestanding support on a pile 22 may be accomplished by lowering of the rig 24 onto the upper pile section projecting above the surface 18 of the water body 20. A crane assembly 26 mounted on a floating barge 28 may be employed for such lowering. In this connection, a cable sling support 30 for the rig, discussed more fully hereinafter, may be suitably connected to the crane assembly 26; and the crane assembly 26 maybe operated to lower the sling supported rig 24 from its full line position, as depicted in FIG. 1, to its inclined dotted line position supported on the pile 22.
Upon completion of pile drilling operations associated with one pile 22, the crane assembly 26 may be employed to lift, by means of the sling assembly 30, the pile drilling rig 24 from that pile 22. Then the rig 24 may be similarly repositioned above another pile and similarly lowered into its position of freestanding support on that other pile.
It will be appreciated that the barge 28 may be employed to provide power for operations associated with pile drilling operations; Such power sources, schematically indicated at 32 in FIG.v 1, may be suitably connected by means of hoses, cables, etc., to the suitable equipment on the drilling rig 24 as indicated schematically at 34. Although the cables, hoses, etc. maybe subject to the effects'of barge motion induced by wave action, the drilling rig 24 is essentiallyisolated from those effects.
With reference to FIGS; 2 through 6, the structure and operation of the drilling rig 24 depicted in FIG. 1 may be more fully appreciated.
As shown in FIG. 2, the rig 24 includes an elongate derrick 36 projecting upwardly from a deck assembly 38 fixed to the derrick 36 at one end thereof. An open ended tubular structure 40 is suspended from the rig.
The derrick or mast portion 36 of the rig 24 may be suitably fabricated in any desired length from a .plurality of legs 42 and a network of interconnected structural members 44 forming braces and struts. In that the construction of derrick structures of drilling rig masts is conventional, the illustrated derrick 36 need not be described in detail. In this connection, reference may be had to Irons et al U.S. Pat. No. 3,539,024 issued have adverse effects on pile drilling operations. In addition, the mounting of the rig 24 on the piles enables completion of the pile drilling operations without the need for awaiting construction of'a deck on which pile drilling equipment can be supported at the upper end of the platform 12.
It will be appreciated that awaiting such construction would present an inherent delay in the setting of the piles. Moreover, such delay could prove particularly undesirable in off-shore locations where rough seas are often encountered. At any rate, decks associated with Nov. 10, 1970, and assigned to the assignee of the present invention, for an example of a drilling rig mast.
The derrick 36 may be connected at one end thereof to the deck assembly 38 in any suitable manner. At the other end of the derrick, a crown block assembly 46 is provided.
This crown block assembly 46 is employed to mount a fixed pulley or block section 48 in a conventional manner..The fixedblock 48 forms part of a pulley system which also includes a travelling block 50. The travelling block 50 is employed to raise and lower a drill string, schematically indicated in phantom at 52, at desired times. In this connection, it may be noted that control of movement of the travelling block 50 may be accomplished utilizing a winch, schematically indicated at 54, mounted on the deck assembly 38 and operative to control a cable 56 passing through the crown block assembly 46 and around the fixed pulley 48. Again, reference may be had to the previously indentified Irons et al U.S. Pat. No. 3,539,024 for an example of operations for controlling the raising and lowering of a drill string. v
In FIGS. 5 and 6 the basic structure of the crown block assembly may be seen. The associated pulleys and drilling equipment have been omitted for clarity from these figures, and the derrick structure 36 is shown only partially in FIG. 6.
The crown block assembly 46 may be comprised of a plurality of l-beams 58 suitably interconnected to form a generally rectangular framework. These I- beams 58 may be provided with a plurality of apertures 60 spaced about the framework to facilitate bolting of the crown block assembly to the derrick structure 36 at the upper end thereof. The provision for bolting of the crown block assembly to the derrick structure facilitates shifting of the position of that assembly or removal of that assembly if desired.
Adjacent opposite ends of two parallel ones of the I- I In the preferred and illustrated form of the present invention this lowering of the rig ontothe pile 22 is accomplished by forming the previously identified tubular projection 40 as a sleeve for telescopingly receiving a pile 22. The lower end 64 of the sleeve 40 may be generally outwardly flared so as to facilitate guiding of the rig into its position supported on the pile 22 with the pile telescopingly received by the sleeve 40.
As may be seen in FIGS. 2 and 4, the sleeve 40 may be suspended from the rig by a suitable number of circumferentially spaced, inclined brace members 66 attached to the deck assembly 38. As will be appreciated, the suspension of the sleeve 40 from the rig by means of the braces 66 is accomplished so as to align the longitudinal axis of the sleeve 40 with the path of travel of a drill string 52 controlled by the travelling block 50. In this fashion, a drilling bit schematically indicated at 68 in FIG. 2, may be lowered through the pile 22 telescopingly received by the sleeve 40.
At this juncture it may be noted that where rotary drilling equipment is employed, rotation of the drillstring and the associated drilling bit 68 may be accomplished by utilization of a power swivel 70 suitably con nected to the travelling block 50 as by means of a bracket 72. This power swivel 70 is operative in a known manner to not only rotate the drill string and drilling bit 68 but also to maintain the string 52 and bit 68 at the appropriate inclination aligned with'the inclined pile 22. Drilling fluid and power may be supplied to the drilling equipment through the power swivel 70 by appropriate hoses (not shown in FIG. 2) that may lead'back to the barge 28 as schematically indicated at 34 in FIG. 1.
Any suitable power swivel 70 may suffice such as the lOO-ton power swivel commercially available from the '40 includes an aperture 78 in its wall, and a conduit 80 passing through this aperture is connected in any suitable manner to the pile 22 so as to communicate with the internal portion thereof. This conduit 80 may be employed as an outlet for drilling fluid, which outlet may be directly to the water body 20 or may be suitable connected by flexible hoses or the like to any desired disposal equipment. At this same time, the generally rigid conduit 80 provides the torque resistance impending turning of the rig on the pile.
It will, however, be appreciated that the present invention embraces the use of a non-rotating drill string. For example, turbine drilling or jetting may be employed.
In this connection, it is particularly envisioned that drilling apparatus employing an hydraulic jetting and air lift principle may be utilized. Reference may be had to U.S. Pat. No. 3,597,930, issued Aug. 10, l97l,and assigned to the assignee of the present invention for a disclosure of the general principle of this type, i.e., jetting and gas lift, in the environment of a pile clean out operation. It is, however, particularly noted that in the piledrilling environment of the present invention, jetting nozzles may be disposed in an annular fashion radially outward of the apertures providing for air lift. It is also noted that the drilling apparatus utilized in the jetting and air lift apparatus may include circumferentially disposed, projecting teeth to aid in breaking up the ground material upon the application of vertically recipricatory and/or rotational forces to the apparatus.
As illustrated in FIG. 4 the sleeve 40 may include stabilizers in the form of annular shims 82 for stabilizing the rig on the received pile against substantial lateral movement with respect to the pile 22. These shims 82 are sized to have an internal diameter slightly greater than the external diameter of the pile 22 and, preferably, may-be removed and replaced with other appropriately sized shims for accomodating piles 22 of other external diameters.
As best viewed in FIGS. 3 and 4, the freestanding support of the rig 24'on the pile 22 is accomplished by engagement of the pile 22 with rig support means. Preferably this rig support means is in the form of an annular plate 84 attached to the sleeve 40. The central aperture in the annular plate 84 has a diameter substantially equal to the internal diameter of the pile 22 so that the plate may rest fully on the pile as indicated at 86 in FIG.'4. Securing of the plate 84 to the tubular sleeve 40 may be accomplished by a plurality of circumferentially spaced gussets 88 as may be seen in FIG. 2.
The plate 84 resting on the pile 22 bears essentially the entire weight of the pile drilling rig 24 and its associated equipment, with force being advantageously transmitted to the pile receiving sleeve 40 through the gussets 88 and to the deck assembly 38 through the braces 66.
From FIGS. 3 and 4, it may be seen that the deck assembly 38 may be comprised of a plurality of suitably interconnected I-beams 90 forming a network having a generally rectangular boundary and emanating from a central portion at which the sleeve 40 and plate 84 are located. Around this rectangular boundary is disposed a fence like structure 92 comprised of a plurality of handrails and stanchions. A suitable platform floor 94 (omitted in FIG. 3 for clarity) is provided for walking area.
If desired, the deck assembly may support conventional air tuggers, schematically shown at 96 in FIG. 3, for use in connection with operating the power swivel 70 and for handling pipe sections for the drill string. A suitablepipe rack 98 for storage of drill string pipe may also be provided. The deck may also support a suitable slip assembly 100 (see FIG. 2) to facilitate adding of pipe sections to the drill string.
Connection and disconnection of pipe sections may be accomplished in a conventional manner. Reference may be had to Lawrence U.S. Pat. No. 3,472,034 issued Oct. 14, 1969, and assigned to the assignee of the present invention, for an example of pipe section handling techniques and use of a slip assembly in connection with a derrick, but in a pipeline laying environment.
As will be appreciated, the rig 24 is positioned on the pile 22 with a sufficient amount of pipe in the rack 98 to facilitate drilling. After completion of drilling of the borehole at the base of the pile, the rig may be removed and the pile may be driven and set in any suitable manner.
SUMMARY OF ADVANTAGES Although the present invention has been described with reference to a preferred form thereof, it will be appreciated that additions, modifications, substitutions and deletions may be made without departing from the spirit and scope of the invention as defined in the appended claims.
What is claimed is:
1. A rig for drilling in a pile projecting from a submerged surface to a location above the surface of water body, comprising:
elongate derrick means operable to support drilling means;
deck means fixed to said derrick means at one end thereof; I
elongate, open ended, sleeve means for telescopingly receiving a pile;
sleeve mounting means for suspending said sleeve means from said deck means generally in alignment with said derrick means; and
apertured rig support means, fixed to and generally aligned with said sleeve means, for engaging a pile received by said sleeve means and providing freestanding support of said rig on the pile. 2. A rig according to claim 1 wherein: said sleeve means includes annular stabilizing means supported internally of said sleeve means for stabilizing said rig on a pile received by said sleeve means against substantial lateral movement with respect to the pile. r 3. A rig according to claim 1 wherein said apertured rig support means is located adjacent said deck means, and said sleeve mounting means comprises:
brace meansoperable to transmit force to said deck means. 4. A rig according to claim 3 wherein: said apertured rig support means is gusseted to said sleeve means. v
5. A rig for drilling in a pile projecting from asubmerged surface to a location above the surface of a water body, comprising:
elongate derrick means operable to support drilling means;
deck means fixed to said derrick means at one end thereof;
elongate, open ended, sleeve means for telescopingly receiving a pile; sleeve mountingmeans for suspending said sleeve means from said deck means; and
apertured rig support means, fixed to and generally aligned with said sleeve means, for engaging a pile received by said sleeve means and providing freestanding support of said rig on the pile;
said sleeve means including a wall defining an aperture, the'rig further including: conduit means communicable with the interior of a pile received by said sleeve means and projecting through said aperture defined by said sleeve means wall,
said conduit means providing an; outlet for drilling fluid and constituting torque resistant means for impending turning of said rig on a pile received by said sleeve means.
6. A rig according to claim 5 wherein:
said sleeve means-includes annular stabilizing means supported internally of said sleeve means for stabilizing said rig on a pile received by said sleeve means against substantial lateral movement with respect to the pile.
7. A rig for drilling in a pile projecting from a submergedsurface to a location above the surface of a water body, comprising:
elongate derrick means operable to support drilling means;
deck means fixed to said derrick means atone end thereof;
elongate, open ended, sleeve means for telescopingly receiving a pile;
sleeve mounting means for suspending said sleeve means from said deck means; and
apertured rig support means, fixed to and generally aligned with said sleeve means, for engaging a pile received by said sleeve means and providing freestanding support of said rig on the pile;
said derrick means including means adjacent opposite ends thereof for receiving rig lifting cables in a sling arrangement.
8. In a method of drilling in a pile projecting from a Submerged surface to a location above the surface of the water body, the method utilizing a rig including a deck mounted, elongate derrick means operable to support drilling means, the improvement comprising:
suspending an open ended sleeve means from the deck on which the derrick means is mounted, with the sleeve means generally in alignment with the derrick means,
telescoping the sleeve means over the pile, and
supporting the rig on the pile received by the sleeve means in a freestanding manner by engaging the pile with apertured rig support means fixed to and generally aligned with said sleeve means.
-9. The improvement according to claim 8 including the step of:
stabilizing the rig against substantial lateral movement with respect to the pile by annular shims supported internally of the sleeve means.
10. in a method of drilling in a pile projecting from a submerged surface to a location above thesurfaceof the water body, the method utilizing a rig including a deck mounted, elongate derrick means operable to support drilling means, the improvement comprising:
suspending an open ended sleeve means from the deck on which the derrick means is mounted, telescoping the sleeve means over the pile, supporting the rig on the pile received by the sleeve means in a freestandingmanner by engaging the pile with apertured rig support'means fixed to and generally aligned with said sleeve means, and impending turning of the rig on the pile with conduit means communicable with the interiorv of the pile and projecting through an aperture in the sleeve means, thelconduit means also establishing an outlet for drilling fluid.
11. The improvement according to claim 10 including the step of:
stabilizing the rig against substantial lateral movement with respect to the pile by annular shims supported internally of the sleeve means.
12. In a method of drilling in a pile projecting from a submerged surface to a location above the surface of the water body, the method utilizing a rig including a deck mounted, elongate derrick means operable to support drilling means, the improvement comprising:
suspending an open ended sleeve means from the deck on which the derrick means is mounted, telescoping the sleeve means over the pile, supporting the rig on the pile received by the sleeve means in a freestanding manner by engaging the pile with apertured rig support means fixed to and generally aligned with said sleeve means, and including:
supporting the rig, in a generally upright posture, by
a cable sling comprised of rig lifting calbes extending between locations adjacent opposite ends of the derrick means, and I lowering the slong supported rig, including the sleeve means, over'the pile until the rig support means engages the pile.
13. In a method of drilling in a pile projecting generally upwardly from a submerged surface, the method utilizing a drilling rig including a derrick means operable to support drilling means, the improvement comprising:
suspending an open ended tubular projection from the rig; telescoping the tubular projection and the pile together; and supporting the rig on the pile telescoped together with the tubular projection, in a free standing manner, by engaging the pile with rig support means. 14. Apparatus for drilling in a pile projecting from a submerged surface to a location above the surface of a water body, comprising:
floating vessel means supporting power supply means, and 1 a drilling rig including:
elongate derrick means operable to support drilling means powered by said power supply means; deck means fixed to said derrick means at one end thereof; elongate, open ended, tubular projection means for telescoping together with a pile; sleeve mounting means for suspending said sleeve means from said rig; and rig support means, generally aligned with said tubular projection means, for engaging a pile and providing freestanding support of said rig on the pile telescoping the tubular projection and one of the piles together;
supporting the rig on the pile telescoped together with the tubular projection, in a free standing manner, by engaging the pile with rig support means;
drilling a borehole at the base of the pile;
lifting the rig from the pile;
telescoping the tubular projection and another of the piles together;
supporting the rig on the another pile, in a free standing manner, by engaging the another pile with the rig support means; and
drilling a borehole at the base of the another pile.
16. A rig for'drilling in a pile projecting from a submerged surface, comprising:
elongate derrick means operable to support drilling means;
a tubular projection operable to be telescoped together with the pile;
means for suspending the tubular projection from the rig; and
rig support means engageable with the pile telescoped together with the tubular projection, for supporting the rig on the pile in a freestanding manner.
17. A rig according to claim 16 including:
conduit means communicable with the interior of a pile telescoped together with said tubular projection, l
said conduit means providing a passage for drilling fluid and constituting torque resistant means for impeding turning of the rig on a pile telescoped together with said tubular projection.
18. A rig according to claim 16 including:
means adjacent opposite ends of said derrick means for receiving rig lifting cables in a sling arrange ment. 19. in a method of drilling in a pile projecting from a submerged surface, the method utilizing a rig including elongate derrick means operable to support drilling means, the improvement comprising:
suspending a tubular projection from the rig; telescoping the tubular projection together with the pile; and supporting the rig on the pile telescoped together with the tubular projection in a freestanding-manner by engaging the pile with rig support means fixed to and generally aligned with the tubular projection.
20. The improvement according to claim 19 including the step of:
impending turning of the rig on the pile with conduit means communicable with the interior of the pile, the conduit means also establishing a passage for drilling fluid. 21. The improvement according to claim 19 wherein the step of telescoping comprises:
supporting the rig by a cable sling comprised of rig lifting cables extending between locations adjacent opposite ends of the derrick means, and lowering the sling supported rig, including the tubular projection, until the rig support means engages the pile.
h v UNITED STATES PA'IEN'I orricr CERTIFICATE @I CURRECIIN Patent No. 3, O76 Dated July 23, 1974 Inventor-(S) Alfred Reeves Kolb It is certified that error appears in the above-identified patent and that said Letters Patent are hereby corrected as shown below:
Column 2, line 52., read "impending" as impeding Column 3, line 13, read "auxilliary" as auxiliary Column 3, between lines 24 and 25, insert the following:
BRIEF DESCRIPTION OF THE DRAWINGS In the accompanying drawings:
FIGURE 1 shows a barge disposed adjacent to a partially completedoffshore platform with a pile drilling rig suspended above the r platform, the rig also being shown in dash lines in position and supported by a pile;
FIGURE 2 illustrates the pile drilling rig of FIGURE 1 on a larger scale;
FIGURE 3 is a view taken along line 3-3 of FIGURE 2 showing the annular rig support plate;
FIGURE 4 is a view taken along line 44 of FIGURE 3 illustrating support of the rig on a pile:
F ORM P04 050 (10-69) USCOMM-DC 60376-P69 a v.5. GOVERNMENT PRINTING OFFICE: I969 0-366-33,
Page 2 FIGURE 5 is a view taken along line 5-5 of FIGURE 2 depicting the crown block assembly of the rig; and 5 FIGURE 6 is a view taken along line 6-6 of FIGURE 5 showing a portion of the structural network of the mast portion of the rig.
Column 3, line 51, read "accornodate" as accommodate Column 6, line 9, read "impendence" as impedence Column 5, line 17, read "suitable" as suitably Column 6, line 20, read "impending" as impeding Column 6, line 51, read "accomodating" as accommodating Column 8, line 42, read "impending" as impeding Column 9, line 32, read "impending" as impeding Column 9 line 59, read "along" as sling Column 12, line 3, read "impending" as impeding Signed and sealed this 29th day of October 3974.
(SEAL) Attest:
MCCOY M. GIBSON JR. 0. MARSHALL DANN Attesting Officer Commissioner of Patents

Claims (21)

1. A rig for drilling in a pile projecting from a submerged surface to a location above the surface of water body, comprising: elongate derrick means operable to support drilling means; deck means fixed to said derrick means at one end thereof; elongate, open ended, sleeve means for telescopingly receiving a pile; sleeve mounting means for suspending said sleeve means from said deck means generally in alignment with said derrick means; and apertured rig support means, fixed to and generally aligned with said sleeve means, for engaging a pile received by said sleeve means and providing freestanding support of said rig on the pile.
2. A rig according to claim 1 wherein: said sleeve means includes annular stabilizing means supported internally of said sleeve means for stabilizing said rig on a pile received by said sleeve means against substantial lateral movement with respect to the pile.
3. A rig according to claim 1 wherein said apertured rig support means is located adjacent said deck means, and said sleeve mounting means comprises: brace means operable to transmit force to said deck means.
4. A rig according to claim 3 wherein: said apertured rig support means is gusseted to said sleeve means.
5. A rig for drilling in a pile projecting from a submerged surface to a location above the surface of a water body, comprising: elongate derrick means operable to support drilling means; deck means fixed to said derrick means at one end thereof; elongate, open ended, sleeve means for telescopingly receiving a pile; sleeve mounting means for suspending said sleeve means from said deck means; and apertured rig support means, fixed to and generally aligned with said sleeve means, for engaging a pile received by said sleeve means and providing freestanding support of said rig on the pile; said sleeve means including a wall defining an aperture, the rig further including: conduit means communicable with the interior of a pile received by said sleeve means and projecting through said aperture defined by said sleeve means wall, said conduit means providing an outlet for drilling fluid and constituting torque resistant means for impending turning of said rig on a pile received by said sleeve means.
6. A rig according to claim 5 wherein: said sleeve means includes annular stabilizing means supported internally of said sleeve means for stabilizing said rig on a pile received by said sleeve means against substantial lateral movement with respect to the pile.
7. A rig for drilling in a pile projecting from a submerged surface to a location above the surface of a water body, comprising: elongate derrick means operable to support drilling means; deck means fixed to said derrick means at one end thereof; elongate, open ended, sleeve means for telescopingly receiving a pile; sleeve mounting means for suspending said sleeve means from said deck means; and apertured rig support means, fixed to and generally aligned with said sleeve means, for engaging a pile received by said sleeve means and providing freestanding support of said rig on the pile; said derrick means including means adjacent opposite ends thereof for receiving rig lifting cables in a sling arrangement.
8. In a method of drilling in a pile projecting from a submerged surface to a location above the surface of the water body, the method utilizing a rig including a deck mounted, elongate derrick means operable to support drilling means, the improvement comprising: sUspending an open ended sleeve means from the deck on which the derrick means is mounted, with the sleeve means generally in alignment with the derrick means, telescoping the sleeve means over the pile, and supporting the rig on the pile received by the sleeve means in a freestanding manner by engaging the pile with apertured rig support means fixed to and generally aligned with said sleeve means.
9. The improvement according to claim 8 including the step of: stabilizing the rig against substantial lateral movement with respect to the pile by annular shims supported internally of the sleeve means.
10. In a method of drilling in a pile projecting from a submerged surface to a location above the surface of the water body, the method utilizing a rig including a deck mounted, elongate derrick means operable to support drilling means, the improvement comprising: suspending an open ended sleeve means from the deck on which the derrick means is mounted, telescoping the sleeve means over the pile, supporting the rig on the pile received by the sleeve means in a freestanding manner by engaging the pile with apertured rig support means fixed to and generally aligned with said sleeve means, and impending turning of the rig on the pile with conduit means communicable with the interior of the pile and projecting through an aperture in the sleeve means, the conduit means also establishing an outlet for drilling fluid.
11. The improvement according to claim 10 including the step of: stabilizing the rig against substantial lateral movement with respect to the pile by annular shims supported internally of the sleeve means.
12. In a method of drilling in a pile projecting from a submerged surface to a location above the surface of the water body, the method utilizing a rig including a deck mounted, elongate derrick means operable to support drilling means, the improvement comprising: suspending an open ended sleeve means from the deck on which the derrick means is mounted, telescoping the sleeve means over the pile, supporting the rig on the pile received by the sleeve means in a freestanding manner by engaging the pile with apertured rig support means fixed to and generally aligned with said sleeve means, and including: supporting the rig, in a generally upright posture, by a cable sling comprised of rig lifting calbes extending between locations adjacent opposite ends of the derrick means, and lowering the slong supported rig, including the sleeve means, over the pile until the rig support means engages the pile.
13. In a method of drilling in a pile projecting generally upwardly from a submerged surface, the method utilizing a drilling rig including a derrick means operable to support drilling means, the improvement comprising: suspending an open ended tubular projection from the rig; telescoping the tubular projection and the pile together; and supporting the rig on the pile telescoped together with the tubular projection, in a free standing manner, by engaging the pile with rig support means.
14. Apparatus for drilling in a pile projecting from a submerged surface to a location above the surface of a water body, comprising: floating vessel means supporting power supply means, and a drilling rig including: elongate derrick means operable to support drilling means powered by said power supply means; deck means fixed to said derrick means at one end thereof; elongate, open ended, tubular projection means for telescoping together with a pile; sleeve mounting means for suspending said sleeve means from said rig; and rig support means, generally aligned with said tubular projection means, for engaging a pile and providing freestanding support of said rig on the pile isolated from any wave action on said floating vessel means.
15. In a method of drilling in piles of an offshore structure, which piles project generally upwardly from a submerged surfaCe, the method utilizing a drilling rig including a derrick means operable to support drilling means, the improvement comprising: suspending an open tubular projection from the rig; telescoping the tubular projection and one of the piles together; supporting the rig on the pile telescoped together with the tubular projection, in a free standing manner, by engaging the pile with rig support means; drilling a borehole at the base of the pile; lifting the rig from the pile; telescoping the tubular projection and another of the piles together; supporting the rig on the another pile, in a free standing manner, by engaging the another pile with the rig support means; and drilling a borehole at the base of the another pile.
16. A rig for drilling in a pile projecting from a submerged surface, comprising: elongate derrick means operable to support drilling means; a tubular projection operable to be telescoped together with the pile; means for suspending the tubular projection from the rig; and rig support means engageable with the pile telescoped together with the tubular projection, for supporting the rig on the pile in a freestanding manner.
17. A rig according to claim 16 including: conduit means communicable with the interior of a pile telescoped together with said tubular projection, said conduit means providing a passage for drilling fluid and constituting torque resistant means for impeding turning of the rig on a pile telescoped together with said tubular projection.
18. A rig according to claim 16 including: means adjacent opposite ends of said derrick means for receiving rig lifting cables in a sling arrangement.
19. In a method of drilling in a pile projecting from a submerged surface, the method utilizing a rig including elongate derrick means operable to support drilling means, the improvement comprising: suspending a tubular projection from the rig; telescoping the tubular projection together with the pile; and supporting the rig on the pile telescoped together with the tubular projection in a freestanding manner by engaging the pile with rig support means fixed to and generally aligned with the tubular projection.
20. The improvement according to claim 19 including the step of: impending turning of the rig on the pile with conduit means communicable with the interior of the pile, the conduit means also establishing a passage for drilling fluid.
21. The improvement according to claim 19 wherein the step of telescoping comprises: supporting the rig by a cable sling comprised of rig lifting cables extending between locations adjacent opposite ends of the derrick means, and lowering the sling supported rig, including the tubular projection, until the rig support means engages the pile.
US00331006A 1973-02-09 1973-02-09 Pile mounted drilling rig and method Expired - Lifetime US3825076A (en)

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GB949573A GB1397470A (en) 1973-02-09 1973-02-27 Pile mounted drilling rig and method
NL7303395A NL7303395A (en) 1973-02-09 1973-03-09
CA188,225A CA978762A (en) 1973-02-09 1973-12-14 Pile mounted drilling rig and method

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US3961673A (en) * 1974-04-02 1976-06-08 Maschinen- Und Bohrgerate-Fabrik Alfred Wirth & Co., K.G. Drilling apparatus
US4084385A (en) * 1976-08-02 1978-04-18 Varco International, Inc. Pile handing methods
US4144940A (en) * 1977-02-07 1979-03-20 Ortemund Leon D Method and apparatus for installing an offshore pile driving rig
US20100178114A1 (en) * 2009-01-12 2010-07-15 Reeves William W Modular foundation designs and methods
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US20180099843A1 (en) * 2016-10-07 2018-04-12 Zentech, Inc. Drilling, plug, abandonment, and decommissioning
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US3961673A (en) * 1974-04-02 1976-06-08 Maschinen- Und Bohrgerate-Fabrik Alfred Wirth & Co., K.G. Drilling apparatus
US4084385A (en) * 1976-08-02 1978-04-18 Varco International, Inc. Pile handing methods
US4144940A (en) * 1977-02-07 1979-03-20 Ortemund Leon D Method and apparatus for installing an offshore pile driving rig
US20100178114A1 (en) * 2009-01-12 2010-07-15 Reeves William W Modular foundation designs and methods
US8215874B2 (en) * 2009-01-12 2012-07-10 Reeves William W Modular foundation designs and methods
US20120275866A1 (en) * 2009-01-12 2012-11-01 Reeves William W Modular foundation designs and methods
US8529158B2 (en) * 2009-01-12 2013-09-10 William W. Reeves Modular foundation designs and methods
CN103938629B (en) * 2014-04-02 2016-01-20 宁波鸿晨建设有限公司 Adding pressure type long auger stake machine and utilize the method in this machine drill hole
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CN109083146B (en) * 2017-06-13 2021-04-02 日本车辆制造株式会社 Method for vertically setting upright post and inclined strut of pile driver
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CN107470860B (en) * 2017-07-17 2019-05-21 南通蓝岛海洋工程有限公司 A kind of building technology of offshore boosting station lower component
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GB1397470A (en) 1975-06-11
CA978762A (en) 1975-12-02
NO135679C (en) 1977-05-11
NL7303395A (en) 1974-08-13
NO135679B (en) 1977-01-31

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