US2334992A - Floating drilling barge - Google Patents
Floating drilling barge Download PDFInfo
- Publication number
- US2334992A US2334992A US360304A US36030440A US2334992A US 2334992 A US2334992 A US 2334992A US 360304 A US360304 A US 360304A US 36030440 A US36030440 A US 36030440A US 2334992 A US2334992 A US 2334992A
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- Prior art keywords
- barge
- rams
- pressure
- valve
- drilling
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
- E02B17/021—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto with relative movement between supporting construction and platform
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0039—Methods for placing the offshore structure
- E02B2017/0047—Methods for placing the offshore structure using a barge
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0056—Platforms with supporting legs
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0056—Platforms with supporting legs
- E02B2017/0073—Details of sea bottom engaging footing
- E02B2017/0082—Spudcans, skirts or extended feet
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T137/00—Fluid handling
- Y10T137/0753—Control by change of position or inertia of system
- Y10T137/0801—Position relative body of water [e.g., marine governors]
Definitions
- the present invention relates to methods and apparatus for drilling wells into, ground submerged under water bodies, such as into formations beneath lakesfcoastal swamps, marshes. etc., andy pertains more particularly to improvement in the construction and use of floating drilling barges.
- a barge which may be ilrmly grounded at the desired location by opening sea valves to the ballast tanks and sinking the barge hull to the bottom.
- the superstructure onthe barge hull carries the derrick and necessary drilling equipment.
- These submersible barges are formed with a bay or open slot in the hull to permit the passage of the drill or casing string therethrough so that when the ballast tanks are emptied and the hull raised, the barge may be floated away from the well head to another location.
- the normal barge hulls are 8 to 12 feet in height and have a draft of 51/2 to 6 feet. VIn shallow marshes and swamps, canals about 61/2 feet deep are dug to allow 'the movement of the barges from one location to another.
- the normal submersitenslble stabilizing shoes adapted to be rammed into contact with the bottom of a body of water.
- Figure I is a schematic elevation of a preferred embodiment of the present invention, showin-g the stabilizing shoes in retracted position.
- Figure II is a view similar to Figure I, but showing the stabilizing shoes in extendedoperative position.
- Figure III is a schematic plan view of the same embodiment.
- ble drilling barges must be replaced by special barges of greater draft and height or must be supplemented with the necessary number of submersible foundation hulls.
- Figure V is a detailed View, partly in crosssection and partly in elevation, of a preferred type of diaphragm-controlled valve.
- Figure VI is a schematic elevation of another embodiment of the present invention, showing the stabilizing shoes in the form of steel plates.
- Figure VII is a schematic plan view of still another embodiment showing the hydraulic cylinders attached to the sides of the barge hull.
- the present invention comprises the usual barge having a bay or slotted opening in one side of the hull, stabilizing shoes spaced concentrically out from the normal center of gravity of the barge, which shoes comprise preferably buoyant tanks connected to vertical tubular rams thereabove, and hydraulic or other suitable means for operating said rams and extending said stabilizing shoes to the bottom.
- the barge is caused to be partially supported by the rams and forced to rise in the water by an amount proportional to what may be called the artificial buoyancyy due to said pressure.
- the stabilizer rams cause the barge to be very stable and substantially unaffected by wave action and by eccentric loading, which forces cause normal full floating equipment to be unstable and difficult from which to operate.
- a floating barge generally designated as I is formed with an open drilling bay 2 through which the drilling and casing strings are lowered during the drilling operations and which allows the hull to be floated away from the standing pipe after the completion of the well.
- the hull l itself preferably comprises several water-tight compartments or ballast tanks l0, shown in Figure III by dotted lines. equipped with inlet and discharge valves so that the barge may be leveled when :fully loaded and freely floating.
- Thebarge is made of ample size and buoyancy to carry its superimposed load of full drilling equipment such as the derrick 3, derrick noci' 4l, rotary table 5, engine room 5 and its equipment, the subsequently-described stabilizing system, other auxiliaries and the full weight of drilling loads.
- stabilizing shoes comprising preferably buoyant tanks i5 which have grillage-type, cor rugated steel bottom plates or other suitable load distributing foundation incorporated thereon, and are connected to tubular rams i6 at the top.
- the shoes may be formed of steel plates i511 as shown in Figure V1 or the like, if desired. In retracted position, as shown in Figure I, the shoe tanks t into recesses il in the bottom portion of the hull i.
- Passageways i8 for the rams l@ are provided through the hull from the center of the recesses tito cyl inders, generally designated as it, and specifically tea, i917, Mic and 99d, on the deck thereof.- lf desired, however, the cylinders it may be attached to the sides of the barge hull and the stabilizer rams adapted for extension downward along the side of the barge, as-shown in Figure VII.
- the upper end of each of the rams i@ is provided with a head 2li tting closely and slidingly within its cylinder i9.
- the bore of the cylinder l@ and the diame ter of the ram head 2b are slightly larger than the rest oi the ram id and the bore of the passageway id through the hull, so that the shoulder formed thereby between the cylinder le and the passageway l@ will act as a stop limiting the downward travel of the stabilizing shoe.
- each oi the cylinders l@ is connected through suitable conduits to a source of iiuid pressure in the stabilizer control system.
- the source of pressure fluid comprises, for example,
- a hydropneatic tank 3@ intol which air is forced from the air compressor 3l through a line 32 tted with a cooler 353.
- the tank 30 may be provided with a Weighted relief valve 3d for release of excess pressure. Oil. or any other suitable liquid medium, from a reservoir 35 is forced assegna 30 to the valve headers 46a, 46h, 46c and 46d provided respectively for cylinders 19a, isb, I 9c and 59d, of which cylinder I9d is shown in elevation for the purpose of illustrating the invention more clearly.
- each header i6 there are connected preferably three valved lines 56, 5l, and 52, the other ends of-which are connected to another valve header @l which communicates with the cylinder i9 through line 48.
- Line 5l is provided with a manually-controlled valve die.
- Line 52 is tted with a reducing valve 52a and branch lines comprising respectively a constant leak valve b2b and an auxiliary manualvalve 20, which discharge to an exhaust line 54.
- Line s@ contains a diaphragm motor valve d, whichis adapted to open when pressure is applied to one side of its diaphragm.
- valve d8 is shown in detail in Figure V and comprises diaphragm 56 connected to the valve be by means of valve stem l and a spring 59 acting against the lower side of the diaphragm and tending to close the valve 58.
- cline d8 from the header 41 to the cylinder iii is tted with a weighted relief 5B which discharges to the exhaust -line 54, which in turn leads to the reservoir 35.
- the diaphragm motor valves i9 are actuated by any suitable level-responsive mechanism, such as a pair of pendulum-operated servo-motor valves at right angles to each other, as illustrated in Figure IV, numerical characteristics designating theI various parts of one of said valves and like parts in the other valve having the same numerical characteristic followed by the letter r.
- any suitable level-responsive mechanism such as a pair of pendulum-operated servo-motor valves at right angles to each other, as illustrated in Figure IV, numerical characteristics designating theI various parts of one of said valves and like parts in the other valve having the same numerical characteristic followed by the letter r.
- a high pressure oil line 45 leads from'the tank In each of said mechanisms a pendulum tu or @da is free to oscillate in a vertical plane at right angles to the vertical plane in 'which the other pendulum osclllates, or, in other words, in a direction indicated by the arrows, it being understood that in Figure IV the pendulum are shown in elevation merely for purposes of illustration. Each pendulum oscillates in a vertical piane parallel, or aproximately parallel, to that ci a line joining the two diagonally opposite cylinders operated by that pendulum.
- pendulum it@ swings in a vertical plane parallel to the line joining cylinders iQ-b and iti-42, the motor valves d@ for ⁇ which are controlled by the servoe motor valve Si? operated by pendulum
- the arm of the pendulum till is provided with a pivot iii and is pivotably connected at a point spaced trom said pivot di to valve t2, which is housed in a casing ll@ and is actuated by said pendulum tu.
- the valve S2 controls the application of pressure pressure huid distributing line de. to either one of the motor valves il@ by means of control lines tti, and also controls the exhaust pressure liquid from the diaphragms, thus causing the motor valves to open and close. Opening a motor valve d@ allows pressure liquid to pass from lines 50 to the adjacent cylinder i9, thus applying pressure to'a ram IB and thereby leveling the barge.
- the arrangement of the valve mechanism is such that when one of the ports 72 or i3 is connected by the valve 52 with the high-pressure line 7l, the other port is connected by the same valve 62 with the exhaust-collectingline 56 through ports 'it or l5.
- a reducing valve 53 in line 'li is provided to reduce the uid passing therethrough to a suitable pressure.
- a drilling barge In operation. a drilling barge, according to the present invention, is brought into position over the desired location by bringing the slotted portion or bay 2 over guide piling 90 ⁇ previously driven into the bottom of the wateribody. as shown in Figure III. Ballast tanks III at each corner of the barge are lled or emptied to level the barge when floating free with the stabilizer shoes retracted, as shown in Figure I.
- the rams I6 and tanks I5 are then forced downwards into extended position, as shown in Figure II, by admission of oil pressure to the top of the cylinders I9 through valve Sla.
- the stabilizers are forced to bed themselves firmly on the bottom by application of pressure in excess of that necessary to sink the tanks I5.
- the pressures in the cylinders I9 are then all equalized or the barge leveled by adjusting the reducing valves 52a.
- These reducing valves 52a are adapted to be set to maintain any predetermined minimum pressure in the ram cylinders I9.
- the constant leak valves 52h relieve any oil from the cylinder I9 which may leak past said reducing valves 52a such as, for example, when less than the normal load is being applied to the cylinder due to waves, eccentric loading, etc., or by leaky valves.
- the barge may be kept fully floating or as nearly so as desired, irrespective of tidal changes, etc.
- the relief valve 55 communicating with each cylinder I9 is set to relieve overloads on the cylinders caused by large waves and tidal changes or suddenly applied eccentric or concentric loads, which cannot be rapidly enough relieved thro'ugh leak valve B2b.
- the valve 62 Upon loading the barge eccentrically, the pres- I9c, the valve 62 is actuated so that port 12 is opened for application of pressure fluid from line 1I through the valve casing 10, port 12, and line 80 to the diaphragm 56 of the motor valve 49 adjacent cylinder I9c, whereby said motor valve 49 ⁇ is opened and pressure fluid enters cylinder l9c from line 50 and raises this corner of the barge until restoration of level causes the motor valve to close.
- pendulum 60a swings toward cylinder I9a, and in a similar manner the valve 62a is operated thereby to open the motor valve 49 of cylinder I9a and permit ingress of pressure fluid from line 50 to this cylinder until the proper level is restored.
- the stabilizer rams and shoes are raised by releasing the pressure in the cylinders I9 and allowing the buoyancy of the tanks I5 in the preferred type shoes to raise the sure rises 'in each of the cylinders I9 by amounts I depending upon the position of the load. This impresses a back pressure on the reducing valves 52a. and causes them to close, whereby the eccentric load is applied to the fluid until it bleeds olf through the constant leak valve 52h or by relief through valves 55 if of serious magnitude.
- Self-leveling of the barge to compensate for the eccentric loading is obtained by the operation of the pendulum-actuated mechanisms which are positioned at right angles to each other so that the force vector of a dip in any direction resolves itself into two components in the pendulums SII and 60a oscillating in two vertical planes at right angles to each other.
- the barge Upon application of an eccentric load, the barge will gradually lean toward that direction from the center of gravityof the barge in which the eccentric load isplaced as the oil leaks out through the constant leak valves 52h from the more heavily loaded ram cylinders I9 and as pressure fluid enters the more lightly loaded ram cylinders through the reducing valves 52a.
- the eccentric load is applied on the middle of one side, for instance half-way' between the cylinder I9a and I9c, so that both pendulums 60 and 69a swing toward this side.
- pendulum 60 swings toward cylinder rams I6 in the cylinder and the tanks into the recesses I'I.
- suitable hydraulic means 26a or the like may be provided to act against the underside of the ram head 2B in order to raise the rams mechanically. After moving the barge away from the well head through the bay 2 provided therefor, the barge may be floated to any desired location.
- a oating barge constructed according to the present invention aords many advantages over other methods of drilling, pumping, etc., wells in submerged areas.
- the present barge can be used in shallower water than a submersible barge, since the lack of necessity of superstructure to support the equipment above water level permits construction of a barge with a shaliower draft.
- the state of flood water, within the range of the stabilizer rams, has no effect upon drilling operations except the addition or removal of extensions on the drilling Christmas tree assembly.
- a barge for working oil wells located under a body of water comprising a. barge body adapted to be supported in said water body mainly by the buoyancy, and a stabilizing system for counteracting the inclination of the barge from the horizontal due to off-center loads, said system comprising a plurality o1 vertical hydraulic cylinders carried by said barge body in substantially symmetrical spacing with regard to the normal center of gravity of said barge, rams adapted for reciprocation within said cylinders, said rams extending vertically downwards from said barge body to provide the auxiliary support for said barge, hydraulic vmeans in communication with said cylinders for applying fluid pressure to said rams, whereby said rams are forced into contact with the bottom of the body of water, and control means adapted to regulate the pressure in each cylinder in response to the inclination oi. the barge from the horizontal.
- a barge lfor drilling oil wells located under a body of water comprising a barge body adapted to be supported in said water body mainly by its buoyancy, and a stabilizing system for counteracting the inclination of the barge from the horizontal due to ol-center'loads, said system comprising a plurality of vertical hydraulic cylinders carried lby said barge body in substanl tially symmetrical spacing with regard to the normal center of gravity of said barge, rams adapted for reciprocation within said cylinders, said rams extending vertically downwards from, said barge body to provide the auxiliary support for said barge, stabilizing shoes attached to the lower end of said rams, hydraulic means in communication with said cylinders for applying iluid pressure to said rams, whereby said rams are forced into contact with the bottom of the body of Water, and control means adapted to regulate the pressure in each cylinder in response to the inclination of the barge from the horizontal.
- a barge for drilling oil wells located under a body of water comprising a barge body adapted to be supported in said water body mainly by its buoyancy and a stabilizing system for counteracting the inclination of the barge from the horizontal due to oli-center loads, said system connprising a plurality of vertical hydraulic cylinders carried by said barge body in substantially symmetrical spacing with regard to the normal center of gravity or said barge, rams adapted for reciprocation within said cylinders, said rams extending vertically downwards from said barge body to provide the auxiliary support for said barge, a hydraulic means in communication with said cylinders for applying fluid pressure to said rams, whereby said rams are forced into contact with the bottom of the body of water, valve means tending to maintain said pressure at a substantially constant value, and control means adapted to regulate the pressure in each cylinder in r'espense to the inclination of the barge from the' horizontal.
- a barge for drilling oil wells located under a body of Water comprising a barge body adapted to be supported in said water body mainly by its buoyancy and a stabilizing system for Counteracting the inclination of the barge from the horizontal due to 01E-center loads, said system comprising a plurality of vertical hydraulic cylinders carried by said barge body in substantially symmetrical ⁇ spacing with regard to the normal center of gravity of said barge, rams adapted for reciprocation within said cylinders, said rams extending vertically downwards from said barge to provide the auxiliary support for said barge, a hydraulic means in communication with said cylinders for applying fluid pressure to said rams, whereby said rams are forced into contact with the bottom of the body of water, valve means a body of water comprising a barge body adapted tending to maintain said pressure at a predetermined value for each ci said rams, and control vmeans adapted to regulate the pressure in each cylinder in response to the inclination of the barge from
- a barge for drilling oil wells located under to be supported in said water body mainly by its l buoyancy and a stabilizing system for counteracting the inclination of the barge from the horizontal due to off-center loads, said system comprising a plurality of vertical hydraulic cylinders carried by said barge body in substantially symmetrical spacing with regard to the normal center of gravity of said barge, rams adapted for reciprocation within said cylinders, said rams extending vertically downwards from said barge body to provide the auxiliary support for said barge, a hydraulic means inV communication with said cylinders for applying uid pressure to said rams, whereby said rams are forced into contact with the bottom of the body of water and gravityresponsive control means for varying the iiuid pressure applied to each ram as a function of the inclination of the barge from the horizontal.
- a barge for drilling oil wells located under a body of water comprising a, main barge body adapted to be supported in said water body mainly by its buoyancy and a stabilizing system for counteracting the inclination of the barge from the horizontal due to oir-center loads, said system comprising a plurality of vertical hydraulic cylinders carried by said barge body in substantially symmetrical spacing with regard to the normal center of gravity of said barge, rams adapted for reciprocation within said cylinders, said rams extending vertically downwards from said barge body to provide the auxiliary support for said barge, a hydraulic means in communication with said cylinders for applying iluid pressure to said rams, whereby said rams are :forced into contact with the bottom of the body of water and valve means for normally maintaining said pressure at a substantially constant value, and gravity-responsive control means for varying duid pressure applied to each rain as a function of the angle of list oi the barge, whereby said barge is returned to a substantially level position.
- a barge for drilling oil wells located under a body of water comprising a barge body adapted to be supported in said water body mainly by its buoyancy and a stabilizing system for counteracting the inclination of the barge iromthe horizontal due to o-center loads, said system comprising a plurality of vertical hydraulic cylinders carried by said barge body and substantially symmetrical spacing with regard to the normal center of gravity of said barge, rams adapted for reciprocation within said cylinders, saic rams extending vertically downwards from said barge body to provide the auxiliary support for said barge, a buoyant tank attached to the lower end of each of said rams, hydraulic means in communication with said cylinders for applying uid pressure to said rams, whereby said tanks 'are forced into contact with the bottom of the body of water, and control means adapted to regulate the pressure in each cylinder in response to the inclination of the barge from the horizontal.
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Description
Nov. 23, 1943. w. sT. M. E. CRAKE FLOATING DRILLING BARGE 5 Sheets-Sheet 1 Filed Oct. 8, 1940 lnvenfor: Wllfrszd ST. Maur' Umore Crokz bLj his AHornQ g Nov. 23, 1943. w, sT, M, E CRAKE 2,334,992 I FLOATING DRILLING BARGE Filed Oct. 8, 1940 3 Sheets-Sheet 2 Figly Y Nov. 23, 1943. w. sT. M. E. CRAKE FLOATING DRILLING BARGE Filed Oct. 8, 1940 3 Sheets-Sheet 5 Fig. Y;
Fig. W1
lnvzni'or: Wilfred 51. Maur E\morz Cmkz bg his AHornczq:
Patented Nov. 23, 1943 FLOATING DRILLING BARGE Wilfred St. Maur Elmore Crake, Houston, Tex., assignor to Shell Development Company, San Francisco, Calif., a corporation of Delaware Application October 8, 1940, Serial No. 360,304
(Cl. (i1-46) 'I Claims.
The present invention relates to methods and apparatus for drilling wells into, ground submerged under water bodies, such as into formations beneath lakesfcoastal swamps, marshes. etc., andy pertains more particularly to improvement in the construction and use of floating drilling barges.
It is known to mount drilling equipment,.such as drawworks, derrick, pump. etc., on barges, which may be floated to the desired location.
However, when drilling is attempted from a floatand to instability of the barge caused by eccentric loading of drilling operations, placement of materials, etc.
To overcome these diiliculties, it has been proposed to use a barge which may be ilrmly grounded at the desired location by opening sea valves to the ballast tanks and sinking the barge hull to the bottom. The superstructure onthe barge hull carries the derrick and necessary drilling equipment. These submersible barges are formed with a bay or open slot in the hull to permit the passage of the drill or casing string therethrough so that when the ballast tanks are emptied and the hull raised, the barge may be floated away from the well head to another location.
The normal barge hulls are 8 to 12 feet in height and have a draft of 51/2 to 6 feet. VIn shallow marshes and swamps, canals about 61/2 feet deep are dug to allow 'the movement of the barges from one location to another.
However, when the water level varies to depths greater than about 12 feet, such as in some coastal swamps and lakes, the normal submersitenslble stabilizing shoes adapted to be rammed into contact with the bottom of a body of water.
It is another object to provide a floating barge having a stabilizing system to control out-ofbalance or eccentric loads imposed on the barge.
It is a further object of the present invention to provide an automatically self-leveling oating barge.
Other objects will be apparent from the following description taken in reference to the drawings, wherein:
Figure I is a schematic elevation of a preferred embodiment of the present invention, showin-g the stabilizing shoes in retracted position.
Figure II is a view similar to Figure I, but showing the stabilizing shoes in extendedoperative position.
Figure III is a schematic plan view of the same embodiment.
ble drilling barges must be replaced by special barges of greater draft and height or must be supplemented with the necessary number of submersible foundation hulls.
In addition to the considerable expense in constructing these special submersible drilling barges, they have the drawback of being suitable only for drilling in deep water due to their greater draft, deeper channels being required to movev these special barges to new locations over shallow marshes or swamps. Costly equipment thus-becomes tied up and remains idle unless extensive drilling is being carried out at many points accessible to the special drilling barges.
It is, therefore, an object of this invention to overcome the disadvantages inherent to drilling with either floating barges or submersible barges by providing a oating drilling barge having ex- Figure IV is a diagram of the automatic selfleveling control system of the present invention.
Figure V is a detailed View, partly in crosssection and partly in elevation, of a preferred type of diaphragm-controlled valve.
Figure VI is a schematic elevation of another embodiment of the present invention, showing the stabilizing shoes in the form of steel plates.
Figure VII is a schematic plan view of still another embodiment showing the hydraulic cylinders attached to the sides of the barge hull.
Brieily, the present invention comprises the usual barge having a bay or slotted opening in one side of the hull, stabilizing shoes spaced concentrically out from the normal center of gravity of the barge, which shoes comprise preferably buoyant tanks connected to vertical tubular rams thereabove, and hydraulic or other suitable means for operating said rams and extending said stabilizing shoes to the bottom. By applying a certainpressure in excess of that required to' force the'tanks to the bottom, the barge is caused to be partially supported by the rams and forced to rise in the water by an amount proportional to what may be called the artificial buoyancyy due to said pressure. Thereby, the stabilizer rams cause the barge to be very stable and substantially unaffected by wave action and by eccentric loading, which forces cause normal full floating equipment to be unstable and difficult from which to operate.
Referring to Figures I, II and III of the drawings, a floating barge, generally designated as I is formed with an open drilling bay 2 through which the drilling and casing strings are lowered during the drilling operations and which allows the hull to be floated away from the standing pipe after the completion of the well. The hull l itself preferably comprises several water-tight compartments or ballast tanks l0, shown in Figure III by dotted lines. equipped with inlet and discharge valves so that the barge may be leveled when :fully loaded and freely floating.
Thebarge is made of ample size and buoyancy to carry its superimposed load of full drilling equipment such as the derrick 3, derrick noci' 4l, rotary table 5, engine room 5 and its equipment, the subsequently-described stabilizing system, other auxiliaries and the full weight of drilling loads.
suitably spaced in a horizontal plane about the normal center of gravityv are preferably four or more stabilizing shoes comprising preferably buoyant tanks i5 which have grillage-type, cor rugated steel bottom plates or other suitable load distributing foundation incorporated thereon, and are connected to tubular rams i6 at the top. Instead of buoyant tanks, the shoes may be formed of steel plates i511 as shown in Figure V1 or the like, if desired. In retracted position, as shown in Figure I, the shoe tanks t into recesses il in the bottom portion of the hull i. Passageways i8 for the rams l@ are provided through the hull from the center of the recesses tito cyl inders, generally designated as it, and specifically tea, i917, Mic and 99d, on the deck thereof.- lf desired, however, the cylinders it may be attached to the sides of the barge hull and the stabilizer rams adapted for extension downward along the side of the barge, as-shown in Figure VII. The upper end of each of the rams i@ is provided with a head 2li tting closely and slidingly within its cylinder i9. In a preferred arrange ment, the bore of the cylinder l@ and the diame ter of the ram head 2b are slightly larger than the rest oi the ram id and the bore of the passageway id through the hull, so that the shoulder formed thereby between the cylinder le and the passageway l@ will act as a stop limiting the downward travel of the stabilizing shoe. The sta= bilizing shoes may-also be provided with suction breakers, ior example, in the form of down-pipes i5 extending from the deck oi the barge and ter= minating on the under side of the tanks ib.
These down-pipes i5 are provided with suitable l connections 26 at their upper ends and means as= sociated therewith adapted to permit injection of air or water to underneath the tanks it in order to break the suction created between the tanks it andthe lake bottom when the tanks are raised.
To provide for the extension or lowering oi` the stabilizing shoes, shown extended in Figure il, the upper end of each oi the cylinders l@ is connected through suitable conduits to a source of iiuid pressure in the stabilizer control system.
' l'n a preferred embodiment of the control system,
as diagrammatically illustrated in Figure IV, the source of pressure fluid comprises, for example,
-a hydropneatic tank 3@ intol which air is forced from the air compressor 3l through a line 32 tted with a cooler 353. The tank 30 may be provided with a Weighted relief valve 3d for release of excess pressure. Oil. or any other suitable liquid medium, from a reservoir 35 is forced assegna 30 to the valve headers 46a, 46h, 46c and 46d provided respectively for cylinders 19a, isb, I 9c and 59d, of which cylinder I9d is shown in elevation for the purpose of illustrating the invention more clearly. To each header i6 (as shown with regard to header 46a) there are connected preferably three valved lines 56, 5l, and 52, the other ends of-which are connected to another valve header @l which communicates with the cylinder i9 through line 48. Line 5l is provided with a manually-controlled valve die. Line 52 is tted with a reducing valve 52a and branch lines comprising respectively a constant leak valve b2b and an auxiliary manualvalve 20, which discharge to an exhaust line 54. Line s@ contains a diaphragm motor valve d, whichis adapted to open when pressure is applied to one side of its diaphragm. A preferred form of valve d8 is shown in detail in Figure V and comprises diaphragm 56 connected to the valve be by means of valve stem l and a spring 59 acting against the lower side of the diaphragm and tending to close the valve 58. Referring again to Figure IV, cline d8 from the header 41 to the cylinder iii is tted with a weighted relief 5B which discharges to the exhaust -line 54, which in turn leads to the reservoir 35.
The diaphragm motor valves i9 are actuated by any suitable level-responsive mechanism, such as a pair of pendulum-operated servo-motor valves at right angles to each other, as illustrated in Figure IV, numerical characteristics designating theI various parts of one of said valves and like parts in the other valve having the same numerical characteristic followed by the letter r.
into the tank te by means of a pump 36 through line 3l equipped with a valve 38 controlled by a oat 39 in the tank 30, whereby the oil therein is maintained at an aproximateiy constant level.
A high pressure oil line 45 leads from'the tank In each of said mechanisms a pendulum tu or @da is free to oscillate in a vertical plane at right angles to the vertical plane in 'which the other pendulum osclllates, or, in other words, in a direction indicated by the arrows, it being understood that in Figure IV the pendulum are shown in elevation merely for purposes of illustration. Each pendulum oscillates in a vertical piane parallel, or aproximately parallel, to that ci a line joining the two diagonally opposite cylinders operated by that pendulum. For example, pendulum it@ swings in a vertical plane parallel to the line joining cylinders iQ-b and iti-42, the motor valves d@ for `which are controlled by the servoe motor valve Si? operated by pendulum The arm of the pendulum till is provided with a pivot iii and is pivotably connected at a point spaced trom said pivot di to valve t2, which is housed in a casing ll@ and is actuated by said pendulum tu.
IThe valve S2 controls the application of pressure pressure huid distributing line de. to either one of the motor valves il@ by means of control lines tti, and also controls the exhaust pressure liquid from the diaphragms, thus causing the motor valves to open and close. Opening a motor valve d@ allows pressure liquid to pass from lines 50 to the adjacent cylinder i9, thus applying pressure to'a ram IB and thereby leveling the barge. The arrangement of the valve mechanism is such that when one of the ports 72 or i3 is connected by the valve 52 with the high-pressure line 7l, the other port is connected by the same valve 62 with the exhaust-collectingline 56 through ports 'it or l5. A reducing valve 53 in line 'li is provided to reduce the uid passing therethrough to a suitable pressure.
In operation. a drilling barge, according to the present invention, is brought into position over the desired location by bringing the slotted portion or bay 2 over guide piling 90\previously driven into the bottom of the wateribody. as shown in Figure III. Ballast tanks III at each corner of the barge are lled or emptied to level the barge when floating free with the stabilizer shoes retracted, as shown in Figure I.
The rams I6 and tanks I5 are then forced downwards into extended position, as shown in Figure II, by admission of oil pressure to the top of the cylinders I9 through valve Sla. The stabilizers are forced to bed themselves firmly on the bottom by application of pressure in excess of that necessary to sink the tanks I5. The pressures in the cylinders I9 are then all equalized or the barge leveled by adjusting the reducing valves 52a. These reducing valves 52a are adapted to be set to maintain any predetermined minimum pressure in the ram cylinders I9. The constant leak valves 52h relieve any oil from the cylinder I9 which may leak past said reducing valves 52a such as, for example, when less than the normal load is being applied to the cylinder due to waves, eccentric loading, etc., or by leaky valves. By means of these leak valves 52h, the barge may be kept fully floating or as nearly so as desired, irrespective of tidal changes, etc. The relief valve 55 communicating with each cylinder I9 is set to relieve overloads on the cylinders caused by large waves and tidal changes or suddenly applied eccentric or concentric loads, which cannot be rapidly enough relieved thro'ugh leak valve B2b.
Upon loading the barge eccentrically, the pres- I9c, the valve 62 is actuated so that port 12 is opened for application of pressure fluid from line 1I through the valve casing 10, port 12, and line 80 to the diaphragm 56 of the motor valve 49 adjacent cylinder I9c, whereby said motor valve 49 \is opened and pressure fluid enters cylinder l9c from line 50 and raises this corner of the barge until restoration of level causes the motor valve to close. At the same time, pendulum 60a swings toward cylinder I9a, and in a similar manner the valve 62a is operated thereby to open the motor valve 49 of cylinder I9a and permit ingress of pressure fluid from line 50 to this cylinder until the proper level is restored. This motion will be self-compensating since, as level is restored, the constant leak valves 52h permit continual sinking of the barge in the direction of the eccentric load, the reducing valves 52a cause a minimum pressure to be maintained in each of the cylinders, and the pendulum-operated motor valves continually cancel sinking in any direction and bring the barge back to level.
When it is desired to move the drilling barge of the present invention, the stabilizer rams and shoes are raised by releasing the pressure in the cylinders I9 and allowing the buoyancy of the tanks I5 in the preferred type shoes to raise the sure rises 'in each of the cylinders I9 by amounts I depending upon the position of the load. This impresses a back pressure on the reducing valves 52a. and causes them to close, whereby the eccentric load is applied to the fluid until it bleeds olf through the constant leak valve 52h or by relief through valves 55 if of serious magnitude.
Thisreleasing action, however, requires some appreciable time so that normal wave motion will not cause deflection of the barge position. Suddenly applied loads due to setting drill pipe in slips, acceleration or deceleration of drill pipe, etc., will, therefore, not immediately affect the barge position.
It can be seen that the greatest out-of-balance force to be controlled, after balancing the barge with its normal dead load, is the weight of a string of drill pipe set back in the derrick plus wind, and this weight, being mainly concentrated close to the rotary table, may be balanced by a very much smaller upward force exerted near the outside edges of the barge by the stabilizers.
Self-leveling of the barge to compensate for the eccentric loading is obtained by the operation of the pendulum-actuated mechanisms which are positioned at right angles to each other so that the force vector of a dip in any direction resolves itself into two components in the pendulums SII and 60a oscillating in two vertical planes at right angles to each other. Upon application of an eccentric load, the barge will gradually lean toward that direction from the center of gravityof the barge in which the eccentric load isplaced as the oil leaks out through the constant leak valves 52h from the more heavily loaded ram cylinders I9 and as pressure fluid enters the more lightly loaded ram cylinders through the reducing valves 52a. Assume for the purposes of illustration and for simplicitys sake that the eccentric load is applied on the middle of one side, for instance half-way' between the cylinder I9a and I9c, so that both pendulums 60 and 69a swing toward this side. As pendulum 60 swings toward cylinder rams I6 in the cylinder and the tanks into the recesses I'I. However, when, as shown in Figure VI, the stabilizer shoes are formed of steel plates, suitable hydraulic means 26a or the like may be provided to act against the underside of the ram head 2B in order to raise the rams mechanically. After moving the barge away from the well head through the bay 2 provided therefor, the barge may be floated to any desired location.
A oating barge constructed according to the present invention aords many advantages over other methods of drilling, pumping, etc., wells in submerged areas. The present barge can be used in shallower water than a submersible barge, since the lack of necessity of superstructure to support the equipment above water level permits construction of a barge with a shaliower draft. The state of flood water, within the range of the stabilizer rams, has no effect upon drilling operations except the addition or removal of extensions on the drilling Christmas tree assembly. For example, the present oating barge may be used in Water 20 feet in depth, provided the stabilizer rams are of suitable length or extensions thereof are used.A A further important advantage is that the present floating barges take less time to set in condition for operation and to move than is possible with submersible barges. Any washing out of the mud upon which the stabilizing shoes rest will be automatically compensated for by the self-leveling controls.
Although the illustrations have been drawn to drilling barges, the present invention may likewise be appliedto other similar floating equipment confronted with similar problems such as, for example, pumping barges. Likewise, various modifications in the stabilizing and control systems can be made Without departing from the spirit of the present invention as defined by the appended claims.
I claim as my invention:
1. A barge for working oil wells located under a body of water comprising a. barge body adapted to be supported in said water body mainly by the buoyancy, and a stabilizing system for counteracting the inclination of the barge from the horizontal due to off-center loads, said system comprising a plurality o1 vertical hydraulic cylinders carried by said barge body in substantially symmetrical spacing with regard to the normal center of gravity of said barge, rams adapted for reciprocation within said cylinders, said rams extending vertically downwards from said barge body to provide the auxiliary support for said barge, hydraulic vmeans in communication with said cylinders for applying fluid pressure to said rams, whereby said rams are forced into contact with the bottom of the body of water, and control means adapted to regulate the pressure in each cylinder in response to the inclination oi. the barge from the horizontal.
2. A barge lfor drilling oil wells located under a body of water comprising a barge body adapted to be supported in said water body mainly by its buoyancy, and a stabilizing system for counteracting the inclination of the barge from the horizontal due to ol-center'loads, said system comprising a plurality of vertical hydraulic cylinders carried lby said barge body in substanl tially symmetrical spacing with regard to the normal center of gravity of said barge, rams adapted for reciprocation within said cylinders, said rams extending vertically downwards from, said barge body to provide the auxiliary support for said barge, stabilizing shoes attached to the lower end of said rams, hydraulic means in communication with said cylinders for applying iluid pressure to said rams, whereby said rams are forced into contact with the bottom of the body of Water, and control means adapted to regulate the pressure in each cylinder in response to the inclination of the barge from the horizontal..
3. A barge for drilling oil wells located under a body of water comprising a barge body adapted to be supported in said water body mainly by its buoyancy and a stabilizing system for counteracting the inclination of the barge from the horizontal due to oli-center loads, said system connprising a plurality of vertical hydraulic cylinders carried by said barge body in substantially symmetrical spacing with regard to the normal center of gravity or said barge, rams adapted for reciprocation within said cylinders, said rams extending vertically downwards from said barge body to provide the auxiliary support for said barge, a hydraulic means in communication with said cylinders for applying fluid pressure to said rams, whereby said rams are forced into contact with the bottom of the body of water, valve means tending to maintain said pressure at a substantially constant value, and control means adapted to regulate the pressure in each cylinder in r'espense to the inclination of the barge from the' horizontal.
4. A barge for drilling oil wells located under a body of Water comprising a barge body adapted to be supported in said water body mainly by its buoyancy and a stabilizing system for Counteracting the inclination of the barge from the horizontal due to 01E-center loads, said system comprising a plurality of vertical hydraulic cylinders carried by said barge body in substantially symmetrical `spacing with regard to the normal center of gravity of said barge, rams adapted for reciprocation within said cylinders, said rams extending vertically downwards from said barge to provide the auxiliary support for said barge, a hydraulic means in communication with said cylinders for applying fluid pressure to said rams, whereby said rams are forced into contact with the bottom of the body of water, valve means a body of water comprising a barge body adapted tending to maintain said pressure at a predetermined value for each ci said rams, and control vmeans adapted to regulate the pressure in each cylinder in response to the inclination of the barge from the horizontal.
5. A barge for drilling oil wells located under to be supported in said water body mainly by its l buoyancy and a stabilizing system for counteracting the inclination of the barge from the horizontal due to off-center loads, said system comprising a plurality of vertical hydraulic cylinders carried by said barge body in substantially symmetrical spacing with regard to the normal center of gravity of said barge, rams adapted for reciprocation within said cylinders, said rams extending vertically downwards from said barge body to provide the auxiliary support for said barge, a hydraulic means inV communication with said cylinders for applying uid pressure to said rams, whereby said rams are forced into contact with the bottom of the body of water and gravityresponsive control means for varying the iiuid pressure applied to each ram as a function of the inclination of the barge from the horizontal.
6. A barge for drilling oil wells located under a body of water comprising a, main barge body adapted to be supported in said water body mainly by its buoyancy and a stabilizing system for counteracting the inclination of the barge from the horizontal due to oir-center loads, said system comprising a plurality of vertical hydraulic cylinders carried by said barge body in substantially symmetrical spacing with regard to the normal center of gravity of said barge, rams adapted for reciprocation within said cylinders, said rams extending vertically downwards from said barge body to provide the auxiliary support for said barge, a hydraulic means in communication with said cylinders for applying iluid pressure to said rams, whereby said rams are :forced into contact with the bottom of the body of water and valve means for normally maintaining said pressure at a substantially constant value, and gravity-responsive control means for varying duid pressure applied to each rain as a function of the angle of list oi the barge, whereby said barge is returned to a substantially level position.
A barge for drilling oil wells located under a body of water comprising a barge body adapted to be supported in said water body mainly by its buoyancy and a stabilizing system for counteracting the inclination of the barge iromthe horizontal due to o-center loads, said system comprising a plurality of vertical hydraulic cylinders carried by said barge body and substantially symmetrical spacing with regard to the normal center of gravity of said barge, rams adapted for reciprocation within said cylinders, saic rams extending vertically downwards from said barge body to provide the auxiliary support for said barge, a buoyant tank attached to the lower end of each of said rams, hydraulic means in communication with said cylinders for applying uid pressure to said rams, whereby said tanks 'are forced into contact with the bottom of the body of water, and control means adapted to regulate the pressure in each cylinder in response to the inclination of the barge from the horizontal.
WILFRED ST. MAUR ELMORE CRAKE.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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US360304A US2334992A (en) | 1940-10-08 | 1940-10-08 | Floating drilling barge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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US360304A US2334992A (en) | 1940-10-08 | 1940-10-08 | Floating drilling barge |
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US2334992A true US2334992A (en) | 1943-11-23 |
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US360304A Expired - Lifetime US2334992A (en) | 1940-10-08 | 1940-10-08 | Floating drilling barge |
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Cited By (29)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2591599A (en) * | 1949-08-25 | 1952-04-01 | Standard Oil Dev Co | Structure for drilling wells in deep water |
US2600761A (en) * | 1948-12-06 | 1952-06-17 | Erle P Halliburton | Offshore drilling means |
US2601762A (en) * | 1949-12-23 | 1952-07-01 | Texas Co | Drilling barge |
US2612759A (en) * | 1949-09-17 | 1952-10-07 | John T Hayward | Submergible drilling barge |
US2675681A (en) * | 1954-04-20 | Marine apparatus | ||
US2736172A (en) * | 1956-02-28 | mcchesney | ||
US2740261A (en) * | 1950-11-06 | 1956-04-03 | Alexander D Stark | Floating hulls for off shore oil well drilling |
US2817212A (en) * | 1954-10-25 | 1957-12-24 | Frederick Snare Corp | Method for erecting and dismantling support structure |
US2881591A (en) * | 1956-03-12 | 1959-04-14 | Reeve John Rumsey | Mud anchor |
US2927436A (en) * | 1954-04-23 | 1960-03-08 | California Research Corp | Method of operating an elevated deck drill barge |
US2947148A (en) * | 1954-06-28 | 1960-08-02 | Sun Oil Co | Jacking mechanism for seadrome |
US2970446A (en) * | 1956-05-15 | 1961-02-07 | De Long Corp | Deep water mobile marine platform |
US2987892A (en) * | 1956-03-12 | 1961-06-13 | Reeve John Rumsey | Floating foundations for off-shore drilling |
US3031997A (en) * | 1957-04-30 | 1962-05-01 | William A Nesbitt | Floating platform |
US3043255A (en) * | 1957-09-23 | 1962-07-10 | Shell Oil Co | Drilling |
US3166315A (en) * | 1958-08-18 | 1965-01-19 | Harold A Jewett | Floatable diving assembly |
US3240186A (en) * | 1963-12-30 | 1966-03-15 | Dobell Curzon | Floating aquarium structure |
US3271964A (en) * | 1955-10-21 | 1966-09-13 | Kerr Mc Gee Oil Ind Inc | Method of operating a submersible barge for submarine operations |
US3508409A (en) * | 1967-12-26 | 1970-04-28 | Neil H Cargile Jr | Method and apparatus for handling tubular members at offshore locations |
US4079594A (en) * | 1974-01-23 | 1978-03-21 | Tecnomare S.P.A. | System for the self-compensated sinking of floating structures |
DE2913570A1 (en) * | 1978-04-04 | 1979-12-13 | Raymond Int Builders | OFFSHORE PLATFORM STRUCTURE |
US4260291A (en) * | 1979-02-27 | 1981-04-07 | J. Ray Mcdermott & Co., Inc. | Installation of an offshore structure |
US4285614A (en) * | 1977-12-05 | 1981-08-25 | Compagnie Generale Pour Les Developpements | Structure allowing the attainment of a precise seabed location |
FR2499936A1 (en) * | 1981-02-17 | 1982-08-20 | Chevron Res | STRUCTURE OF DRILLING AND PRODUCTION AT SEA |
FR2499935A1 (en) * | 1981-02-17 | 1982-08-20 | Chevron Res | STRUCTURE OF DRILLING AND PRODUCTION AT SEA |
US6523491B1 (en) * | 1999-11-12 | 2003-02-25 | Textron Inc. | Lift boat |
US20040115006A1 (en) * | 2002-11-18 | 2004-06-17 | Gene Facey | System and method for converting a floating drilling rig to a bottom supported drilling rig |
WO2004067375A1 (en) * | 2003-01-17 | 2004-08-12 | Textron Inc. | Lift boat |
US20150321732A1 (en) * | 2012-12-19 | 2015-11-12 | Sevan Marine Asa | Shallow water platform |
-
1940
- 1940-10-08 US US360304A patent/US2334992A/en not_active Expired - Lifetime
Cited By (32)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2675681A (en) * | 1954-04-20 | Marine apparatus | ||
US2736172A (en) * | 1956-02-28 | mcchesney | ||
US2600761A (en) * | 1948-12-06 | 1952-06-17 | Erle P Halliburton | Offshore drilling means |
US2591599A (en) * | 1949-08-25 | 1952-04-01 | Standard Oil Dev Co | Structure for drilling wells in deep water |
US2612759A (en) * | 1949-09-17 | 1952-10-07 | John T Hayward | Submergible drilling barge |
US2601762A (en) * | 1949-12-23 | 1952-07-01 | Texas Co | Drilling barge |
US2740261A (en) * | 1950-11-06 | 1956-04-03 | Alexander D Stark | Floating hulls for off shore oil well drilling |
US2927436A (en) * | 1954-04-23 | 1960-03-08 | California Research Corp | Method of operating an elevated deck drill barge |
US2947148A (en) * | 1954-06-28 | 1960-08-02 | Sun Oil Co | Jacking mechanism for seadrome |
US2817212A (en) * | 1954-10-25 | 1957-12-24 | Frederick Snare Corp | Method for erecting and dismantling support structure |
US3271964A (en) * | 1955-10-21 | 1966-09-13 | Kerr Mc Gee Oil Ind Inc | Method of operating a submersible barge for submarine operations |
US2881591A (en) * | 1956-03-12 | 1959-04-14 | Reeve John Rumsey | Mud anchor |
US2987892A (en) * | 1956-03-12 | 1961-06-13 | Reeve John Rumsey | Floating foundations for off-shore drilling |
US2970446A (en) * | 1956-05-15 | 1961-02-07 | De Long Corp | Deep water mobile marine platform |
US3031997A (en) * | 1957-04-30 | 1962-05-01 | William A Nesbitt | Floating platform |
US3043255A (en) * | 1957-09-23 | 1962-07-10 | Shell Oil Co | Drilling |
US3166315A (en) * | 1958-08-18 | 1965-01-19 | Harold A Jewett | Floatable diving assembly |
US3240186A (en) * | 1963-12-30 | 1966-03-15 | Dobell Curzon | Floating aquarium structure |
US3508409A (en) * | 1967-12-26 | 1970-04-28 | Neil H Cargile Jr | Method and apparatus for handling tubular members at offshore locations |
US4079594A (en) * | 1974-01-23 | 1978-03-21 | Tecnomare S.P.A. | System for the self-compensated sinking of floating structures |
US4285614A (en) * | 1977-12-05 | 1981-08-25 | Compagnie Generale Pour Les Developpements | Structure allowing the attainment of a precise seabed location |
DE2913570A1 (en) * | 1978-04-04 | 1979-12-13 | Raymond Int Builders | OFFSHORE PLATFORM STRUCTURE |
US4260291A (en) * | 1979-02-27 | 1981-04-07 | J. Ray Mcdermott & Co., Inc. | Installation of an offshore structure |
FR2499935A1 (en) * | 1981-02-17 | 1982-08-20 | Chevron Res | STRUCTURE OF DRILLING AND PRODUCTION AT SEA |
FR2499936A1 (en) * | 1981-02-17 | 1982-08-20 | Chevron Res | STRUCTURE OF DRILLING AND PRODUCTION AT SEA |
US6523491B1 (en) * | 1999-11-12 | 2003-02-25 | Textron Inc. | Lift boat |
US6718903B1 (en) * | 1999-11-12 | 2004-04-13 | Textron, Inc. | Life boat |
US20040237871A1 (en) * | 1999-11-12 | 2004-12-02 | Moise Benjamin Clay | Lift boat |
US7131388B2 (en) | 1999-11-12 | 2006-11-07 | Textron Innovations Inc. | Lift boat |
US20040115006A1 (en) * | 2002-11-18 | 2004-06-17 | Gene Facey | System and method for converting a floating drilling rig to a bottom supported drilling rig |
WO2004067375A1 (en) * | 2003-01-17 | 2004-08-12 | Textron Inc. | Lift boat |
US20150321732A1 (en) * | 2012-12-19 | 2015-11-12 | Sevan Marine Asa | Shallow water platform |
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