US2994202A - Hydraulic mooring means - Google Patents

Hydraulic mooring means Download PDF

Info

Publication number
US2994202A
US2994202A US711258A US71125858A US2994202A US 2994202 A US2994202 A US 2994202A US 711258 A US711258 A US 711258A US 71125858 A US71125858 A US 71125858A US 2994202 A US2994202 A US 2994202A
Authority
US
United States
Prior art keywords
spud
pipe
caisson
jacking head
pressure
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US711258A
Inventor
Richard P Knapp
James R Sims
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jersey Production Research Co
Original Assignee
Jersey Production Research Co
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jersey Production Research Co filed Critical Jersey Production Research Co
Priority to US711258A priority Critical patent/US2994202A/en
Application granted granted Critical
Publication of US2994202A publication Critical patent/US2994202A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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

Definitions

  • This invention relates to offshore operations. More particularly, this invention relates to a hydraulically operated mechanism for providing underwater support for an overwater platform, such as a drilling platform used in offshore oil drilling operations.
  • the invention described herein in cludes a plurality of caissons attached to the overwater platform.
  • Mounted for slidable movement in each caisson is an earth penetrating member.
  • a jacking head is connected to the earth penetrating member.
  • Means are provided for applying hydraulic pressure against the top of the jacking head and means are provided for applying hydraulic pressure against the underside of the jacking head.
  • hydraulic pressure can be applied against the top of the jacking head to cause the earth penetrating member to penetrate the earth to provide support for the overwater platform.
  • Application of hydraulic pressure against the underside of the jacking head causes the earth penetrating member to be moved out of the soil.
  • a second feature of this invention is the provision of means for permitting the measurement of the position of the earth penetrating member at all times.
  • a water jetting mechanism is utilized to jet water against the soil to aid in loosening the earth penetrating member from the soil and removing the member therefrom.
  • FIG. 1 is a plan view of an overwater platform to which the invention applies;
  • FIG. 2 is a sectional view taken along the line 2-2 of FIG. 1 showing the earth penetrating member in the retracted position;
  • FIG. 3 is a sectional view similar to FIG. 2 showing the earth penetrating member in an extended position.
  • FIG. 1 is a plan view of an overwater platform such as a drilling platform 10, upon which is mounted the various instruments for carrying out drilling operations, such as a derrick and the necessary power instruments for operating the derrick.
  • a drilling platform such as a drilling platform 10
  • the various instruments for carrying out drilling operations such as a derrick and the necessary power instruments for operating the derrick.
  • Mounted to the platform in wells provided therefor are a plurality of caissons 12. These caissons may be attached to each corner of the platform.
  • each caisson -12 may be cylindrical in shape and of large diameter.
  • the earth penetrating member shown is a cylindrical spud 14 which is slidably mounted for axial movement inside the larger diameter cylindrical caisson 12.
  • the upper end of the spud 14 is fitted with a jacking head 16 which forms a sliding pressure seal between the spud 14 and the cylindrical caisson 12.
  • the seal is formed by the large 0 ring 18.
  • the cylindrical caisson 12 having an internal diameter larger than the external diameter of the cylindrical spud 14, is open at its lower end 20 and fitted with a removable pressure-tight closure 22 at its upper end. Hydraulic pressure piping 24 is connected to the upper caisson closure 22.
  • the upper closure 22, upper jacking head 16, and the inside of the cylindrical caisson 12 form an upper pressure chamber 26.
  • a retractor pipe 28 Attached to the upper caisson closure 22 by a rigid and detachable connection is a retractor pipe 28.
  • the retractor pipe 28 has a closed lower end 30 and extends through the upper jacking head 16.
  • a sliding pressure seal is formed between the retractor pipe 28 and the upper jacking head 16 by means of 0 rings 32.
  • a lower jacking head 34 is rigidly attached to the lower end of the retractor pipe 28, and the connection is pressure tight. This head forms a sliding pressure seal inside the movable spud 14 by means of the O ring seal 36.
  • the upper jacking member 16, lower jacking member 34, and the inside of the cylindrical spud 14 form a middle pressure chamber 38.
  • Hydraulic pressure piping 40 is connected to the upper end of the retractor pipe 28. Hence, fluid under pressure may be flowed through pressure piping 40 and retractor 28. Openings 42 are provided in the retractor pipe 28 so that the fluid flowing through the retractor pipe is flowed out of the holes 4-2 and into the middle pressure chamber 38 to apply hydraulic pressure against the underside of the upper jacking tube 16.
  • the lower end of the spud 14 is fitted with a permanent pressure tight closure 44 located inside the spud 14 and some distance from the bearing end 46 of the spud; the distance varying with the anticipated soil conditions at the location where the spud is to be used.
  • the spud closure 44 is fitted with a check valve 48.
  • a second pipe 50 which may be housed within the retractor pipe 28, is connected by quick detachable connections to the upper caisson closure 22 and extends to a point below the lower jacking head 34.
  • Pipe 50 functions as a combination sounding tube and jetting pipe and has a flared open lower end 52.
  • Spud stopping brackets 54 are mounted on the inside of the cylindrical spud 14 at a point below the lower jacking head 34 to limit the retractive movement of the spud 14.
  • the lower end of the caisson 12 is rigidly connected to a mat 56 which functions to lend rigid support to the caissons.
  • a flushing line 58 is located in the mat 56 and extends into the caisson 12.
  • Mat 56 (only a portion of which is shown) extends underneath the platform.
  • the operation of the device described above is accomplished by the hydraulic system which can supply and maintain fluid under pressure to the pressure piping 24, the pressure piping 40, or to both simultaneously.
  • hydraulic fluid under pressure is introduced to the upper chamber 26 formed by the caisson 12, the upper caisson closure 22, and the upper jacking head 16.
  • this chamber is filled with fluid, the pressure acting on the movable upper jacking head 16 will extend the spud 14 relative to the caisson 12 and the retractor pipe 28.
  • hydraulic fluid under pressure is introduced to the middle chamber 38 formed by the spud 14, the movable upper jacking head 16, and the rigid lower jacking head 34.
  • the hydraulic fluid enters the retractor pipe 28 through the piping 40 and flows into the middle pressure chamber 38 through the retractor pipe openings 42.
  • pressure in the upper chamber 26 is released, pressure in the middle chamber 38 will cause the movable upper jacking head 16 and the spud 14 to retract relative to the caisson 12, the retractor pipe 28, and the lower jacking head 34.
  • the spud will continue to retract as pressurized hydraulic fluid is introduced into the middle chamber 38 until the spud stopping brackets 54 come into contact with the lower jacking head 34, as shown in FIG. 2.
  • hydraulic pressure is maintained in both the upper pressure chamber 26 and the middle pressure chamber 38.
  • An accumulator (not shown) may be included in each chamber to make up any leakage which occurs past the seals in the jacking heads.
  • a conventional sounding tape or other suitable measuring device may be inserted in the tube 50 through an opening 60 (see FIG. 2) and permitted to drop through the flared opening 52 until it strikes the lower spud closure plate 44.
  • a suitable fluid connection 64 may be connected to the upper end of the tube 50. Fluid may then be pumped through the tube 50 into the lower chamber formed by the spud 14, the lower jacking head 34, and the lower spud closure 44. When this chamber is filled, the fluid pressure will open the check valve 48 and fluid may be forced through the lower spud closure 44 against the soil to aid in the penetration or removal of the lower portion 46 of the spud 14 from the soil.
  • a hydraulically operated mechanism for providing underwater support for an overwater platform comprising: a caisson attached to the platform; a hollow cylindrical spud slidably mounted within the caisson; an upper jacking head for closing ofi the spud connected across the top of the spud and in sealing engagement with the caisson; means for applying hydraulic pressure against the top of the upper jacking head; a pipe having a closed lower end extending into the caisson and also extending through the upper jacking head in slidable and sealing engagement with said upper jacking head; a lower jacking head rigidly mounted to the pipe and in sealing engagement with the cylindrical spudso that the upper and lower jacking heads and the sides of the cylindrical spud define a pressure chamber; and means for flowing fluid under pressure into the pipe, said pipe having openings into the pressure chamber.
  • a hydraulically operated mechanism for providing underwater support for an overwater platform comprising: a caisson attached to the platform; a hollow cylindrical spud slidably mounted within the caisson; an upper jacking head for closing off the spud connected across the top of the spud and in sealing engagement with the caisson; means for applying hydraulic pressure against the top of the upper jacking head; a pipe having a closed lower end extending into the caisson and also extending through the upper jacking head in slidable and sea-ling engagement with said upper jacking head; a lower jacking head rigidly mounted to the pipe and in sealing engagement with the cylindrical spud so that the upper and lower jacking heads and the sides of the cylindrical spud define a pressure chamber; means for flowing fluid under pressure into the pipe, said pipe having openings into the pressure chamber; a spud closure plate mounted within the spud at a point upward from the lower extremity thereof and below the lower jacking head; and a second pipe within the caisson having an open
  • a hydraulically operated mechanism for providing underwater support for an overwater platform comprising: a caisson attached to the platform; a hollow cylindrical spud slidably mounted within the caisson; an upper jacking head for closing oif the spud connected across the top of the spud and in sealing engagement with the caisson; means for applying hydraulic pressure against the top of the upper jacking head; a pipe having a closed lower end extending into the caisson and also extending through the upper jacking head in slidable and sealing engagement with said upper jacking head; a lower jacking head rigidly mounted to the pipe and in sealing engagement with the cylindrical spud so that the upper and lower jacking heads and the sides of the cylindrical spud define a pressure chamber; means for flowing fluid under pressure into the pipe, said pipe having openings into the pressure chamber; a spud closure plate mounted within the spud at a point upward from the lower extremity thereof and below the lower jacking head; and means for jetting fluid through the closure plate to aid
  • a hydraulically operated mechanism in accordance with claim 4 wherein the means for jetting fluid through the closure plate includes: a second pipe having an open lower end extending into the caisson to below the lower jacking head; means for flowing fluid under pressure through the second pipe and into the space defined by the closure plate, inside of the spud, and lower jacking head; and a valve mounted in the closure plate adapted to be opened when the space is filled with fluid under pressure to force fluid through the closure plate.
  • a hydraulically operated mechanism for providing underwater support for an overwater platform comprising: a caisson attached to the platform; a hollow cylindrical spud slidably mounted Within the caisson and in sealing engagement with the caisson, said spud having an upper jacking head for closing off the spud; means for applying hydraulic pressure against the top of the upper jacking head; a pipe having a closed lower end extending into the caisson and also extending through the upper jacking head in slidable and sealing engagement with the upper jacking head; a lower jacking head rigidly mounted to the pipe and in sealing engagement with the cylindrical spud so that the upper and lower jacking heads and the sides of the cylindrical spud define a pressure chamber; and means for flowing fluid under pressure into the pipe, said pipe having openings into the pressure chamber.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Description

Aug. 1, 1961 R. P. KNAPP ET AL 2,994,202
HYDRAULIC MOORING MEANS Filed Jan. 27, 1958 2 Sheets-Sheet 1 CAISSON l2 DERRICK INVENTORS.
RICHARD P. KNAPP, JAMES R. SIMS,
BY I
AT TORNEY.
Aug. 1, 1961 R. P. KNAPP ET AL HYDRAULIC MOORING MEANS Filed Jan. 27, 1958 TO RESERVOIR T0 JETTING FLUID SOURCE HYDRAULIC [PRESSURE FIG. 3.
2 Sheets-Sheet 2 HYDRAULIC FLUID SOUNDING AND -l2 JETTING TUBE E CAISSON 50 RETRACTOR TUBE 2a 3 Jlfil FLUSHING 42 FLUID PIPE s4\ 58 TOP OF MAT 44 K OCEAN FLOOR 46 INVENTORS.
CHECK VALVE 48 SPUD RICHARD P. KNAPP,
JAMES R. SIMS,
ATTORNEY.
2,994,202 Patented Aug. 1, 1961 2,994,202 HYDRAULIC MOORING MEANS Richard P. Knapp and James R. Sims, Houston, Tex., assrgnors to Jersey Production Research Company, Tulsa, kla., a corporation of Delaware Filed Jan. 27, 1958, Ser. No. 711,258 7 Claims. (0. 61--46.5)
This invention relates to offshore operations. More particularly, this invention relates to a hydraulically operated mechanism for providing underwater support for an overwater platform, such as a drilling platform used in offshore oil drilling operations.
Briefly described, the invention described herein in cludes a plurality of caissons attached to the overwater platform. Mounted for slidable movement in each caisson is an earth penetrating member. A jacking head is connected to the earth penetrating member. Means are provided for applying hydraulic pressure against the top of the jacking head and means are provided for applying hydraulic pressure against the underside of the jacking head. Thus, hydraulic pressure can be applied against the top of the jacking head to cause the earth penetrating member to penetrate the earth to provide support for the overwater platform. Application of hydraulic pressure against the underside of the jacking head causes the earth penetrating member to be moved out of the soil. By applying pressure to both the topside and underside of the jacking head, the relative position of the earth penetrating member with respect to the caisson can be controlled.
A second feature of this invention is the provision of means for permitting the measurement of the position of the earth penetrating member at all times.
When it is desired to remove the earth penetrating member from the soil, a water jetting mechanism is utilized to jet water against the soil to aid in loosening the earth penetrating member from the soil and removing the member therefrom.
A better understanding of the invention, as well as its many advantages, may be had by reference to the following detailed description and drawings, in which:
FIG. 1 is a plan view of an overwater platform to which the invention applies;
FIG. 2 is a sectional view taken along the line 2-2 of FIG. 1 showing the earth penetrating member in the retracted position; and
FIG. 3 is a sectional view similar to FIG. 2 showing the earth penetrating member in an extended position.
FIG. 1 is a plan view of an overwater platform such as a drilling platform 10, upon which is mounted the various instruments for carrying out drilling operations, such as a derrick and the necessary power instruments for operating the derrick. Mounted to the platform in wells provided therefor are a plurality of caissons 12. These caissons may be attached to each corner of the platform.
As shown in FIG. 2, each caisson -12 may be cylindrical in shape and of large diameter. The earth penetrating member shown is a cylindrical spud 14 which is slidably mounted for axial movement inside the larger diameter cylindrical caisson 12. The upper end of the spud 14 is fitted with a jacking head 16 which forms a sliding pressure seal between the spud 14 and the cylindrical caisson 12. The seal is formed by the large 0 ring 18.
The cylindrical caisson 12, having an internal diameter larger than the external diameter of the cylindrical spud 14, is open at its lower end 20 and fitted with a removable pressure-tight closure 22 at its upper end. Hydraulic pressure piping 24 is connected to the upper caisson closure 22. The upper closure 22, upper jacking head 16, and the inside of the cylindrical caisson 12 form an upper pressure chamber 26.
Attached to the upper caisson closure 22 by a rigid and detachable connection is a retractor pipe 28. The retractor pipe 28 has a closed lower end 30 and extends through the upper jacking head 16. A sliding pressure seal is formed between the retractor pipe 28 and the upper jacking head 16 by means of 0 rings 32.
A lower jacking head 34 is rigidly attached to the lower end of the retractor pipe 28, and the connection is pressure tight. This head forms a sliding pressure seal inside the movable spud 14 by means of the O ring seal 36. The upper jacking member 16, lower jacking member 34, and the inside of the cylindrical spud 14 form a middle pressure chamber 38.
Hydraulic pressure piping 40 is connected to the upper end of the retractor pipe 28. Hence, fluid under pressure may be flowed through pressure piping 40 and retractor 28. Openings 42 are provided in the retractor pipe 28 so that the fluid flowing through the retractor pipe is flowed out of the holes 4-2 and into the middle pressure chamber 38 to apply hydraulic pressure against the underside of the upper jacking tube 16.
The lower end of the spud 14 is fitted with a permanent pressure tight closure 44 located inside the spud 14 and some distance from the bearing end 46 of the spud; the distance varying with the anticipated soil conditions at the location where the spud is to be used. The spud closure 44 is fitted with a check valve 48.
A second pipe 50, which may be housed within the retractor pipe 28, is connected by quick detachable connections to the upper caisson closure 22 and extends to a point below the lower jacking head 34. Pipe 50 functions as a combination sounding tube and jetting pipe and has a flared open lower end 52.
Spud stopping brackets 54 are mounted on the inside of the cylindrical spud 14 at a point below the lower jacking head 34 to limit the retractive movement of the spud 14.
The lower end of the caisson 12 is rigidly connected to a mat 56 which functions to lend rigid support to the caissons. A flushing line 58 is located in the mat 56 and extends into the caisson 12. Mat 56 (only a portion of which is shown) extends underneath the platform.
The operation of the device described above is accomplished by the hydraulic system which can supply and maintain fluid under pressure to the pressure piping 24, the pressure piping 40, or to both simultaneously. To lower the spud, hydraulic fluid under pressure is introduced to the upper chamber 26 formed by the caisson 12, the upper caisson closure 22, and the upper jacking head 16. When this chamber is filled with fluid, the pressure acting on the movable upper jacking head 16 will extend the spud 14 relative to the caisson 12 and the retractor pipe 28. To retract the spud, hydraulic fluid under pressure is introduced to the middle chamber 38 formed by the spud 14, the movable upper jacking head 16, and the rigid lower jacking head 34. The hydraulic fluid enters the retractor pipe 28 through the piping 40 and flows into the middle pressure chamber 38 through the retractor pipe openings 42. When the pressure in the upper chamber 26 is released, pressure in the middle chamber 38 will cause the movable upper jacking head 16 and the spud 14 to retract relative to the caisson 12, the retractor pipe 28, and the lower jacking head 34. The spud will continue to retract as pressurized hydraulic fluid is introduced into the middle chamber 38 until the spud stopping brackets 54 come into contact with the lower jacking head 34, as shown in FIG. 2.
To maintain the spud 14 in any desired position relative to the caisson 12, hydraulic pressure is maintained in both the upper pressure chamber 26 and the middle pressure chamber 38. An accumulator (not shown) may be included in each chamber to make up any leakage which occurs past the seals in the jacking heads.
To determine the position of the spud 14 at any time, a conventional sounding tape or other suitable measuring device may be inserted in the tube 50 through an opening 60 (see FIG. 2) and permitted to drop through the flared opening 52 until it strikes the lower spud closure plate 44.
To force jetting or other fluid from a suitable pressurized supply (not shown) out the lower end of the spud, a suitable fluid connection 64 may be connected to the upper end of the tube 50. Fluid may then be pumped through the tube 50 into the lower chamber formed by the spud 14, the lower jacking head 34, and the lower spud closure 44. When this chamber is filled, the fluid pressure will open the check valve 48 and fluid may be forced through the lower spud closure 44 against the soil to aid in the penetration or removal of the lower portion 46 of the spud 14 from the soil.
It is to be understood that various modifications may be made without departing from the scope of this invention.
We claim:
1. A hydraulically operated mechanism for providing underwater support for an overwater platform comprising: a caisson attached to the platform; a hollow cylindrical spud slidably mounted within the caisson; an upper jacking head for closing ofi the spud connected across the top of the spud and in sealing engagement with the caisson; means for applying hydraulic pressure against the top of the upper jacking head; a pipe having a closed lower end extending into the caisson and also extending through the upper jacking head in slidable and sealing engagement with said upper jacking head; a lower jacking head rigidly mounted to the pipe and in sealing engagement with the cylindrical spudso that the upper and lower jacking heads and the sides of the cylindrical spud define a pressure chamber; and means for flowing fluid under pressure into the pipe, said pipe having openings into the pressure chamber.
2. A hydraulically operated mechanism for providing underwater support for an overwater platform comprising: a caisson attached to the platform; a hollow cylindrical spud slidably mounted within the caisson; an upper jacking head for closing off the spud connected across the top of the spud and in sealing engagement with the caisson; means for applying hydraulic pressure against the top of the upper jacking head; a pipe having a closed lower end extending into the caisson and also extending through the upper jacking head in slidable and sea-ling engagement with said upper jacking head; a lower jacking head rigidly mounted to the pipe and in sealing engagement with the cylindrical spud so that the upper and lower jacking heads and the sides of the cylindrical spud define a pressure chamber; means for flowing fluid under pressure into the pipe, said pipe having openings into the pressure chamber; a spud closure plate mounted within the spud at a point upward from the lower extremity thereof and below the lower jacking head; and a second pipe within the caisson having an open lower end and extending from above water to below the lower jacking head so that a measuring device may be inserted into the second pipe to strike the spud closure plate.
3. A hydraulically operated mechanism in accordance with claim 2 wherein the second pipe is mounted within the first pipe with its lower end extending below the closed lower end of said first pipe.
4. A hydraulically operated mechanism for providing underwater support for an overwater platform comprising: a caisson attached to the platform; a hollow cylindrical spud slidably mounted within the caisson; an upper jacking head for closing oif the spud connected across the top of the spud and in sealing engagement with the caisson; means for applying hydraulic pressure against the top of the upper jacking head; a pipe having a closed lower end extending into the caisson and also extending through the upper jacking head in slidable and sealing engagement with said upper jacking head; a lower jacking head rigidly mounted to the pipe and in sealing engagement with the cylindrical spud so that the upper and lower jacking heads and the sides of the cylindrical spud define a pressure chamber; means for flowing fluid under pressure into the pipe, said pipe having openings into the pressure chamber; a spud closure plate mounted within the spud at a point upward from the lower extremity thereof and below the lower jacking head; and means for jetting fluid through the closure plate to aid in retracting the spud from the earth.
5. A hydraulically operated mechanism in accordance with claim 4 wherein the means for jetting fluid through the closure plate includes: a second pipe having an open lower end extending into the caisson to below the lower jacking head; means for flowing fluid under pressure through the second pipe and into the space defined by the closure plate, inside of the spud, and lower jacking head; and a valve mounted in the closure plate adapted to be opened when the space is filled with fluid under pressure to force fluid through the closure plate.
6. A hydraulically operated mechanism in accordance with claim 5 wherein the second pipe is mounted within the first pipe with its lower end extending below the closed lower end of said first pipe.
7. A hydraulically operated mechanism for providing underwater support for an overwater platform comprising: a caisson attached to the platform; a hollow cylindrical spud slidably mounted Within the caisson and in sealing engagement with the caisson, said spud having an upper jacking head for closing off the spud; means for applying hydraulic pressure against the top of the upper jacking head; a pipe having a closed lower end extending into the caisson and also extending through the upper jacking head in slidable and sealing engagement with the upper jacking head; a lower jacking head rigidly mounted to the pipe and in sealing engagement with the cylindrical spud so that the upper and lower jacking heads and the sides of the cylindrical spud define a pressure chamber; and means for flowing fluid under pressure into the pipe, said pipe having openings into the pressure chamber.
References Cited in the file of this patent UNITED STATES PATENTS
US711258A 1958-01-27 1958-01-27 Hydraulic mooring means Expired - Lifetime US2994202A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US711258A US2994202A (en) 1958-01-27 1958-01-27 Hydraulic mooring means

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US711258A US2994202A (en) 1958-01-27 1958-01-27 Hydraulic mooring means

Publications (1)

Publication Number Publication Date
US2994202A true US2994202A (en) 1961-08-01

Family

ID=24857359

Family Applications (1)

Application Number Title Priority Date Filing Date
US711258A Expired - Lifetime US2994202A (en) 1958-01-27 1958-01-27 Hydraulic mooring means

Country Status (1)

Country Link
US (1) US2994202A (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2627658A1 (en) * 1976-06-19 1977-12-22 Strabag Bau Ag BASIC BODY, IN PARTICULAR FOR PLATFORMS USED IN WORK IN THE SEA
US4257721A (en) * 1979-04-30 1981-03-24 Haynes Harvey H System for placement of piles into the seafloor
US4322182A (en) * 1979-01-15 1982-03-30 Ostgaard John T Apparatus and method for under-water jacking of piles
WO1985005647A1 (en) * 1984-06-04 1985-12-19 Pardue James H Sr A new system for driving open end pipe piles on the ocean floor using pneumatic evacuation and existing hydrostatic pressure
US4733993A (en) * 1984-11-09 1988-03-29 J & W Offshore Ab Subsea foundation element and applications thereof
US4801126A (en) * 1987-02-24 1989-01-31 Dynamic Hydraulic Systems, Inc. Hydraulically operated lift mechanism
US5582491A (en) * 1995-08-17 1996-12-10 Pardue, Sr.; James H. System to increase the tension capacity of pipe piles driven into the ocean floor
US5857748A (en) * 1997-10-20 1999-01-12 Kurtney G. Knight Surf stand
US6132145A (en) * 1997-10-29 2000-10-17 Aker Marine, Inc. Pumpskid for suction anchors
US6203248B1 (en) * 2000-02-03 2001-03-20 Atwood Oceanics, Inc. Sliding-resistant bottom-founded offshore structures
FR2876124A1 (en) * 2004-10-06 2006-04-07 Technip France Sa OPERATING PLATFORM AT SEA AND METHODS OF INSTALLATION AT A SITE OPERATING AT SEA OF SUCH A PLATFORM
US20090269144A1 (en) * 2005-09-13 2009-10-29 Offshore Technology Development Pte Ltd Extraction System For Removable Marine Footing

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2421993A (en) * 1945-10-03 1947-06-10 Dougherty J J Shoe for piles
US2525955A (en) * 1947-03-21 1950-10-17 Harold W Scott Apparatus for submarine drilling
US2539695A (en) * 1947-09-29 1951-01-30 Signal Oil & Gas Co Portable marine structure
FR986331A (en) * 1948-05-24 1951-07-30 Boehler & Co Ag Geb Drill support prop
US2658353A (en) * 1950-08-15 1953-11-10 Ben C Gerwick Inc Apparatus and method for the placement of caissons
US2771747A (en) * 1950-07-19 1956-11-27 Bethlehem Steel Corp Offshore drilling barge
USRE24346E (en) * 1957-08-20 dawson
US2908142A (en) * 1956-09-28 1959-10-13 De Long Corp Supporting leg assembly for marine platform

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USRE24346E (en) * 1957-08-20 dawson
US2421993A (en) * 1945-10-03 1947-06-10 Dougherty J J Shoe for piles
US2525955A (en) * 1947-03-21 1950-10-17 Harold W Scott Apparatus for submarine drilling
US2539695A (en) * 1947-09-29 1951-01-30 Signal Oil & Gas Co Portable marine structure
FR986331A (en) * 1948-05-24 1951-07-30 Boehler & Co Ag Geb Drill support prop
US2771747A (en) * 1950-07-19 1956-11-27 Bethlehem Steel Corp Offshore drilling barge
US2658353A (en) * 1950-08-15 1953-11-10 Ben C Gerwick Inc Apparatus and method for the placement of caissons
US2908142A (en) * 1956-09-28 1959-10-13 De Long Corp Supporting leg assembly for marine platform

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2627658A1 (en) * 1976-06-19 1977-12-22 Strabag Bau Ag BASIC BODY, IN PARTICULAR FOR PLATFORMS USED IN WORK IN THE SEA
US4322182A (en) * 1979-01-15 1982-03-30 Ostgaard John T Apparatus and method for under-water jacking of piles
US4257721A (en) * 1979-04-30 1981-03-24 Haynes Harvey H System for placement of piles into the seafloor
WO1985005647A1 (en) * 1984-06-04 1985-12-19 Pardue James H Sr A new system for driving open end pipe piles on the ocean floor using pneumatic evacuation and existing hydrostatic pressure
US4575282A (en) * 1984-06-04 1986-03-11 Pardue Sr James H System for driving open end pipe piles on the ocean floor using pneumatic evacuation and existing hydrostatic pressure
US4733993A (en) * 1984-11-09 1988-03-29 J & W Offshore Ab Subsea foundation element and applications thereof
US4801126A (en) * 1987-02-24 1989-01-31 Dynamic Hydraulic Systems, Inc. Hydraulically operated lift mechanism
US5582491A (en) * 1995-08-17 1996-12-10 Pardue, Sr.; James H. System to increase the tension capacity of pipe piles driven into the ocean floor
US5857748A (en) * 1997-10-20 1999-01-12 Kurtney G. Knight Surf stand
US6132145A (en) * 1997-10-29 2000-10-17 Aker Marine, Inc. Pumpskid for suction anchors
US6203248B1 (en) * 2000-02-03 2001-03-20 Atwood Oceanics, Inc. Sliding-resistant bottom-founded offshore structures
FR2876124A1 (en) * 2004-10-06 2006-04-07 Technip France Sa OPERATING PLATFORM AT SEA AND METHODS OF INSTALLATION AT A SITE OPERATING AT SEA OF SUCH A PLATFORM
WO2006037871A1 (en) 2004-10-06 2006-04-13 Technip France Offshore oil-drilling rig and methods for installing same on an offshore oil-drilling site
US20070231075A1 (en) * 2004-10-06 2007-10-04 Pierre-Armand Thomas Offshore Oil-Drilling Rig and Methods for Installing Same on an Offshore Oil-Drilling Site
EA009612B1 (en) * 2004-10-06 2008-02-28 Текнип Франс Offshore oil-drilling rig and methods for installing same on an offshore oil-drilling site
US7690866B2 (en) * 2004-10-06 2010-04-06 Technip France Offshore oil-drilling rig and methods for installing same on an offshore oil-drilling site
AU2005291133B2 (en) * 2004-10-06 2010-12-02 Technip France Offshore oil-drilling rig and methods for installing same on an offshore oil-drilling site
US20090269144A1 (en) * 2005-09-13 2009-10-29 Offshore Technology Development Pte Ltd Extraction System For Removable Marine Footing
US8011857B2 (en) * 2005-09-13 2011-09-06 Offshore Technology Development Pte Ltd Extraction system for removable marine footing

Similar Documents

Publication Publication Date Title
US3017934A (en) Casing support
US3196958A (en) Offshore drilling method and apparatus
US2906500A (en) Completion of wells under water
US2994202A (en) Hydraulic mooring means
US3147992A (en) Wellhead connector
US3032125A (en) Offshore apparatus
US2605637A (en) Surveying of subsurface water tables
GB1526239A (en) Marine riser system and method for installing the same
US3004612A (en) Submerged elevated well head structure
US2684575A (en) Submergible type offshore drilling structure
US2525955A (en) Apparatus for submarine drilling
US3500906A (en) Subsurface wellhead and connector
US3163241A (en) Core sample taking
US3015360A (en) Method and apparatus for underwater drilling
US2786535A (en) Subsurface blowout preventer
US3602303A (en) Subsea wellhead completion systems
GB1316381A (en) Apparatus for generating hydraulic or pneumatic power for example for operating submerged well heads
US3177942A (en) Well head assembly with telescoping tubing
US2277989A (en) Method and apparatus for drilling wells
US3211224A (en) Underwater well drilling apparatus
US3330340A (en) Marine conductor pipe assembly
US3301322A (en) Submerged well apparatus
US2942669A (en) Inflating pump for oil well packers
US3512583A (en) Service chamber for underwater well
US3330339A (en) Method of removing a wellhead assembly from the ocean floor