US3815372A - Marine structure - Google Patents

Marine structure Download PDF

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Publication number
US3815372A
US3815372A US00254777A US25477772A US3815372A US 3815372 A US3815372 A US 3815372A US 00254777 A US00254777 A US 00254777A US 25477772 A US25477772 A US 25477772A US 3815372 A US3815372 A US 3815372A
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United States
Prior art keywords
legs
pile
cross members
marine structure
support legs
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
US00254777A
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English (en)
Inventor
G Mott
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.)
Texaco Inc
Original Assignee
Texaco Inc
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 Texaco Inc filed Critical Texaco Inc
Priority to US00254777A priority Critical patent/US3815372A/en
Priority to CA169,347A priority patent/CA972977A/en
Priority to AR247769A priority patent/AR196341A1/es
Priority to NL7306134A priority patent/NL7306134A/xx
Priority to AU55344/73A priority patent/AU469499B2/en
Priority to JP48052660A priority patent/JPS4955102A/ja
Priority to NO2015/73A priority patent/NO138733C/no
Priority to DE2325020A priority patent/DE2325020A1/de
Application granted granted Critical
Publication of US3815372A publication Critical patent/US3815372A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • E02B17/027—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 steel structures
    • 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
    • E02B17/0004—Nodal points

Definitions

  • the invention relates to a marine structure or foundation of a type that rests on, and is firmly fixed to the floor of an offshore body of water.
  • the structure comprises a plurality of substantially vertically disposed legs which are laterally connected by a series of cross members to form an open unit. At least a segment of the respective legs and cross members are controllably buoyant whereby the structure can be floated to a submerging site.
  • the legs and cross members are further interconnected at an enlarged joint adapter which serves to guide piles along the respective legs as the piles are being driven.
  • PATENTEDJUHH m 3L8 151372 SHEET 201- 2 MARINE STRUCTURE BACKGROUND OF THE INVENTION
  • the fixed or stationary type platform arrangement not only establishes a firm drilling foundation, but also permits the use of a great many, as well as directionally oriented wells.
  • the fixed type platform can usually be barged to a desired site and thereafter guidably lowered into the water in such manner as to assume its proper vertical orientation.
  • the size and weight of the structure makes it impractical to barge same to the desired location either on a single vessel or by a plurality of vessels.
  • the structure legs are usually provided with means whereby they are controllably buoyant such that the unit can be so floated.
  • Large diameter legs running the entire length of a structure concentrates a large mass near the upper portion of the structure which can severely increase the wave and/or eqrthquake forces which the structure must be designed to resist.
  • the presently disclosed platform comprises a fixed type platform adapted for'water depths between about 350 and 1,000 feet and distributes the flotation mass at lower levels in the structure, thereby reducing the wave and earthquake loads.
  • the structure is sufiiciently buoyant to be floated on one frame, consisting of two legs and bracing to an offshore site in a generally horizontal orientation at the waters surface. Thereafter, the structure is controllably ballasted to assume a vertical disposition in the water, and to bring the lower end thereof to rest at the ocean floor.
  • the structure is provided with extra large diameter leg support members along at least one side thereof.
  • Said cross members are tied into the respective legs by means of enlarged, controlled buoyancy joint adapters or cans.
  • the latter function not only as a convenient way of connecting the multi-sized leg members but also serve as piling guides.
  • the structure can thus be designed to support and carry some or all of its own piling made up ready for driving at an offshore site prior to being submerged at the latter. This feature is very desirable for-deep water platforms because of the high cost of welding up lengths of piling in the field.
  • the externally carried piles are retained external to the legs, but within the various joint adapters in a manner to permit their being loosened from the latter and urged into the ocean floor during the anchoring or positioning phase of the operation.
  • the piling on the submerged portion of the legs which provide buoyancy for the structure also provide additional buoyancy thus reducing the amount of buoyancy which would normally be required.
  • FIG. 1 is a vertical elevation of a marine structure of the type contemplated shown submerged in a body of water and embedded at the structures lower end.
  • FIG. 2 is a vertical elevation of the structure shown in FIG. 1 being floatably transported to a working site.
  • FIG. 3 is an enlarged segmentary section in partial cross section showing a joint of the marine structure.
  • FIG. 4 is a cross sectional view taken along line 4-4 in FIG. 3.
  • FIG. 5 is an enlarged segmentary section showing the lower portion of the marine structure.
  • a marine structure 10 of the type presently contemplated is shown located at an offshore working position in contemplation of drilling a number of wells into the ocean floor.
  • Structure 10 as shown. comprises a plurality of generally vertically arranged support legs 11 and 12 which extend from a point above the waters surface to the ocean floor 13.
  • While the present structure 10 is shown as extending for a distance upward beyond the waters surface, it can also terminate some distance below said surface. In the latter instance it will support a working unit such as a submerged storage facility or the like.
  • a deck 14 is removably carried at the upper end of structure 10 in such a manner as to be elevated a sufficient distance beyond the waters surface to normally remain out of contact with the latter.
  • Deck 14 in the normal manner, will carry working equipment such as a derrick 16, draw works and the like. It may however be designed to carry only sufficient producing equipment to receive oil and/or gas from submerged wells or perform other functions.
  • structure 10 is fixedly positioned at the desired working site by the use of piles l7 and 18 which extend along the respective support legs 11 and 12, and are embedded for a desired distance into the substratum 13.
  • the number of support legs used and the number of anchoring piles per leg are of course functions of the platform space and load requirements, environmental site conditions and the character of the substratum such that the structure and its supported work unit will be adequate to perform the intended function.
  • the entire unit 10 is normally fabricated at a shore location such as a shipyard or the like. There, the respective elements can be formed and joined together normally by welding to achieve the desired finished configuration.
  • the elongated shape of the structure of course necessitates that the unit be fabricated in a horizontal position such that the various legs are arranged substantially horizontally rather than in the vertical attitude they will assume when erected at the working site.
  • the structure is so designed that it can be launched and floated in a body of water in essentially a finished condition and thereafter be towed along the waters surface to the erection site.
  • the structure is not essentially a vessel and is therefore subjected to undue stresses and strains, particularly when the water condition is turbulent.
  • the lower members and legs are either partially or completely submerged.
  • the respective lower members are so structured as to embody controlled buoyancy means as tanks or the like. The latter can thus be either ballasted to reduce their buoyancy, or evacuated to increase their buoyant capabilities.
  • the respective support legs 1 1 and 12 as well as the lateral cross members 21, 22 and 23, are provided with internal tanks. While not presently shown in particularity, the said tanks are interconnected individually or in discrete units to a pumping system whereby the character of the respective tanks can be varied by transfer of water to or from the same. Since this technique is known in the art and quite often practiced, further ex- .planation of the same will not be required here except to suggest that the system is normally detachable from the structure. Thus, the necessary pumps, compressors and the like can be removed from the working site after structure is in position.
  • the respective lateral cross members-21, 22 and 23 are formed of enlarged tubular sections which interconnect the respective support legs.
  • the enlarged configuration of said lateral cross members permits the structures unit to embody sufficient buoyancy that the remaining support legs can be elevated beyond the water's surface during the floating phase of the operation.
  • the controlled buoyancy legs, 11 are provided with a plurality of joint adapters or cans, 24.
  • the latter are spaced longitudinally along each support leg 11, with sufficient space therebetween to correspond with the requirements of the structures unit when the latter is in both. the upright and horizontal positions.
  • the respective joint adapters 24 and 26 on adjacent legs function as terminal points for the lateral cross members.
  • a firm welded connection can be assured between the oversized lateral cross members and said joint adapter.
  • Such a joint could not be achieved were the oversized lateral members connected directly to the smaller diameter support leg.
  • each joint adapter 24 comprises in essence a central cylindrical portion 27, substantially greater in diameter than the support leg 12, and approximating the diameter of the lateral cross member 21.
  • Adapter 24 as shown is fastened rigidly to leg 12 by one or more ring stiffeners 31, spaced longitudinally therealong.
  • An upper frusto conical segment 28 also secures. the cylindrical portion 27 of support leg 12.
  • a similar frusto conical member secures the lower end of cylindrical portion 27 to leg 12 to define a closed area within adapter 24.
  • the latter is pierced centrally by leg 12 which also interconnects the respective diagonal members which pierce said upper and lower conical members 28 and 29 as well as the respective ring stiffeners.
  • Leg 12 also receives and guides a pile 19 which may be a larger diameter than piles 17 and 18.
  • adapter 24 When ultimately positioned on a support leg 12, adapter 24 is held in place on the leg by one or more welded seams formed at both the top and the bottom and intermediate ring stiffeners.
  • Vertically oriented stiffener plates 26 may also be used to connect horizontal and diagonal members to leg 12 and adapter 24.
  • the respective corresponding adapters on adjacent legs are aligned one with the other such that the lateral cross member 21 intersects the adapter at the larger diameter. Thereafter, welds formed at the juncture of legs and adapter rigidly interconnects. the respective legs with the lateral cross members.
  • the various compartments formed within the adapter intermediate the end closures 28 and 29, and the ring stiffeners 27, define in effect controlled buoyancy means which can be adjusted to alter the buoyancy of the structure 10. While not presently shown the respective compartments formed within adapter 24 can be so interconnected and similarly communicated with an external source of air and water to achieve the desired regulated buoyancy.
  • a second function achieved by adapter 24 is to guidably position the anchoring piles l7 and 18 which are disposed external to support legs 11 and 12. Said anchoring piles as noted are normally floated to a drilling site-with structure 10 in a substantially horizontal disposition. Thus, the piles need only be fastened at the upper end of the structure and guidably positioned at spaced intervals, within the respective adapters 24.
  • each adapter 24 is provided with a plurality of peripherally arranged pile guides 33 each of which comprises an elongated tubing member disposed longitudinally of, and extending through opposed ends of said adapter 24.
  • Pile guide 33 thus slidably retains an elongated pile 17 which extends along the length of support leg 12 as the structure is being flotably transported. Subsequent to structure 10 being submerged, pile guide 33 further positions pile 17 as the latter passes therethrough while being lowered to and driven into the substratum. The latter can be achieved through the use of a stinger or other means which will follow the pile downwardly to a desired depth.
  • the respective pile guides 33 are of course aligned one with the other so as to slidably receive a common pile passing therethropgh without binding.
  • the respective aligned guides can further be firmly welded to each of the adapter components through which it passes as to maintain a number of discrete air or water tight compartments therein.
  • the pile guides 33 can similarly be held in a manner such that the entire interior of adapter 24 will in effect define a single buoyancy unit which can be controllably regulated through the pumping system.
  • each support leg 12 for example, is provided with an enlarged piling connector 36 which extends upward to approximately the first joint and is normally embedded part way into the substratum.
  • Said connector 36 serves the further function of being evacuated of water to aid in floating the structure during transportion of the latter.
  • said connector 36 forms an extension to the respective aligned pile adapters 24, which extend at intervals to the upper end of the structure.
  • the pile connector 36 receives the lower end of each of the respective piles 17 to hold them during the transportation operation.
  • Each pile connector 36 thus comprises an elongated cylindrical member 36 which is disposed concentrically with the support leg 12, and is positioned with respect thereto by longitudinally spaced ring stiffeners 38 and 39.
  • the upper end of the cylindrical member 36 as shown is provided with a closure plate 41 in the form of a frusto conical cap with rests on, and is fastened to the casing upper edge and to leg 12.
  • a plurality of sleeve-like retainers 42 and 43 are disposed around said frusto conical cap 41 and are spaced about the casing in substantial axial alignment with corresponding guides 33 in adapter 24.
  • Each of said retainers 42 and 43 thus functions to supportably locate the lower end of piles 17 while the' structure is floated in a horizontal position.
  • each of said retainers 42 and 43 comprises an elongated cylindrical member having a diameter slightly greater than the diameter of the piles 17 to be driven therethrough.
  • the interior of casing 36 is made water tight either as a whole, or by compartmentsi
  • the lower end of each retainer, such as 42 is provided with a flanged or similar closure plate 44 which can be welded in place or fastened by bolting or similar means.
  • the thickness of plate 44 is such that the pile 17, when it is released from its rigidly held position, will rest on the plate to shear the latter thereby permitting the pile to pass through the plate opening.
  • the sheared away plates 44 will normally fall freely to the lower end of the casing 36. However, they may also be provided with a flexible tethering means such as a chain or the like. Thus, when the plate is sheared from its position, it will swing away from the retainer opening and be supported without falling to the floor or the casing.
  • the lower end of casing 36 is provided in a similar manner with transverse lower panel 39 which embodies a plurality of pile guides 46 and 47.
  • Each of'said guides includes a cylindrical collar 48 having a diameter slightly larger than pile 17.
  • the upper end of each guide is further provided with a tapered collar 49 and disposed in a line with a pile retainer 42.
  • Said closure plate similar to the above noted frangible plate 44, can be welded or bolted in place and is of such a nature that it will yield to the weight of a downwardly passing pile to either shear the holding bolts, or itself be sheared whereby the pile can pass into the substratum.
  • sleeves 41 may completely pierce pile connector 36 similar to sleeves 33 piercings of adapters 24, thereby eliminating the need for closure plates 44 and 51.
  • the pile ends are cemented in place in engagement with the structure legs. This is achieved by driving each of said piles a predetermined distance to afford the necessary film foundation. Normally, for such a water depth of several hundred feet, a stinger is utilized at the pile upper end. The stinger thus follows the pile downwardly and is subsequently withdrawn when the pile has reached its desired depth. Each of the respective'piles will be similarly driven until the piling operation is completed.
  • pile connector 36 is provided with at least one inlet to receive a flow of cement.
  • Said inlet can be formed in and connected with the connector interior, and subsequently withdrawn Similarly, it may merely be connected externally to the casing such that cement will be directed'downwardly through a conduit from a barge or the like at the waters surface to displace water within the casing. The latter of course is discharged through an exhaust port or similar means provided on the casing upper cover plate 4].
  • each support leg 11 and 12 of the struc ture 10 may further be provided with a central pile 13 which, in the normal course of the anchoring opera tion, will be introduced to the upper end of the leg and passed downwardly therethrough.
  • This central pile of course is similar to the smaller external piles being prepositioned prior to the structure being floated to its working site. Provision would also be made in pile connector 36 to grout pile 13 to leg 12 by means of grout lines extending from the lower end of said connector 36 to a point above the water surface.
  • a marine structure adapted to be floated to and subsequently embedded into the floor of an offshore body of water for supporting a work unit, which stucture includes;
  • joint adapter means interposed in said support legs being spaced longitudinally therealong to engage the respective edges of said lateral cross members
  • joint adapter means includes; a cylindrical portion surrounding said support leg and being substantially greater in cross sectional area along a plane normal to the longitudinal axis of said adapter to the cross leg,

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)
  • Revetment (AREA)
  • Foundations (AREA)
US00254777A 1972-05-18 1972-05-18 Marine structure Expired - Lifetime US3815372A (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
US00254777A US3815372A (en) 1972-05-18 1972-05-18 Marine structure
CA169,347A CA972977A (en) 1972-05-18 1973-04-24 Marine structure
AR247769A AR196341A1 (es) 1972-05-18 1973-04-30 Estructura marina
NL7306134A NL7306134A (is") 1972-05-18 1973-05-03
AU55344/73A AU469499B2 (en) 1972-05-18 1973-05-07 Marine structure
JP48052660A JPS4955102A (is") 1972-05-18 1973-05-14
NO2015/73A NO138733C (no) 1972-05-18 1973-05-15 Marin konstruksjon.
DE2325020A DE2325020A1 (de) 1972-05-18 1973-05-17 Grundbauteil fuer eine bohrinsel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US00254777A US3815372A (en) 1972-05-18 1972-05-18 Marine structure

Publications (1)

Publication Number Publication Date
US3815372A true US3815372A (en) 1974-06-11

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US00254777A Expired - Lifetime US3815372A (en) 1972-05-18 1972-05-18 Marine structure

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US (1) US3815372A (is")
JP (1) JPS4955102A (is")
AR (1) AR196341A1 (is")
AU (1) AU469499B2 (is")
CA (1) CA972977A (is")
DE (1) DE2325020A1 (is")
NL (1) NL7306134A (is")
NO (1) NO138733C (is")

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4014176A (en) * 1975-09-04 1977-03-29 Brown & Root, Inc. Methods and apparatus for applying buoyant forces to offshore tower legs and providing and enclosing buoyancy chambers
US4043138A (en) * 1975-03-21 1977-08-23 Ingenior F. Selmer A/S Offshore foundation structure
US4109477A (en) * 1974-02-18 1978-08-29 Salzgitter Maschinen Ag Offshore driller rig
US4557629A (en) * 1981-03-04 1985-12-10 Heerema Engineering Service Bv Offshore tower structures
US4696602A (en) * 1986-03-27 1987-09-29 Ltv Energy Products Company Apparatus and system for flooding submerged structures
WO2009064737A1 (en) * 2007-11-12 2009-05-22 Oceanwind Technology, Llc. Power generation assemblies
US20110135400A1 (en) * 2009-06-10 2011-06-09 Keystone Engineering Inc. Offshore support structure and associated method of installing
US20160265180A1 (en) * 2015-03-13 2016-09-15 Alstom Renewable Technologies Wind turbine parts handling method and device
WO2017035606A1 (en) * 2015-09-04 2017-03-09 Icon Engineering Pty Ltd A fixed to bottom jacket system and method of installation for an offshore structure

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2448600A1 (fr) * 1979-02-07 1980-09-05 Doris Dev Richesse Sous Marine Structure en beton pour treillis metallique d'une plate-forme marine et procede mettant en oeuvre ladite structure
GB8307642D0 (en) * 1983-03-18 1983-04-27 Heerema Engineering Joint configuration
US4712035A (en) * 1985-11-12 1987-12-08 General Electric Company Salient pole core and salient pole electronically commutated motor
FI94270C (fi) * 1993-09-23 1995-08-10 Valmet Paper Machinery Inc Menetelmä ja laitteisto kaavarikäytössä paperikoneessa/kartonkikoneessa
EP4459062A1 (en) * 2023-05-04 2024-11-06 Oleg Vladimirovich Kuchma Permanent formwork

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1330375A (en) * 1920-02-10 Tower construction
US3044561A (en) * 1957-06-10 1962-07-17 Shell Oil Co Support structure
US3209544A (en) * 1963-05-27 1965-10-05 California Research Corp Marine structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1330375A (en) * 1920-02-10 Tower construction
US3044561A (en) * 1957-06-10 1962-07-17 Shell Oil Co Support structure
US3209544A (en) * 1963-05-27 1965-10-05 California Research Corp Marine structure

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4109477A (en) * 1974-02-18 1978-08-29 Salzgitter Maschinen Ag Offshore driller rig
US4043138A (en) * 1975-03-21 1977-08-23 Ingenior F. Selmer A/S Offshore foundation structure
US4014176A (en) * 1975-09-04 1977-03-29 Brown & Root, Inc. Methods and apparatus for applying buoyant forces to offshore tower legs and providing and enclosing buoyancy chambers
US4557629A (en) * 1981-03-04 1985-12-10 Heerema Engineering Service Bv Offshore tower structures
US4607983A (en) * 1981-03-04 1986-08-26 Heerema Engineering Service Bv Method of constructing an offshore tower structure
US4696602A (en) * 1986-03-27 1987-09-29 Ltv Energy Products Company Apparatus and system for flooding submerged structures
WO2009064737A1 (en) * 2007-11-12 2009-05-22 Oceanwind Technology, Llc. Power generation assemblies
CN101965454B (zh) * 2007-11-12 2013-03-20 海风科技有限责任公司 发电机组
US20110135400A1 (en) * 2009-06-10 2011-06-09 Keystone Engineering Inc. Offshore support structure and associated method of installing
US8511940B2 (en) * 2009-06-10 2013-08-20 Keystone Engineering Inc Offshore support structure and associated method of installing
US20160265180A1 (en) * 2015-03-13 2016-09-15 Alstom Renewable Technologies Wind turbine parts handling method and device
US9909274B2 (en) * 2015-03-13 2018-03-06 Alstom Renewable Technologies Wind turbine parts handling method and device
WO2017035606A1 (en) * 2015-09-04 2017-03-09 Icon Engineering Pty Ltd A fixed to bottom jacket system and method of installation for an offshore structure

Also Published As

Publication number Publication date
NL7306134A (is") 1973-11-20
NO138733C (no) 1978-11-01
AU469499B2 (en) 1976-02-12
JPS4955102A (is") 1974-05-29
DE2325020A1 (de) 1973-11-29
AU5534473A (en) 1974-11-07
NO138733B (no) 1978-07-24
AR196341A1 (es) 1973-12-18
CA972977A (en) 1975-08-19

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