GB1591976A - Creación de Inventos y Patentes con Inteligencia Artificial

GB1591976A – Methods of submerging heavy equipment on the bottom of a body of water
– Google Patents

GB1591976A – Methods of submerging heavy equipment on the bottom of a body of water
– Google Patents
Methods of submerging heavy equipment on the bottom of a body of water

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Publication number
GB1591976A

GB1591976A
GB22923/78A
GB2292378A
GB1591976A
GB 1591976 A
GB1591976 A
GB 1591976A
GB 22923/78 A
GB22923/78 A
GB 22923/78A
GB 2292378 A
GB2292378 A
GB 2292378A
GB 1591976 A
GB1591976 A
GB 1591976A
Authority
GB
United Kingdom
Prior art keywords
heavy
water
heavy equipment
buoyancy
equipment
Prior art date
1977-05-26
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

Application number
GB22923/78A
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.)

IFP Energies Nouvelles IFPEN

Original Assignee
IFP Energies Nouvelles IFPEN
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.)
1977-05-26
Filing date
1978-05-26
Publication date
1981-07-01

1978-05-26
Application filed by IFP Energies Nouvelles IFPEN
filed
Critical
IFP Energies Nouvelles IFPEN

1981-07-01
Publication of GB1591976A
publication
Critical
patent/GB1591976A/en

Status
Expired
legal-status
Critical
Current

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Classifications

B—PERFORMING OPERATIONS; TRANSPORTING

B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT

B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING

B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring

B63B21/22—Handling or lashing of anchors

E—FIXED CONSTRUCTIONS

E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING

E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES

E02D29/00—Independent underground or underwater structures; Retaining walls

E02D29/06—Constructions, or methods of constructing, in water

Description

PATENT SPECIFICATION
( 11) 1591976 ( 21) Application No 22923/78 ( 22) Filed 26 May 1978 ( 1 ‘ ( 31) Convention Application No 7716451 ( 32) Filed 26 May 1977 in ( 33) France (FR) ( 44) Complete Specification Published 1 Jul 1981 ( 51) INT CL 3 E 02 B 1/00 ( 52) Index at Acceptance E 1 H 604 EA ( 72) Inventors: Philippe Joubert; Pierre Durando; Daniel Fleury ( 54) METHODS OF SUBMERGING HEAVY EQUIPMENT ON THE BOTTOM OF A BODY OF WATER ( 71) We, INSTITUT FRANCAIS Du PETROLE, a body corporate organised and existing under the laws of France, of 4 avenue de Bois-Preau, 92502 Rueil-Malmaison, France, do hereby declare the invention for which we pray that a patent may be granted to us, and the method by which it is to be performed, to be particularly described in and by the follow-
ing statement:-
This invention relates to methods of submerging heavy equipment at a precise location on the bottom of a body of water, the heavy equipment having in conditions of use a negative buoyancy.
The heavy equipment may be a heavy element such as a mooring mass, or an assembly of heavy and buoyant elements.
Submerging mooring masses is, for example, carried out in the course of offshore operations, or also to form anchoring members for elements, equipment or installations of positive buoyancy, such as for example floating surface installations (e g ships, drilling platforms, barges, floating pontoons or buoys) or buoyant elements which are kept submerged for various particular reasons, such elements, equipment, or installations being connected to the mooring masses by mooring or anchoring lines.
The size and weight of such mooring masses or heavy elements will be selected in accordance with each particular application and may reach very high values For example, anchoring a drilling platform requires submerging at separate locations about ten mooring masses, the real weight of each of which may reach tons or more.
The methods used up to now to submerge heavy items of equipment require surface installations whose size increases with an increasing weight of these items.
A further problem is that of accurately positioning such heavy items of equipment.
The present invention provides a method of submerging heavy equipment at a precise location on the bottom of a body of water, the heavy equipment having in conditions of use a negative buoyancy and comprising at least one heavy element, the method comprising the steps of:
(a) connecting the heavy equipment to an 50 auxiliary buoyant element by way of a line, the assembly formed by the heavy equipment and the auxiliary buoyant element having a non-negative buoyancy, and positioning the heavy equipment and the auxiliary buoyant 55 element in horizontally spaced relationship on the surface of the body of water; (b) the auxiliary element being moored, allowing the heavy equipment to sink into the water, the length of said line being such that 60 the heavy equipment then becomes suspended in the water under the auxiliary buoyant element and above the water bottom; (c) adjusting, if necessary, the location of the heavy equipment with respect to the 65 desired location of immersion; and (d) reducing the buoyancy of said assembly to a negative value whereby the assembly sinks until the heavy element contacts the water bottom at the desired location 70 The present invention also provides a method of submerging heavy equipment at a precise location on the bottom of a body of water, the heavy equipment having in conditions of use a negative buoyancy and compris 75 ing a heavy element connected by an anchoring line to a buoyant element having a buoyancy adjustable between a first value greater than the apparent weight of the heavy element in water and a second value lower than said apparant 80 weight, the length of the anchoring line being less than the water depth at the desired location of immersion, the method comprising the steps of:
(a) with the buoyancy of the buoyant element at its said first value, positioning the heavy object and the buoyant element in horizontally spaced relationship on the surface of the body of water; (b) the buoyant element being moored, allowing the heavy element to sink into the water whereby it becomes suspended in the water under the buoyant element and above the water bottom; (c) adjusting, if necessary, the location of the heavy equipment with respect to the desired location of immersion; and (d) adjusting the buoyancy of the buoyant rlCS, C tn P. 1 591 976 element to its said second value whereby the equipment sinks until the heavy element contacts the water bottom at the desired location.
Methods embodying the invention can permit precise positioning of heavy items of equipment, such as mooring masses, irrespective of their weight, and all the steps of such methods can be carried out without requiring any largesized surface installations Such methods are simple and can be carried out rapidly.
The invention will now be further described, by way of illustrative and non-limiting example, with reference to the accompanying drawings, wherein:
Figure 1 diagrammatically illustrates the accurate positioning on the bottom of a body of water of mooring masses for keeping submerged elements of positive buoyancy locally supporting a flow line used for conveying a fluid through the body of water; Figure 2 to 9 illustrate different steps of a method embodying the invention; and Figures I Oa to l Oc illustrate a modification of the method shown in Figures 2 to 9.
Figure 1 shows, by way of example, heavy members in the form of mooring masses 4 accurately positioned on the bottom of a body of water Mooring lines 3 are connected to the mooring masses to keep submerged buoyant elements 2 which locally support a flexible pipe 1 at a depth h below the water surface.
Owing to its submerged position, the pipe 1, which is of a type suitable for conveying a fluid such as a hydrocarbon, is partly or fully protected against the action of external forces which may for example be generated by wind and swell Moreover, submerging the flexible pipe 1 keeps the water surface or the immediate vicinity thereof clear, particularly areas reserved for navigation.
The actual profile of the flexible pipe 1 depends, amongst other things, on the position of the different heavy members or mooring masses 4, which must be accurately positioned in spite of their heavy weight, which may reach or even exceed 200 metric tons in the present application.
This problem of accurately positioning the masses 4 is solved in a simple manner by carrying out the following steps:
a) connecting the heavy equipment constituted by each heavy member 4 and associated buoyant element 2 to an auxiliary buoyant element, such as a buoy, by a line of such a length that the heavy member can be suspended from the auxiliary element without reaching the water bottom, the assembly of the heavy equipment and the auxiliary element having a non-negative overall buoyancy (i e a generally positive buoyancy without however excluding a zero buoyancy in some applications), b) optionally adjusting the position of the auxiliary element to place it substantially above the site of immersion, c) maintaining the heavy equipment at the water surface by using lightening means, and preferably stretching the line which connects the heavy member to the auxiliary element, and d) interrupting the action of the lightening means and dropping the heavy member 4 so 70 that it becomes immersed by the action of gravity, thereafter cancelling the action of the auxiliary element while controlling, if required, the location of the heavy equipment.
Figures 2 to 9 diagrammatically illustrate an 75 embodiment of the invention comprising the following steps:
1 The floating element 2 and the heavy member 4 are brought to the site of utilisation.
This step can be carried out by towing the 80 heavy member 4 (Figure 2) after lightening it by any suitable means, for example by emptying ballast chambers provided in the member 4 or by connecting auxiliary floats to the member 4 during its transportation 85 2 An anchoring line 3 of a selected length is connected both to the member 4 and to the buoyant element 2 (Figure 3), the assembly 4-2 of the heavy member and the buoyant element constituting said heavy equipment 90 having, in conditions of use, a negative buoyancy.
3 In order to increase its buoyancy, the heavy member 4 is connected (Figure 4) to an auxiliary floating element or buoy 5 by a cable 95 6 such that the maximum possible distance between the floating element 5 and the heavy member 4 is smaller, by at least about 20 metres, than the water depth at the location where the heavy equipment has to be 100 immersed The floating element 5 is so selected as to impart a positive buoyancy to the assembly formed by the heavy member 4, the buoyant element 2 and the auxiliary floating element 5 105 4 Preferably, the floating element 5 is positioned substantially above the selected site and tension is applied to the lines 6 and 3.
Then, the action of the lightening means is removed to reduce the buoyancy of the heavy 110 member 4, for example for ballasting it if it is equipped with ballast chambers (Figure 4).
The heavy member 4 sinks by gravity (Figures 5 and 6) until it is supported by the floating element 5, which is located at the 115 water surface at the end of this step (Figure 7).
6 If necessary, the position of the assembly is adjusted with respect to the selected location and the buoyancy of the floating element or buoy 5 is adjusted (Figure 8) to such a value 120 that the assembly formed by the heavy member 4, the element 2 and the floating element 5 has a slightly negative buoyancy This may be achieved, for example, by remotely actuating an electrically-operated value (not shown) 125 through which a liquid of sufficient specific gravity, such as water, is introduced into the buoy 5.
7 When the member 4 has reached the water bottom, the cable 6 is disconnected from 130 1 591 976 the floating element 2 (Figure 9) and the buoy rises back to the water surface so that it may be used again for positioning another item of heavy equipment.
By stretching the lines 3 and 6 prior to releasing the heavy member 4, too sudden variations in the tension of these lines, which might result from free falling of the heavy member 4 suddenly being stopped by the lines, may be avoided.
Disconnection of the cable 6 from the floating element 2 may be performed by a diver or by using a releasable connector, for example a hydraulic connector or an explosive connector.
Disconnection will preferably be performed when the buoyancy of the buoy 5 has been reduced to a slightly positive value so that the buoy will not rise too quickly.
A method similar to that just described may be used when the heavy equipment comprises a floating element 2, provided with means for adjusting its buoyancy up to a maximum value giving a positive buoyancy to the equipment In this case the floating element 2 also carries out the function of the buoyant element 5 The element 2 is at first given its maximum buoyancy, so that after the heavy member 4 has fallen by gravity, the heavy member is supported by the element 2 which floats at the water surface at the end of this operation (Figure 1 Oa) Then, control means (not illustrated), which may for instance comprise a flap valve, is actuated to introduce into the floating element 2 a material such as water to reduce the buoyancy of the element 2 to a minimum value lower than the apparent weight of the heavy member 4, whereby immersion of the heavy equipment can be progressively achieved (Figures l Ob to l Oc).
The cable 6 connecting the heavy member 4 to the floating element 5 may be a cable so designed as to withstand the stresses developed during the immersion of the heavy member, but it will be possible to use mooring or anchoring lines for the immersion of heavy members such as mooring masses.

Claims (11)

WHAT WE CLAIM IS:

1 A method of submerging heavy equipment at a precise location on the bottom of a body of water, the heavy equipment having in conditions of use a negative buoyancy and comprising at least one heavy element, the method comprising the steps of:
(a) connecting the heavy equipment to an auxiliary buoyant element by way of a line, the assembly formed by the heavy equipment and the auxiliary buoyant element having a nonnegative buoyancy, and positioning the heavy equipment and the auxiliary buoyant element in horizontally spaced relationship on the surface of the body of water; (b) the auxiliary element being moored, allowing the heavy equipment to sink into the water, the length of said line being such that the heavy equipment then becomes suspended in the water under the auxiliary buoyant element and above the water bottom; (c) adjusting, if necessary, the location of the heavy equipment with respect to the desired location of immersion; and 70 (d) reducing the buoyancy of said assembly to a negative value whereby the assembly sinks until the heavy element contacts the water bottom at the desired location.

2 A method according to Claim 1, wherein, 75 during steps (a), the heavy equipment and the auxiliary element are positioned at such a distance from each other as to cause said line to be stretched.

3 A method according to Claim 1 or Claim 80 2, wherein lightening means are used to temporarily impart a positive buoyancy to the heavy equipment to facilitate transportation of the equipment on the water surface, step (b) of themethod being carried out by cancelling the 85 effect of the lightening means on the heavy equipment.

4 A method according to Claim 1, Claim 2 or Claim 3, comprising the step of disconnecting the heavy equipment from the auxiliary 90 buoyant element when the heavy equipment has been positioned on the water bottom at its desired location.

A method according to Claim 1, Claim 2 or Claim 3, wherein the buoyancy of the 95 auxiliary element is adjustable between two values of which at least one is positive, step (d) of the method being carried out by reducing the buoyancy of the auxiliary element, and the auxiliary element being disconnected from the 100 heavy equipment when the equipment is at the desired location of immersion.

6 A method according to Claim 5, wherein the auxiliary element is disconnected when its buoyancy has been reduced to a slightly posi 105 tive value.

7 A method of submerging heavy equipment at a precise location on the bottom of a body of water, the method being substantially as herein described with reference to Figures 110 1 to 9 of the accompanying drawings.

8 A method of submerging heavy equipment at a precise location on the bottom of a body of water, the heavy equipment having in conditions of use a negative buoyancy and com 115 prising a heavy element connected by an anchoring line to a buoyant element having a buoyancy adjustable between a first value greater than the apparent weight of the heavy element in water and a second value lower 120 than said apparent weight, the length of the anchoring line being less than the water depth at the desired location of immersion, the method comprising the steps of:
(a) with the buoyancy of the buoyant 125 element at its said first value, positioning the heavy object and the buoyant element in horizontally spaced relationship on the surface of the body of water; (b) the buoyant element being moored, 130 1 591 976 allowing the heavy element to sink into the water whereby it becomes suspended in the water under the buoyant element and above the watter bottom; (c) adjusting, if necessary, the location of the heavy equipment with respect to the desired location of immersion; and (d) adjusting the buoyancy of the buoyant element to its said second value whereby the equipment sinks until the heavy element contacts the water bottom at the desired location.

9 A method according to Claim 8, wherein, during step (a), the heavy element and the buoyant element are positioned at such a distance from each other as to cause said line to be stretched.

A method according to Claim 8 or Claim 9, wherein lightening means are used to temporarily impart a positive buoyancy to the heavy element to facilitate transportation of the equipment on the water surface, step (b) of the method being carried out by cancelling the effect of the lightening means on the heavy element.

11 A method of submerging heavy equipment as a precise location on the bottom of a body of water, the method being substantially as herein described with reference to Figures 1 to 9, as modified by Figures 10 a to l Oc, of the accompanying drawings.
D Young & Co.
Chartered Patent Agents Staple Inn London WC 1 V 7RD For the Applicants Printed for Her Majesty’s Stationery Office by MULTIPLEX medway ltd, Maidstone, Kent, ME 14 1 JS 1981 Published at the Patent Office, 25 Southampton Buildings, London WC 2 1 AY, from which copies may be obtained.

GB22923/78A
1977-05-26
1978-05-26
Methods of submerging heavy equipment on the bottom of a body of water

Expired

GB1591976A
(en)

Applications Claiming Priority (1)

Application Number
Priority Date
Filing Date
Title

FR7716451A

FR2391900A1
(en)

1977-05-26
1977-05-26

METHOD FOR IMMERSING A NEGATIVE BUOYANCY DEVICE

Publications (1)

Publication Number
Publication Date

GB1591976A
true

GB1591976A
(en)

1981-07-01

Family
ID=9191412
Family Applications (1)

Application Number
Title
Priority Date
Filing Date

GB22923/78A
Expired

GB1591976A
(en)

1977-05-26
1978-05-26
Methods of submerging heavy equipment on the bottom of a body of water

Country Status (8)

Country
Link

US
(1)

US4271550A
(en)

JP
(1)

JPS53147398A
(en)

BR
(1)

BR7803344A
(en)

CA
(1)

CA1091046A
(en)

ES
(1)

ES470205A1
(en)

FR
(1)

FR2391900A1
(en)

GB
(1)

GB1591976A
(en)

NO
(1)

NO148914C
(en)

Cited By (3)

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Publication number
Priority date
Publication date
Assignee
Title

GB2205123A
(en)

1987-05-14
1988-11-30
Norwegian Contractors
Method of installing a buoyant body on a seabed

GB2222190A
(en)

1988-07-01
1990-02-28
Norwegian Contractors
Installing large, heavy structures on the sea bottom

GB2463697A
(en)

2008-09-22
2010-03-24
Technip France Sa
Method of locating a subsea structure for deployment

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US4388023A
(en)

1981-04-03
1983-06-14
Hazeltine Corporation
Truss array for supporting devices within a fluid medium

FR2569744B1
(en)

1984-09-05
1986-09-19
Spie Batignolles

METHOD AND INSTALLATION FOR INSTALLING A PIPELINE IN A UNDERWATER ENVIRONMENT AND PIPELINE THUS CARRIED OUT

US9976535B2
(en)

2005-11-07
2018-05-22
Gwave Llc
System for producing energy through the action of waves

GB0704670D0
(en)

2006-11-08
2007-04-18
Acergy France Sa
Hybrid tower and methods of installing same

US8998539B2
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2006-11-08
2015-04-07
Acergy France SAS
Hybrid riser tower and methods of installing same

WO2011150363A1
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2010-05-28
2011-12-01
Weatherford/Lamb, Inc.
Deepwater completion installation and intervention system

ITGE20110028A1
(en)

2011-03-15
2012-09-16
Iacopo Martini

HEAT EXCHANGER WITH HYDROSTATIC SUSPENSION

FR2981721B1
(en)

2011-10-21
2013-11-08
Technip France

METHOD OF INSTALLING A SELF-PROPELLED HYDROCARBON EXTRACTION TOWER

FR2984396A1
(en)

2011-12-19
2013-06-21
Total Sa

FLUID TRANSFER INSTALLATION BETWEEN A WELLBORE HEAD AND A SURFACE STRUCTURE

PE20150225A1
(en)

2012-06-04
2015-02-22
Gwave Llc

ENERGY PRODUCTION SYSTEM THROUGH THE ACTION OF WAVES

US20150325987A1
(en)

2014-05-12
2015-11-12
Gwave Llc
Submarine Cable System

GB2535717B
(en)

2015-02-24
2020-11-25
Equinor Energy As
Pipeline method and apparatus

GB2535716B
(en)

2015-02-24
2020-11-25
Equinor Energy As
Direct tie-in of pipelines by added curvature

GB2564665B
(en)

2017-07-18
2020-06-03
Equinor Energy As
Subsea installation method

CN108820151B
(en)

2018-07-27
2020-03-27
海洋石油工程股份有限公司
Method for distributing anchor of offshore ship

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W. Clark Daniel
Mobile marine structure

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Shell Dev
Method and apparatus for submerged well drilling

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Marine platforms

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Francis Wittgenstein Gerard

Immersion process of an underwater pipeline and pipeline submerged by the process

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(en)

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Flotation system

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Method and means for refloating sunken objects such as craft and buoys, and craft and buoys incorporating such means

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(en)

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GB1434357A
(en)

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1976-05-05
Duyster T H
Method of constructing a long pipeline on the floor of a body of water

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(en)

1975-03-27
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Laying pipes under-water

US4048686A
(en)

1976-07-09
1977-09-20
Kloften & Kloften A/S
Buoyancy device and method

1977

1977-05-26
FR
FR7716451A
patent/FR2391900A1/en
active
Granted

1978

1978-05-18
US
US05/907,192
patent/US4271550A/en
not_active
Expired – Lifetime

1978-05-24
NO
NO781807A
patent/NO148914C/en
unknown

1978-05-24
BR
BR787803344A
patent/BR7803344A/en
unknown

1978-05-24
ES
ES470205A
patent/ES470205A1/en
not_active
Expired

1978-05-25
JP
JP6283878A
patent/JPS53147398A/en
active
Granted

1978-05-25
CA
CA304,238A
patent/CA1091046A/en
not_active
Expired

1978-05-26
GB
GB22923/78A
patent/GB1591976A/en
not_active
Expired

Cited By (7)

* Cited by examiner, † Cited by third party

Publication number
Priority date
Publication date
Assignee
Title

GB2205123A
(en)

1987-05-14
1988-11-30
Norwegian Contractors
Method of installing a buoyant body on a seabed

GB2205123B
(en)

1987-05-14
1991-05-15
Norwegian Contractors
Method of installing a buoyant body on a seabed

AU613034B2
(en)

1987-05-14
1991-07-25
Aker Norwegian Contractors As
Method for installation of a buoyant body on a sea bottom

GB2222190A
(en)

1988-07-01
1990-02-28
Norwegian Contractors
Installing large, heavy structures on the sea bottom

GB2222190B
(en)

1988-07-01
1992-07-22
Norwegian Contractors
The transportation and installation of large, heavy structures on the sea bottom.

GB2463697A
(en)

2008-09-22
2010-03-24
Technip France Sa
Method of locating a subsea structure for deployment

GB2463697B
(en)

2008-09-22
2012-06-27
Technip France
Method of locating a subsea structure for deployment

Also Published As

Publication number
Publication date

JPS6238589B2
(en)

1987-08-18

FR2391900B1
(en)

1980-01-18

BR7803344A
(en)

1979-02-06

JPS53147398A
(en)

1978-12-22

CA1091046A
(en)

1980-12-09

NO148914C
(en)

1984-01-11

US4271550A
(en)

1981-06-09

NO781807L
(en)

1978-11-28

FR2391900A1
(en)

1978-12-22

ES470205A1
(en)

1979-10-16

NO148914B
(en)

1983-10-03

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