US3680275A

US3680275A - Underwater storage tanks

Info

Publication number: US3680275A
Application number: US888656A
Authority: US
Inventors: Jean Romlet; Armand Cimadevilla
Original assignee: Leon Ballot SA Des Entreprises
Current assignee: Leon Ballot SA Des Entreprises; Sa Des Entreprises Leon Ballot
Priority date: 1968-12-11
Filing date: 1969-12-29
Publication date: 1972-08-01
Anticipated expiration: 1989-08-01
Also published as: FR95547E; GB1302030A; BR6915630D0; OA03196A; NL6919549A

Abstract

This invention relates to a reservoir suitable for immersion in the sea or like surrounding medium and is mainly intended for the storage of hydrocarbons. The reservoir is formed from elements prefabricated in two-dimensionally prestressed concrete which are held together by a structure of three-dimensionally prestressed concrete. The reservoir is preferably of cellular structure and is adapted to rest freely on the sea floor.

Description

United States Patent Romlet et al.

[54] UNDERWATER STORAGE TANKS [72] Inventors: Jean Romlet, La Celle Saint-Cloud; Armand Cimadevilla, Neuilly Chauts de Seine, both of France [73] Assignee: Societe Anonyme Des Entreprises Leon Ballot, Paris, France [22] Filed: Dec. 29, 1969 [2]] Appl. No.: 888,656

[30] Foreign Application Priority Data Dec. 30, 1968 France ..181997 [52] US. Cl. ..52/227, 52/236, 220/] B [51.] Int. Cl. ..E04c l/40, E04h 7/20 [58] Field of Search ..52/169, 742, 249, 223, 248, 52/227-229, 236, 259, 251, 136, 138, 79;

[56] References Cited 1 UNITED STATES PATENTS 3,260,025 7/1966 Van Der Lely ..52/236 3,369,334 2/1968 Berg ..52/227 1,252,547 1/1918 Calthrop et a1. ..6l/.5

[ 51 Aug. 1, 1972 1,312,968 8/1919 Fogg ..52/227 1,422,674 7/1922 Cook ..52/20 2,645,114 7/1953 Amirikian ..52/236 3,331,170 7/1967 Lowe et a1. ..52/236 3,414,153 12/1968 Leroux ..L ..220/1 B FOREIGN PATENTS OR APPLICATIONS 1,230,007 3/1960 France ..52/79 907,669 10/ 1 962 Great Britain ..52/742 569,451 12/1923 France ..52/252 Primary Examiner-Frank L. Abbott Assistant Examiner-James L. Ridgill, Jr. Attorney-Holcombe, Wetherill & Brisebois [5 7] ABSTRACT This invention relates to a reservoir suitable for immersion in the sea or like surrounding medium and is mainly intended for the storage of hydrocarbons. The reservoir is formed from elements prefabricated in two-dimensionally prestressed concrete which are held together by a structure of three-dimensionally prestressed concrete. The reservoir is preferably of cellular structure and is adapted to rest freely on the sea floor.

1 Claim, 13 Drawing Figures PATENTEDAUB 1 I972 SHEET 1 BF 6 g E 3 Z P'A'TENTEDAuc' 1 I972 3.680.275

sum 2 OF 6 Pmmmus 1 I912 3.680.275

SHEET 6 BF 6 UNDERWATER STORAGE TANKS SUMMARY OF THE INVENTION This invention relates to reservoirs which are mainly intended for the underwater storage of hydrocarbons, the said reservoirs being preferentially formed of elements prefabricated in two-dimensionally prestressed concrete, the said elements being connected by a structure consisting of three-dimensionally prestressed concrete.

The invention provides a reservoir which can rest freely on the sea bottom and which ensures its own stability with respect to the stresses to which it is subjected, particularly by the effects of density variation due to the filling with the hydrocarbons and to the swell.

The invention also provides a reservoir which, when positioned on the sea bottom, is capable of resting on any point of the surface capable of serving as a support.

The reservoir of the invention is of cellular structure, composed of a plurality of prismatic elements of any polygonal section, the said elements being connected 7 together by three-dimensionally prestressed junction members which are cast inside spaces left empty between the prismatic elements.

According to the invention, a reservoir for storing fluids is provided comprising a series of prefabricated elements of polygonal form attached together or integral by means of a three-dimensionally prestressed structure to ensure the rigidity of the reservoir in three perpendicular directions.

Further according to the invention, the prestressed structure is formed of a floor or lower base surface of suitable thickness for resisting the applied forces, possibly comprising reinforcements intended to be used as a support zone, the said floor being two-dimensionally prestressed, peripheral walls which are twodimensionally prestressed; prestressed pillars made up of elements of polygonal form; a two-dimensionally prestressed cover closing the effective volume of the reservoir and receiving openings necessary for the operation .of the reservoir and in particular an inlet intended to receive a control unit to which are connected all the supply and storage pipes for the stored fluids and the the supervisory equipment.

In a preferred embodiment, two series of internal parallel partitions are provided which cross one another, to divide the enclosed space in the reservoir into a number of elementary standard compartments, and comprising a first series of openings formed in the internal partitions in the vicinity of the floor and a second series in the vicinity if the cover, permitting the horizontal circulation of the hydrocarbons and the water between the difierent adjacent vertical compartments.

,The size of these openings are dependent on the delivery rate of the supply members, so as not to disturb the hydrocarbon-sea water interface.

In one preferred embodiment of the reservoir, the floor, the cover, the walls and the internal partitions are made of two-dimensionally prestressed concrete, connected together in such a way that the whole of the reservoir is three-dimensionally prestressed, the internal partitions being formed of prefabricated hollow prisms with a polygonal base, the said prisms being assembled and integrated into the prestressed reinforced concrete structure, ensuring the lateral closure of the reservoir, the rigidity being given by the prestressing elements anchored in the structure.

The capacity of the reservoirs of this type is unlimited and it is possible to obtain reservoirs having a very large volume.

The external walls can be made of a material which ensures a complementary tightness, either by means of metal, or by means of epoxy-type resin or a mixture of pitch and epoxy-type resin. These fluid-tight layers can be applied both to the interior and the exterior of the enclosed space.

The two embodiments of the invention will now be described, by way of example only, with reference to the accompanying drawings, in which:

FIG. 1 shows a reservoir of the invention, part of which has been shown cut away.

FIG. 2 is a vertical section of a part of the reservoir.

FIG. 3 is a horizontal section of part of the reservoir.

FIG. 4 shows the connection of an internal partition to an external wall.

FIG. 5 shows the intersection of two external walls.

FIG. 6 shows the intersection of two external walls of the reservoir with the floor.

FIG. 7 shows the intersection of an internal partition with the cover and with an external wall.

FIG. 8 shows a junction of internal partitions.

FIG. 9 shows a prefabricated element adapted to serve for the construction of the internal part of the reservoir.

FIG. 10 shows a prefabricated element with a hexagonal base.

FIG. 11 shows a part of a reservoir consisting of v prestressed concrete and obtained by direct casting.

FIG. 12 shows an intersection of internal partitions of the reservoir.

FIG. 13 shows an angle of the reservoir.

Referring to FIG. 1, there is shown a vertical external wall 1 of the reservoir, a second wall 2 perpendicular to the wall 1, a cover 3 for the reservoir and vertical partitions 5 and 6. In this way, a cellular reservoir is obtained which is composed of a plurality of standard units each capable of containing a certain quantity of petrol, and communicating with one another through openings situated in the vertical partitions.

In FIG. 2 the floor 7 can be seen which comprises a reinforcement 8 in a zone intended to serve as a support for this floor. An injectable pad or cushion 9 can be fitted into this reinforcement 8 permitting the reservoir to rest on the sea bottom 10. Also shown is a vertical end wall 11 of the reservoir and a vertical partition 14 having inlets 12 permitting two adjacent vertical shafts to be brought into communication. Finally, the cover which is adapted to be simultaneously built into the external wall and the internal walls is shown at 15.

Referring to FIG. 3, two vertical

external walls

16 and 17 of the reservoir have internal partitions l8 and 20 connected thereto at

junctions

18a and 20a. These partitions are attached to one another by a prestressed concrete junction by which the partitions l8, 19, 20 and 19b are made fast with one another. An angle junction is shown at 21.

FIG. 4 shows how an internal partition 23 is attached to an external wall 22. This external wall contains prestressing cables 24 which are parallel to one another. A series of cables 25, likewise parallel to one another, are also embedded in the partition 23. In addition, two

cables

26 and 27 perpendicular to .the plane of the Figure, are also indicated, and these cables, together with the other cables, ensure a three-dimensional prestressing in the junction.

FIG. shows one corner of the reservoir. Theseries of

cables

30 and 31 are embedded in the walls 28 and 29, one series of perpendicular cables 32 making it possible to ensure a three-dimensional prestressing in the corner. The anchoring means of the prestressing cables are embedded in junction member 33.

FIG. 6 represents an angle of the reservoir and includes a horizontal wall 34, a vertical wall 35 and a vertical wall 36 which is perpendicular to the wall 35.

A concrete sealing arrangement 35a is provided which enables the anchoring means of the prestressing cables to be protected from corrosion. These prestressing cables are shown at 37, 38, 39, 40 and 41 and form, in fact, three orthogonal grids or networks, so that it is clearly apparent that the reservoir is always maintained under three-dimensional stress.

FIG. 7 shows the junction of a partition 43 with firstly the cover 42 and secondly a vertical wall 44 which is perpendicular to the cover and partition. The

cable networks

45, 46, 47, 48, 49 and 50 form three orthogonal networks which also permit a three-dimensional stress to be obtained.

FIG. 8 shows a junction between two networks of internal partitions. These vertical internal partitions are shown at 51, 52, 53, 54, and theintersection is effected in a nodal element 63. This nodal element or junction is formed by an element through which extend

horizontal prestressingv cables

55, 56, 57 and 58. Four vertical prestressing cables are shown at 59, 60, 61, 62. Thus, three-dimensional prestressing exists at each nodal element or junction, so that the stresses are distributed in every direction in this reservoir.

FIG. 9 illustrates a prefabricated element or standard unit, in which four prestressed concrete partitions are provided in such a way that they form a vertical shaft, having a wall 81, and a groove 82 by means of which the elements are assembled. A recess 83 permits the casting or pouring of the nodal element or junction for the assembly of the shafts.

A prefabricated element of hexagonal section is shown in FIG. 10. By means of similar elements, it is possible to provide a network enabling a reservoir for hydrocarbons to be obtained. One wall 84 of the hexagonal hollow prism is contiguous with a recess 85 designed to enclose the pillar in which the prestressing cables are placed. A groove 86 permits the hexagonal seal off the anchoring heads of the prestressing cables. Two series of

internal partitions

90 and 91 perpendicular to one another are fitted together inside the reservoir by means of an intersection nodal element 92 which will be discussed in detail below.

An opening 93, formed in the floor, permits the reservoir to be brought into communication with the outside ed'um.

The etai 0 an intersection nodal element or unction of two series of internal partitions is better illustrated in FIG. 12 which shows reinforcing post or pillar 94 which receives four

partitions

95, 96, 97, 98. Two series of

cables

99 and 100 are placed in these partitions, the vertical cables 101 being embedded in these partitions and in the pillar 94. The assembly of these elements is effected during the same concreting operation.

In FIG. 13, a corner piece of the reservoir is shown in which are embedded two

external walls

102 and 103. Two networks of

cables

104 and 105 are placed in these walls. They are brought and maintained in tension by the anchoring heads 106 and 107. Vertical cables 108 ensure a vertical prestressing and all the cables are disposed inside sheaths, the internal space being filled by an injection of cement mortar.

The operation of these reservoirs is as follows:

Hydrocarbons are supplied to the upper part of the reservoir. The different compartments of the reservoir communicate with one another through two series of openings formed in the horizontal partitions in the immediate vicinity of the cover and the floor.

This series of openings thus permits the distribution of the hydrocarbons throughout the reservoir, the hydrocarbons driving ahead of them the sea water, which can pass through the openings formed in the floor communicating with the external medium, either directly, or by means of pipes discharging at the level of the cover.

I claim 1. A floatable reservoir for the underwater storage of hydrocarbons which is divided into a plurality of compartments and comprises a plurality of polygonal prefabricated two-dimensionally prestressed internal and external concrete wall members, at least one floor member and at least one roof member, said members being connected together by three-dimensionally prestressed concrete junctions to form a reservoir prestressed in three directions perpendicular to each other so as to resist flexing stresses in any direction, with each of said internal wall members defining at least one corner and a plurality of the sides of one of said compartments, said corners being connected by three-dimensionally prestressed vertical junction members, and said internal walls being provided with a first series of openings adjacent said floor member and a second series of openings adjacent said cover, which openings interconnect at least the majority of said compartments.

UNITED STATES PATENT OFFIQE CERTIFICATE OF CORRECTEON Patent No. 3 3 75 August 1,

Dated 1972 Inventor) JEAN ROULET and ARMAND CIMADEVILLA It is certified that error appears in the above-identified patent and that said Letters Patent are hereby corrected as shown below:

[72] Inventors: JEAN ROULET Signed and sealed this 9th day of January 1973.

(SEAL) Attest:

EDWARD M.FLETCHER,JR.

ROBERT GOTTSCHALK Attesting Officer Commissioner of Patents ORM FO-105O (10-69) USCOMM'DC 50375-P69 U,S, GOVERNMENT PRINTING OFFICE: I969 0-366-334

Claims

1. A floatable reservoir for the underwater storage of hydrocarbons which is divided into a plurality of compartments and comprises a plurality of polygonal prefabricated twodimensionally prestressed internal and external concrete wall members, at least one floor member and at least one roof member, said members being connected together by three-dimensionally prestressed concrete junctions to form a reservoir prestressed in three directions perpendicular to each other so as to resist flexing stresses in any direction, with each of said internal wall members defining at least one corner and a plurality of the sides of one of said compartments, said corners being connected by three-dimensionally prestressed vertical junction members, and said internal walls being provided with a first series of openings adjacent said floor member and a second series of openings adjacent said cover, which openings interconnect at least the majority of said compartments.