Oscillating installation for installing in a body of water and method for its construction

• US 4,126,010 A
• Filed: 07/20/1977
• Issued: 11/21/1978
• Est. Priority Date: 07/23/1976
• Status: Expired due to Term

• Current Assignee: Compagnie Generale Pour Les Developpements Operationnels Des Richesses Sous-Marines
• Original Assignee: Compagnie Generale Pour Les Developpements Operationnels Des Richesses Sous-Marines
• Inventors: Michel, Dominique, Serrano, Francisco de Assis M.
• Primary Examiner(s): Taylor, Dennis L.
• Application Number:
  US05/817,373
• Time in Patent Office: 489 Days
• Field of Search: 175/5-10, 61/86, 61/88-91, 61/94, 61/97, 61/100, 61/101
• US Class Current: 405/202
• CPC Class Codes: B63B 35/4406 Articulated towers, i.e. substantially floating structures comprising a slender tower-like hull anchored relative to the marine bed by means of a single articulation, e.g. using an articulated bearing
• CPC Class Codes: E02B 17/024 shock absorbing means for the supporting construction
• CPC Class Codes: E02B 17/025 Reinforced concrete structures E02B17/021 takes precedence
• CPC Class Codes: E02B 2017/0039 Methods for placing the offshore structure
• CPC Class Codes: E02B 2017/0069 Gravity structures
• CPC Class Codes: F16C 11/06 Ball-joints; Other joints having more than one degree of angular freedom, i.e. universal joints universal joints in which flexibility is produced by means of pivots or sliding or rolling connecting parts F16D3/16
• CPC Class Codes: F16C 2326/30 Ships, e.g. propelling shafts and bearings therefor in general B63H

Abstract

The invention relates to an oscillating installation installed at a fixed site in a body of water, comprising a shaft which rests on a heavy base, which itself bears on a bed, and which supports a platform at its upper part, the shaft is connected to the base by a ball-joint consisting of two hemispherical caps. The shaft is loaded in such manner that the joint is always under compression. Examples of forms of joint comprising packings between the two caps are described. The invention also relates to a method of laying such an installation, the latter being conveyed by flotation to the site, and the correction of listing by the use of caissons disposed along the shaft.

Claims

1. An oscillatable installation installed at a fixed site in a body of water, comprising a shaft which rests on a heavy base itself resting on the bed and which at its upper part supports a platform or any other part of the installation intended to be located above the level of the water, the shaft being connected to the base by a ball-joint enabling it to oscillate in any direction under the action of swell, the shaft being ballasted near to its base such that the total weight of the assembly of this ballast, shaft, platform or other part of the installation and masses which it carries, is greater than the maximum lifting force exerted on the shaft by the strongest swells so that the ball-joint, through the intermediary of which the shaft bears upon the base, is permanently under compression.

2. An installation including a ball-joint according to claim 1, characterized in that the contact elements of the joint comprise non-machined cast metal fixed respectively to the end of the shaft and on the base coupled together, the shaft and the base being at least partially immersed and therefore subjected to relative oscillatory movements to effect a grinding-in of the surfaces, and means injecting a washing fluid for processing the ground off particles between the contacting surfaces.

3. The installation according to claim 2, comprising a ball-joint with metal to metal contact, characterized in that means for injecting an abrasive material followed by a washing fluid are provided at at least one point of the joint.

4. An installation according to claim 3, characterised in that the means of injecting lubricant are the same as those used for injecting the washing fluid.

5. An installation according to claim 1, characterised in that the shaft comprises an impervious part forming a float so disposed that its hydrostatic centre of pressure is located above the centre of gravity of the assembly of shaft, platform and masses that it carries to ensure the return of the shaft to the vertical position.

6. An installation according to claim 1, characterised in that the base consists of a hollow body having a central column, on the top of which is located the joint, and having as well radial partitions, the latter forming compartments, which can be supplied with liquid.

7. An installation according to claim 1, characterised in that the ball-joint comprises a deformable packing inserted between a convex surface formed on the lower part of the shaft and a concave surface formed on the base.

12. An installation according to claim 7, characterised in that the deformable packing comprises an hydraulic cushion formed of a deformable envelope that can be supplied with liquid.

13. An installation according to claim 1, characterised in that the ball joint comprises a ball bearing intercalated between a convex spherical surface provided on the lower part of the shaft and a concave spherical surface provided on the base, the ball bearing having balls distributed between these two surfaces in a cage in the form of a spherical cap.

14. An installation according to claim 13, characterised in that the balls are of elastomer.

16. An installation according to claim 1, characterised in that the shaft and the base are provided with sets of teeth in the form of spherical caps which intermesh and roll on each other.

19. An installation according to claim 1, characterised in that it comprises means for correcting listing consisting of regulating caissons disposed at various points of the installation, the correction being effected by the transfer of water without altering the total weight of the installation.

20. An installation according to claim 19, characterised in that the caissons are disposed at the upper part of the shaft and take the form of a cylindrical volume divided by radial partitions, occupying a part of the shaft.

21. An installation according to claim 1, characterised in that it comprises means for correcting listing consisting of regulating caissons provided with turbines piloted by a hydraulic positioning device.

22. An installation according to claim 1, characterised in that it comprises means of correcting listing consisting of propellers fixed to the shaft and piloted by a hydraulic positioning device.

23. An installation according to claim 1, characterised in that the base and the lower part of the shaft are assembled by their joint, and the base is provided with a buoyancy higher than its weight so that the joint is always in compression and is held submerged by the introduction of water into the base and the shaft in such manner that only a part of the shaft is emergent.

8. An installation installed at a fixed site in a body of water, comprising a shaft which rests on a heavy base itself resting on a bed and which at its upper part supports a platform or any other part of the installation intended to be located above the level of the water, the shaft being connected to the base by a ball-joint enabling it to oscillate in any direction under the action of swell, a deformable packing inserted between a convex surface formed on the lower part of the shaft and a concave surface formed on the base, the deformable packing comprising a pile of alternate layers of elastomer and sheet metal intercalated between two metal armatures, the different layers and armatures being glued together, the shaft being ballasted near to its base such that the total weight of the assembly of this ballast, shaft, platform or other part of the installation and masses which it carries, is greater than the maximum lifting force exerted on the shaft by the strongest swells so that the ball-joint, through the intermediary of which the shaft bears upon the base, is permanently under compression.

9. An installation according to claim 8, characterised in that the pile of elastomer and sheet metal, as well as the armatures, are formed of spherical elements and of polygonical shape, disposed between spherical caps integral respectively with the shaft and the base and to which the said elements are fixed.

10. An installation according to claim 8, characterised in that the different layers and armatures have the form of a spherical cap and are disposed between the metal spherical caps integral respectively with the shaft and the base and to which the armatures are fixed, in such manner that the various caps are substantially concentric.

11. An installation according to claim 8, characterised in that the pile of elastomer and sheet metal, as well as the armatures, are formed of flat elements and of polygonical shape, located between polyhedric caps integral respectively with the shaft and the base and to which the said elements are fixed.

15. An installation installed at a fixed site in a body of water, comprising a shaft which rests on a heavy base itself resting on a bed and which at its upper part supports a platform or any other part of the installation intended to be located above the level of the water, the shaft being connected to the base by a ball-joint enabling it to oscillate in any direction under the action of swell, a deformable packing inserted between a convex surface formed on the lower part of the shaft and a concave surface formed on the base, the volume comprised between the lower part of the shaft carrying a joint member, the surface of the base carrying the second joint member, and a wall concentric with the said joint and surrounding the base of the shaft, is filled with bodies of revolution of small dimensions, the interstitial spaces being occupied by a viscous fluid, the shaft being ballasted near to its base such that the total weight of the assembly of this ballast, shaft, platform or other part of the installation and masses which it carries is greater than the maximum lifting force exerted on the shaft by the strongest swells so that the ball-joint, through the intermediary of which the shaft bears upon the base, is permanently under compression.

17. An installation installed at a fixed site on a body of water, comprising a shaft which rests on a heavy base itself resting on a bed and which at its upper part supports a platform or any other part of the installation intended to be located above the level of the water, the shaft being connected to the base by a ball-joint enabling it to oscillate in any direction under the action of swell, the shaft and the base being provided with sets of teeth in the form of spherical caps which intermesh and roll on each other, the shaft and the base further comprising an arrangement of projections and grooves preventing the shaft from turning about its vertical axis with respect to the base, the said grooves having a V-section, the point of the V connecting according to the major axis of an ellipse, the shaft being ballasted near to its base such that the total weight of the assembly of this ballast, shaft, platform or other part of the installation and masses which it carries, is greater than the maximum lifting force exerted on the shaft by the strongest swells so that the ball-joint, through the intermediary of which the shaft bears upon the base, is permanently under compression.

18. An installation installed at a fixed site on a body of water, comprising a shaft which rests on a heavy base itself resting on a bed and which at its upper part supports a platform or any other part of the installation intended to be located above the level of the water, the shaft being connected to the base by a ball-joint enabling it to oscillate in any direction under the action of swell, the shaft and the base being provided with sets of teeth in the form of spherical caps which intermesh and roll on each other, means are provided for injecting dense lubricant between the teeth, the shaft being ballasted near to its base such that the total weight of the assembly of this ballast, shaft, platform or other part of the installation and masses which it carries, is greater than the maximum lifting force exerted on the shaft by the strongest swells so that the ball-joint, through the intermediary of which the shaft bears upon the base, is permanently under compression.

24. An installation installed at a fixed site in a body of water, comprising a shaft which rests on a heavy base itself resting on a bed and which at its upper part supports a platform or any other part of the installation intended to be located above the level of the water, the shaft being connected to the base by a ball-joint enabling it to oscillate in any direction under the action of swell, the shaft being ballasted near to its base such that the total weight of the assembly of this ballast, shaft, platform or other part of the installation and masses which it carries, is greater than the maximum lifting force exerted on the shaft by the strongest swells so that the ball-joint, through the intermediary of which the shaft bears upon the base, is permanently under compression, the base and shaft, assembled by the ball-joint and the platform, connected to the shaft by links float in a substantially horizontal position, the base and the shaft, at least, afloat, the base and the end of the shaft adjacent the base being ballasted, and means supplying ballast to move the shaft progressively into the vertical position, the base and the lower part of the shaft, assembled by their joint, being held submerged by the introduction of water into the base and the shaft in such manner that only part of the shaft is emergent.

25. An installation according to claim 24, characterized in that the platform floats separately from the base with linking means connecting the top of the shaft to an edge of the platform so that the top of the shaft, by means of linkage, causes the deck to swing into a position substantially perpendicular to the axis of the shaft so that the deck can be fixed to the top of the shaft when the base and shaft are ballasted to bring them into the vertical position.

26. An installation installed at a fixed site in a body of water, comprising a shaft which rests on a heavy base itself resting on a bed and which at its upper part supports a platform or any other part of the installation intended to be located above the level of the water, the shaft being connected to the base by a ball-joint enabling it to oscillate in any direction under the action of swell, the platform being connected to a barge by linkage means and fixed by a link hinged to the edge of the shaft, and jacks being placed in position between the platform and the shaft, the barge having ballast means and means dismantling device connecting the platform to the barge, so that when the base and the shaft are progressively righted the jacks keep the platform horizontal so that the deck can be fixed to the shaft and the jacks dismantled when the base and the shaft are in their final position, the shaft being ballasted near to its base such that the total weight of the assembly of this ballast, shaft, platform or other part of the installation and masses which it carries, is greater than the maximum lifting force exerted on the shaft by the strongest swells so that the ball-joint, through the intermediary of which the shaft bears upon the base, is permanently under compression, the base and the lower part of the shaft, assembled by their joint, being held submerged by the introduction of water into the base and the shaft in such manner that only a part of the shaft is emergent.