EP0783428B1 - A floating platform stabilizing arrangement - Google Patents
A floating platform stabilizing arrangement Download PDFInfo
- Publication number
- EP0783428B1 EP0783428B1 EP94929062A EP94929062A EP0783428B1 EP 0783428 B1 EP0783428 B1 EP 0783428B1 EP 94929062 A EP94929062 A EP 94929062A EP 94929062 A EP94929062 A EP 94929062A EP 0783428 B1 EP0783428 B1 EP 0783428B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- platform
- counterweights
- density
- containers
- buoyant body
- 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
Links
Images
Definitions
- the present invention relates to a floating platform stabilizing arrangement, and more particularly, but not exclusively, to counterweight compensation which restricts movement of the platform from a state of equilibrium.
- Floating platforms such as bathing and boat jetties or like structures, are normally supported by buoyant bodies which are mounted at the outer edges or extremeties of the jetties and which consist in low-density cellular plastic bodies or air-filled containers. Every load that is applied to a platform of this nature is counteracted by an increase in the buoyancy forces, this increase being proportional to the applied load and being generated as a result of an increase in the volume of that part of the buoyant body which is thereby submerged in the water.
- Fig. 1 illustrates schematically for comparison purposes a typical floating jetty or like structure carried by two buoyant cellular plastic blocks mounted at the outer edges of the jetty. Because of their small intrinsic weight, the buoyant blocks will float high in the water and are sensitive to surface movement of the water and have a low or practically non-existent moment of inertia.
- the load is distributed between the buoyant blocks in proportions conversely to the distance between the loading point and respective buoyant blocks. Consequently, a load-applied to one outer edge of the jetty will be counteracted almost totally by the buoyant block located at this edge, and the block will be pressed downwards through a distance which is proportional to the volume of liquid displaced by the applied load.
- the construction is unable to balance rapid shifts in the points at which the load is applied, and floating jetties of this kind must therefore be considered unsteady and unstable.
- FIG. 2 illustrates schematically and from one end an exemplifying embodiment of the inventive arrangement.
- a buoyant body 2 is mounted centrally beneath a platform 1.
- the buoyant body 2 extends preferably centrally along essentially the full length of the platform 1.
- Counterweights or containers 3, 4 are mounted on the underside of the platform 1 at its outer edges.
- the containers 3, 4 are weighted, preferably filled with water or some other ballast, to a weight which will impart thereto a weight/volume unit which is greater than that of air and preferably equal to or in the vicinity of that of the supporting medium in which the structure floats, and the buoyant body 2 is dimensioned to lift the load-free platform with the weighted containers to a position in which the volume of the containers 3, 4 is partially submerged in the supporting medium, preferably to half said volume.
- the containers or counterweights 3 and 4 are thus weightless when fully submerged, when ignoring the container walls, and when in a fully uplifted position have a weight of about 1 kg/dm 3 if the containers are completely filled with water.
- the sectional configuration of the containers/counterweights 3, 4 is preferably such that a small change in the buoyancy state will result in a large change in the volume of that part of the body which lies submerged in the supporting medium or lifted therefrom, and may have a circular, elliptical, pointed triangular or rectangular configuration.
- the cross-sectional shape of the centrally positioned buoyant body 2 may vary, although a rectangular cross-sectional shape is preferred.
- the net decrease and the net increase in the weight of respective counterweights/containers 3, 4 will be equal to the weight of the displaced water volume and the restored water volume respectively. From the aspect of stability, it is also desirable that the counterweights will have a heavy weight in relation to the load applied to the platform, which increases the inertia as the position of the platform changes.
- a density i.e. a weight per unit of volume, which is higher than the density of the supporting medium
- a maximum net increase and a maximum net decrease of the weight cannot be obtained when the counterweights are lifted from and submerged in the supporting medium. It will be seen from this that the effect of the counterweights can be best utilized when the counterweights have a density which coincides with or lies in the vicinity of the density of the supporting medium.
- the counterweights can be integrated with the platform 1, mounted on the outer edges thereof and having the form of bodies whose densities correspond to or lie in the vicinity of the density of the water.
- the effect of the counterweights may be achieved by a division between weight and volume, such that the weight in the form of a high density body is integrated with the platform and concentrated on its outer edge, while the volume is obtained in the form of a low density buoyant body mounted on the outer edge of the platform.
- the counterweights 3, 4 have the form of water-filled containers, it may be necessary to only partially fill the containers with water, so that the platform will have a desired floating depth. In this case, a lower moment of inertia is obtained, although the advantages afforded by the invention can still be utilized in part.
- the platform 1 By constructing the platform 1 in the aforedescribed manner as a balanced surface provided with counterweights whose weight may be changed quickly with their position in the water, an asymmetrically applied load will be distributed in the surface/platform and act in the rotational centre of the surface, i.e. against the buoyant body 1. This means that the change in the position of the platform from a horizontal position in response to uneven loading of the platform will be significantly smaller than the change in the position of the conventional floating jetty with a corresponding unevenly distributed load.
- the balancing counterweights or containers 3, 4 increase the moment of inertia of the platform, which further enhances stability of the platform when subjected to hastily-applied loads and as a result of wave movement.
Landscapes
- Revetment (AREA)
Description
Claims (3)
- A floating platform stabilizing arrangement which includes a buoyant body (2) and at least two counterweights (3, 4) mounted on the outer edges of the platform, characterized in that the buoyant body (2) is a buoyant block (2) which is positioned centrally beneath the platform and the extension of which is limited to the axial centre part of the platform, preferably along the full length of the platform; in that the counterweights (3, 4) extend essentially along the full length of the outer platform edges beneath said platform and have the form of bodies which have a not-inconsiderable displacement and exhibit herefor a circular or elliptical cross-sectional shape for instance, and have a density which is greater than the density of air and preferably equal to the density of the supporting medium; and in that the buoyant body (2) is dimensioned such that when the platform is in a state of equilibrium, the platform will have a floating depth at which the counterweights (3, 4) are submerged essentially half-way in the supporting medium.
- An arrangement according to Claim 1, characterized in that the supporting medium is water and in that the counterweights (3, 4) are comprised of containers which are filled at least partially and preferably completely with water.
- An arrangement according to Claim 1, characterized in that the counterweights (3, 4) are comprised of containers which contain solid ballast having a mass which corresponds essentially to the weight of a counterweight that is filled at least partially and preferably completely with liquid.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/SE1994/000781 WO1996006003A1 (en) | 1993-06-04 | 1994-08-25 | A floating platform stabilizing arrangement |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0783428A1 EP0783428A1 (en) | 1997-07-16 |
EP0783428B1 true EP0783428B1 (en) | 1999-05-19 |
Family
ID=20393204
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP94929062A Expired - Lifetime EP0783428B1 (en) | 1994-08-25 | 1994-08-25 | A floating platform stabilizing arrangement |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0783428B1 (en) |
DE (1) | DE69418626D1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8217992B2 (en) | 2007-01-11 | 2012-07-10 | The Jackson Laboratory | Microscopic imaging techniques |
US7772569B2 (en) | 2008-04-01 | 2010-08-10 | The Jackson Laboratory | 3D biplane microscopy |
-
1994
- 1994-08-25 DE DE69418626T patent/DE69418626D1/en not_active Expired - Lifetime
- 1994-08-25 EP EP94929062A patent/EP0783428B1/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
DE69418626D1 (en) | 1999-06-24 |
EP0783428A1 (en) | 1997-07-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3294051A (en) | Apparatus for drilling in deep water | |
US20200307745A1 (en) | Floating offshore platform | |
CN106759454B (en) | A kind of entirely latent separate type blower foundation | |
US3246476A (en) | Submersible vessel for submarine operations | |
US4155323A (en) | Float construction for reducing pitching, rolling or dipping | |
US3824942A (en) | Offshore underwater storage tank | |
JPH02106488A (en) | Method and device for stabilizing marine platform | |
US3031997A (en) | Floating platform | |
IE55926B1 (en) | Flexible offshore platform | |
US3285213A (en) | Floating structures | |
US4898288A (en) | Semi-submersible crane vessel | |
EP0783428B1 (en) | A floating platform stabilizing arrangement | |
WO1996006003A9 (en) | A floating platform stabilizing arrangement | |
WO1996006003A1 (en) | A floating platform stabilizing arrangement | |
JP2514487B2 (en) | Floating structure with legs | |
USRE29478E (en) | Single column semisubmersible drilling vessel | |
US3870003A (en) | Storage-vessel | |
RU2433937C2 (en) | Ship (versions), roll reducing device, immersible body, stabilisation device and method of pitch reduction | |
US4170954A (en) | Semi-submersible vessel | |
JP2631616B2 (en) | Wave absorber | |
US3415067A (en) | Method of operating a submersible vessel for submarine operations | |
US3559606A (en) | Submersible barge roll control system | |
CN219237324U (en) | Self-balancing floating body structure and floating foundation | |
US7707954B2 (en) | Floating dry dock system | |
FI79990C (en) | Device for working tool such as half-sunk position |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 19970224 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): DE DK ES FR GB IT |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
17Q | First examination report despatched |
Effective date: 19980714 |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): DE DK ES FR GB IT |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED. Effective date: 19990519 Ref country code: FR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 19990519 Ref country code: ES Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY Effective date: 19990519 |
|
REF | Corresponds to: |
Ref document number: 69418626 Country of ref document: DE Date of ref document: 19990624 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 19990819 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 19990820 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19990825 |
|
EN | Fr: translation not filed | ||
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 19990825 |
|
26N | No opposition filed |