FI3696324T3 - Harbour plant for storage, loading and unloading of hydrocarbon products at sea and method thereof - Google Patents

Harbour plant for storage, loading and unloading of hydrocarbon products at sea and method thereof Download PDF

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Publication number
FI3696324T3
FI3696324T3 FIEP20162728.8T FI20162728T FI3696324T3 FI 3696324 T3 FI3696324 T3 FI 3696324T3 FI 20162728 T FI20162728 T FI 20162728T FI 3696324 T3 FI3696324 T3 FI 3696324T3
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FI
Finland
Prior art keywords
units
waves
distance
port facility
facility
Prior art date
Application number
FIEP20162728.8T
Other languages
Finnish (fi)
Inventor
Geir Lasse Kjersem
Harald Vartdal
Original Assignee
Gravi Float As
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Publication date
Application filed by Gravi Float As filed Critical Gravi Float As
Application granted granted Critical
Publication of FI3696324T3 publication Critical patent/FI3696324T3/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/068Landing stages for vessels
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B22/00Buoys
    • B63B22/02Buoys specially adapted for mooring a vessel
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65DCONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D88/00Large containers
    • B65D88/78Large containers for use in or under water
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/062Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls

Claims (13)

PATENTTIVAATIMUKSETPATENT CLAIMS 1. Satamalaitos (10) hiilivetytuotteiden varastointia, lastaamista ja purkamista varten merellä, joka käsittää useita yksiköitä (11; 11"), jotka on sijoitettu toisis- taan erilleen merenpohjaan, jolloin vähintään kolme yksikköä muodostavat sata- mapaikan, jossa on etupinta, jota pitkin alus (14) voidaan ankkuroida, jolloin yk- siköt (11; 11') ovat sijoitettu itsenäisesti tietylle etäisyydelle sivusuunnassa toi- sistaan erilleen, jolloin yksiköt (11; 11') muodostavat väylän tai väyliä aaltojen osille ja ovat konfiguroitu vaimentamaan osia saapuvista aalloista, samalla kun ne sallivat aaltojen ja virran muiden osien päästä kulkemaan vierekkäisten yksi- — köiden (11, 11') välisen väylän tai väylien läpi, jolloin kaksien vierekkäisten yksi- köiden (11; 11') välisiä sivuttaisia etäisyyksiä säätelevät vaimennettavien aalto- jen taajuudet ja yksiköiden (11; 11') välistä kulkevien aaltojen taajuudet, tunnettu siitä, että mainittujen kolmen yksikön (11; 11') keskiyksikön etu- pinta on siirretty etäisyydellä (R) suhteessa kahden muun vierekkäisen yksikön (11; 11") etupintoihin poikittaissuunnassa laitoksen (10) pituussuuntaan nähden, poispäin mainituista saapuvista aalloista, ja että mainittu etäisyys R on alueella 2-60 metriä.1. A port facility (10) for the storage, loading and unloading of hydrocarbon products at sea, which comprises several units (11; 11"), which are placed apart from each other on the seabed, whereby at least three units form a port site with a front surface along which the vessel (14) can be anchored, in which case the units (11; 11') are placed independently at a certain distance laterally apart from each other, in which case the units (11; 11') form a channel or channels for parts of the waves and are configured to dampen parts of the incoming waves, at the same time they allow waves and current from other parts to pass through the channel or channels between adjacent units (11, 11'), whereby the lateral distances between two adjacent units (11; 11') are regulated by the frequencies of the waves to be attenuated and the frequencies of the waves passing between the units (11; 11'), characterized by the fact that the front surface of the central unit of said three units (11; 11') is moved by a distance (R) in relation to the other two adjacent units (11; 11") to the front surfaces in a transverse direction with respect to the longitudinal direction of the facility (10), away from the said incoming waves, and that the said distance R is in the range of 2-60 meters. 2. Patenttivaatimuksen 1 mukainen satamalaitos (10), missä yksiköt (11; 11) ovat konfiguroitu siten, että kahden vierekkäisen yksikön välisen väylän leveys — (O) kasvaa tai pienenee aallon liikkeen suunnassa2. The port facility (10) according to claim 1, where the units (11; 11) are configured in such a way that the width of the channel between two adjacent units — (O) increases or decreases in the direction of wave movement 3. — Jonkin patenttivaatimuksista 1 tai 2 mukainen satamalaitos (10), missä siirretyn yksikön jalanjälki on puolisuunnikkaan muotoinen, jolloin yhdensuuntai- set sivupinnat ovat kohtisuorassa aaltojen vallitsevaan aaltojen.3. — A port facility (10) according to one of the patent claims 1 or 2, where the footprint of the moved unit is trapezoidal, whereby the parallel side surfaces are perpendicular to the prevailing waves. 4. — Jonkin patenttivaatimuksista 1-3 mukainen satamalaitos (10), missä väy- — län minimileveys (O) vastaa noin 74-72 kertaa aallonpituuden aallonpituudesta, jota halutaan vaimentaa.4. — A port facility (10) according to one of patent claims 1-3, where the minimum width (O) of the channel corresponds to approximately 74-72 times the wavelength of the wavelength that is to be attenuated. 5. Patenttivaatimuksen 3 mukainen satamalaitos (10), missä siirretyn yksikön (11; 11') yhden kahdesta yhdensuuntaisesta sivusta ja ainakin yhden vinoista sivuista välinen kulma ( a) on alueella 0-30 astetta.5. The port facility (10) according to claim 3, where the angle (a) between one of the two parallel sides and at least one of the oblique sides of the moved unit (11; 11') is in the range 0-30 degrees. 6. Jonkin patenttivaatimuksista 1-5 mukainen satamalaitos (10), missä kah- den vierekkäisen yksikön (11; 11') välinen etäisyys ja/tai lateraalisesti siirretty etäisyys kahden yksikön välillä on sellainen, että väylässä ei ole visuaalista auk-6. A port facility (10) according to one of claims 1-5, where the distance between two adjacent units (11; 11') and/or the laterally shifted distance between two units is such that there is no visual opening in the fairway koa.coo. 7. Patenttivaatimuksen 6 mukainen satamalaitos (10), missä kahden vierek- käisen yksikön (11; 11') välinen etäisyys on noin 20 metriä, kun yksiköt ovat si- joitettu 18 metrin syvyyteen.7. The port facility (10) according to claim 6, where the distance between two adjacent units (11; 11') is approximately 20 meters, when the units are placed at a depth of 18 meters. 8. — Jonkin patenttivaatimuksista 1-7 mukainen satamalaitos (10), missä yksi- kot (11; 11') ovat järjestetty siten, että muodostuu kaksi tai useampia ankkuri- paikkoja ja missä mainitut ankkuripaikat muodostavat toistensa suhteen kul- man, kuten 90 astetta.8. — A port facility (10) according to one of claims 1-7, where the units (11; 11') are arranged in such a way that two or more anchorages are formed and where said anchorages form an angle with respect to each other, such as 90 degrees . 9. Jonkin patenttivaatimuksista 1-8 mukainen satamalaitos (10), missä kah- den vierekkäisen yksikön välisen väylän minimileveys O vastaa noin 1/4-1/2 kertaa vaimennettavan aallonpituuden aallonpituutta.9. A port facility (10) according to one of patent claims 1-8, where the minimum width O of the channel between two adjacent units corresponds to approximately 1/4-1/2 times the wavelength of the wavelength to be attenuated. 10. Jonkin patenttivaatimuksista 1-9 mukainen satamalaitos (10), missä yksi- köt on varustettu välineillä yksiköiden (11; 11') suojaamiseksi törmäyksen ai- — heuttamilta vaurioilta, jolloin mainitut välineet käsittävät elementtejä, jotka työn- tyvät ulos alusten pinnasta, jolloin mainitut välineet toimivat edullisesti myös ankkurointipisteinä pitkin satamalaitosta ankkuroitavaksi tarkoitetulle alukselle ja myös edullisesti edistävät aallonmurtovaikutusta.10. A port facility (10) according to one of claims 1-9, where the units are equipped with means to protect the units (11; 11') from damage caused by a collision, in which case said means comprise elements that protrude from the surface of the ships, whereby the mentioned means also advantageously serve as anchoring points for the ship intended to be anchored along the port facility and also advantageously promote the breakwater effect. 11. Patenttivaatimuksen 10 mukainen satamalaitos (10), missä törmäyssuo- — jausvälineet on konfiguroitu ulottumaan asennettuina paikoilleen alas vesilinjan läpi.11. The port facility (10) according to claim 10, where the collision protection means are configured to extend down through the waterline when installed in place. 12. Menetelmä satamapaikan (10) konstruoimiseksi ja sijoittamiseksi patentti- vaatimuksen 1 mukaisten hiilivetytuotteiden varastointia, lastaamista ja purka- mista varten merellä, ja missä on etupinta, jota pitkin alus voidaan ankkuroida, —menetelmän käsittäessä seuraavat vaiheet: - perustuen vaimennettavien aaltojen taajuuksiin ja sallittuihin taajuuksiin kulkea yksiköiden (11; 11') välistä lasketaan sivusuunnassa yksiköiden (11; 11") väliset etäisyydet, - sijoitetaan vähintään kolme yksikköä (11; 11') itsenäisesti siten, että ne — seisovat omalla painollaan merenpohjassa ja ovat etäisyyksien päässä toisis- taan, muodostaen väyliä kahden vierekkäisen yksikön välille saapuvien aaltojen suunnassa siten, että satamapaikka vaimentaa osan saapuvista aalloista,12. A method for constructing and placing a harbor site (10) for storing, loading and unloading hydrocarbon products according to patent claim 1 at sea, and where there is a front surface along which the ship can be anchored, — the method comprising the following steps: - based on the frequencies and permitted frequencies of the waves to be attenuated to travel to the frequencies between the units (11; 11') the distances between the units (11; 11'') are calculated in the lateral direction, - at least three units (11; 11') are placed independently so that they — stand on their own weight on the seabed and are at a distance from each other , forming channels between two adjacent units in the direction of the incoming waves, so that the harbor site dampens part of the incoming waves, samalla kun muut aallot kulkevat satamapaikan läpi, ja tunnettu siitä, että mene- telmä käsittää: - siirretään lateraalisesti vähintään kolmen yksikön (11; 11") keskiyksikkö poikittaissuunnassa suhteessa laitoksen pituussuuntaan saapuvien aaltojen kul- —kusuuntaa pitkin siten, että yksikön etupinta siirretään 2-60 metrin etäisyyden suhteessa viereisten yksiköiden etupintoihin.while other waves pass through the port site, and characterized by the fact that the method comprises: - the central unit of at least three units (11; 11") is moved laterally in the transverse direction in relation to the longitudinal direction of the facility along the direction of travel of the incoming waves, so that the front surface of the unit is moved 2- a distance of 60 meters in relation to the front surfaces of adjacent units. 13. Patenttivaatimuksen 12 mukainen menetelmä, missä yksiköiden (11; 11") väliset etäisyydet sivusuunnassa määritetään seuraavien vaiheiden avulla: mitataan aallonkorkeus halutulla alueella tietyn ajanjakson aikana, luodaan aaltospektri mitatuista aallonkorkeuksista, lasketaan aaltospektrin tilastollisen jakauma määritetään keskimääräinen aallonkorkeus aaltospektrin normaalija- kauman mukaisesti, ja määritetään yksiköiden välinen etäisyys keskimääräisen aallonkorkeuden arvon mukaan.13. The method according to claim 12, where the distances between the units (11; 11") in the lateral direction are determined by means of the following steps: the wave height is measured in the desired area during a certain period of time, a wave spectrum is created from the measured wave heights, the statistical distribution of the wave spectrum is calculated, the average wave height is determined according to the normal distribution of the wave spectrum, and the distance between the units is determined according to the value of the average wave height.
FIEP20162728.8T 2011-06-30 2012-06-29 Harbour plant for storage, loading and unloading of hydrocarbon products at sea and method thereof FI3696324T3 (en)

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NO20110947 2011-06-30

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EP (2) EP3696324B1 (en)
CN (1) CN106400737B (en)
CA (1) CA2862727C (en)
ES (2) ES2793967T3 (en)
FI (1) FI3696324T3 (en)
HR (2) HRP20230944T1 (en)
PL (2) PL3696324T3 (en)
WO (1) WO2013002648A1 (en)

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FR3005933B1 (en) 2013-05-23 2015-05-22 Gdf Suez PORT STORAGE FACILITY FOR LIQUID FUEL
PL3250758T3 (en) 2014-11-27 2020-12-28 Gravi Float As Sea bed terminal for offshore activities
NO343178B1 (en) 2016-04-01 2018-11-26 Sembcorp Marine Integrated Yard Pte Ltd Seabed base structure and method for installation of same
NO341401B1 (en) 2016-05-26 2017-10-30 Sembcorp Marine Integrated Yard Pte Ltd Sea bed terminal for drilling
AR109872A1 (en) 2016-10-27 2019-01-30 Gravifloat As PORT PLANT AND METHOD TO FUND A FLOATING BODY ON A PORT PLANT
CN108506725B (en) * 2018-03-24 2020-01-14 大连理工大学 Movable liquefied natural gas discharging platform device and using method thereof

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PL3696324T3 (en) 2024-02-05
WO2013002648A1 (en) 2013-01-03
ES2952084T3 (en) 2023-10-27
HRP20230944T1 (en) 2023-12-08
EP3696324A1 (en) 2020-08-19
HRP20200851T1 (en) 2020-11-13
CN106400737B (en) 2019-10-01
PL2726676T3 (en) 2020-09-07
ES2793967T3 (en) 2020-11-17
CN106400737A (en) 2017-02-15
CA2862727A1 (en) 2013-01-03
CA2862727C (en) 2020-03-24
EP2726676B1 (en) 2020-04-29
EP2726676A1 (en) 2014-05-07
EP2726676A4 (en) 2014-12-03
CN103946455A (en) 2014-07-23
EP3696324B1 (en) 2023-07-19

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