CN106122766A - A kind of FLNG upper module buttress system - Google Patents
A kind of FLNG upper module buttress system Download PDFInfo
- Publication number
- CN106122766A CN106122766A CN201610675980.4A CN201610675980A CN106122766A CN 106122766 A CN106122766 A CN 106122766A CN 201610675980 A CN201610675980 A CN 201610675980A CN 106122766 A CN106122766 A CN 106122766A
- Authority
- CN
- China
- Prior art keywords
- buttress body
- upper module
- buttress
- flng
- module
- 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.)
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Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C13/00—Details of vessels or of the filling or discharging of vessels
- F17C13/08—Mounting arrangements for vessels
- F17C13/082—Mounting arrangements for vessels for large sea-borne storage vessels
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2201/00—Vessel construction, in particular geometry, arrangement or size
- F17C2201/05—Size
- F17C2201/052—Size large (>1000 m3)
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2205/00—Vessel construction, in particular mounting arrangements, attachments or identifications means
- F17C2205/01—Mounting arrangements
- F17C2205/0103—Exterior arrangements
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2205/00—Vessel construction, in particular mounting arrangements, attachments or identifications means
- F17C2205/01—Mounting arrangements
- F17C2205/0123—Mounting arrangements characterised by number of vessels
- F17C2205/0126—One vessel
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2205/00—Vessel construction, in particular mounting arrangements, attachments or identifications means
- F17C2205/01—Mounting arrangements
- F17C2205/0153—Details of mounting arrangements
- F17C2205/0196—Details of mounting arrangements with shock absorbing means
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2221/00—Handled fluid, in particular type of fluid
- F17C2221/03—Mixtures
- F17C2221/032—Hydrocarbons
- F17C2221/033—Methane, e.g. natural gas, CNG, LNG, GNL, GNC, PLNG
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2223/00—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel
- F17C2223/01—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel characterised by the phase
- F17C2223/0146—Two-phase
- F17C2223/0153—Liquefied gas, e.g. LPG, GPL
- F17C2223/0161—Liquefied gas, e.g. LPG, GPL cryogenic, e.g. LNG, GNL, PLNG
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2270/00—Applications
- F17C2270/01—Applications for fluid transport or storage
- F17C2270/0102—Applications for fluid transport or storage on or in the water
- F17C2270/0105—Ships
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of FLNG upper module buttress system, including the first, second, third and fourth buttress body being arranged on four angle points bottom upper module, the described first buttress body of diagonal layout and described 4th buttress body, the upper surface of one of them buttress body and upper module pillar sliding contact, the upper surface of another buttress body is fixing with upper module pillar to be connected;The described second buttress body of diagonal layout and described 3rd buttress body, the upper surface of one of them buttress body and upper module pillar sliding contact, and it is provided with the baffle plate that the described upper module of restriction moves along beam direction, the upper surface of another buttress body and upper module pillar sliding contact, and it is provided with the baffle plate that the described upper module of restriction moves along captain direction.The present invention uses relative limit arrangement, can reduce the ship motion impact on module to greatest extent, improves working performance coefficient overall for FNLG and safety coefficient.
Description
Technical field
The present invention relates to FLNG module stool, rock upper module shadow particularly to weakening FLNG under a kind of severe sea condition
The buttress system rung.
Background technology
Movably fewer and feweri with natural gas resource with landing field, exploring and develop offshore natural gas field is inexorable trend.South
Gas field, sea has quite a few to be gas field, deep-sea, marginal little gas field.For these marginal little gas field, deep-sea natural gas resource,
Under periphery relies on without facility, utilize Floating Liquefied Natural Gas (FLNG) device as a kind of novel offshore gas field development technique.
And FLNG process system is complicated, upper module gross weight is up to tens thousand of tons (more than 30,000 tons), and pretreatment and liquefaction process stream
Having many large-scale pressure vessels in journey, hull is rocked and the most sensitive by LNG, and South Sea sea conditions is very severe, if because of
Causing LNG gasification for rocking of hull, the safety of hull and crewman can be caused huge threat, product quality also cannot obtain
Ensure.Module stool is as the attachment structure of each modular architecture platform Yu FPSO main hull, and its dependable with function will
Directly affect the normal operation of FPSO production procedure.
Tradition buttress is arranged and the design of pattern can only meet the FPSO hull support demand to upper module at present, it is impossible to
Release or part release constraint (releasably along hull longitudinal restraint, it is impossible to discharge the constraint along hull cross direction), thus can not
It is effectively reduced ship motion impact.For FLNG, FLNG upper module complex process, the motion amplitude of hull is had severe
The requirement carved, especially under the sea situation of the bad environments such as the South Sea, FLNG rocks and causes process system inefficacy will cause stopping production etc.
Accident.
Summary of the invention
It is an object of the invention to overcome deficiency of the prior art, it is provided that a kind of FLNG upper module buttress system, this is
System uses relative limit arrangement, can reduce the ship motion impact on module to greatest extent.
The technical solution adopted in the present invention is: a kind of FLNG upper module buttress system, including being arranged on upper module
The first, second, third and fourth buttress body of four angle points in bottom, described first buttress body and described second buttress are originally
Body, described 3rd buttress body and described 4th buttress body are arranged symmetrically with along beam direction respectively, described first buttress body
Arrange with described 4th buttress body, described second buttress body and described 3rd buttress body diagonal respectively, described first
Buttress body and described 3rd buttress body are arranged in the side of described upper module, described second buttress body and the described 4th
Buttress body is arranged in the opposite side of described upper module;
The described first buttress body of diagonal layout and described 4th buttress body, the upper table of one of them buttress body
Face and upper module pillar sliding contact, the upper surface of another buttress body is fixing with upper module pillar to be connected, and vertically
It is provided with and is positioned at the baffle plate arranged outside upper module pillar, in groined type;
The described second buttress body of diagonal layout and described 3rd buttress body, the upper table of one of them buttress body
Face and upper module pillar sliding contact, and be vertically arranged restricted described upper module along captain direction and move along beam direction
Baffle plate, the upper surface of another buttress body and upper module pillar sliding contact, and be vertically arranged limited along beam direction
Make the baffle plate that described upper module moves along captain direction.
Described first, second, third and fourth buttress body is all for the truncated rectangular pyramids type structure being made up of five steel plates.
The height of described first, second, third and fourth buttress body is 4~5m, and the length and width of its upper surface is equal
Being 1.5~2m, the length and width of its bottom surface is 2~4m.
Described first, second, third and fourth buttress body be internally provided with vertical with buttress body upper surface and in
The internal reinforcing plates that cross is arranged.
The height of described baffle plate is 100~300mm.
The invention has the beneficial effects as follows: in the present invention, be positioned at the buttress of four angle points of upper module respectively to upper module
Take different constraints (moving freely, limit lateral movement, limit lengthwise movement, limit all displacements), can effectively release
Put constraint, reduce the FLNG motion impact on upper module, improve working performance coefficient overall for FNLG and safety coefficient.
Accompanying drawing explanation
Fig. 1: present configuration schematic diagram;
Fig. 2: A-A cross-sectional view of the present invention;
Fig. 3: B-B cross-sectional view of the present invention;
Fig. 4: C-C cross-sectional view of the present invention;
Fig. 5: D-D cross-sectional view of the present invention.
Accompanying drawing marks: 1, upper module, and 2, upper module pillar;3, the first buttress body;4, the second buttress body;5,
Three buttress bodies;6, the 4th buttress body;7, baffle plate;8, internal reinforcing plates.
Detailed description of the invention
The invention will be further described below in conjunction with the accompanying drawings.
As shown in accompanying drawing 1 to Fig. 5, a kind of FLNG upper module buttress system, including being arranged on bottom upper module 1 four
The first, second, third and fourth buttress body 3,4,5,6 of angle point, described first buttress body 3 and described second buttress body
4, described 3rd buttress body 5 and described 4th buttress body 6 are arranged symmetrically with along beam direction respectively, described first buttress body
3 and described 4th buttress body 6, described second buttress body 4 and described 3rd buttress body 5 respectively diagonal arrange, described
First buttress body 3 and described 3rd buttress body 5 are arranged in side (the most described first buttress body 3 of described upper module 1
With the left side that described 3rd buttress body 5 can arrange described upper module 1, it is possible to be arranged in the right side of described upper module 1),
Described second buttress body 4 and described 4th buttress body 6 are arranged in the opposite side of described upper module 1.
Described first buttress body 3 that diagonal is arranged and described 4th buttress body 6, one of them buttress body upper
Surface and upper module pillar 2 sliding contact, module the most herein can move freely (displacement of the lines and angular displacement are unrestricted);Separately
The upper surface of one buttress body is welded and fixed with upper module pillar 2, and is vertically arranged with and is positioned at outside upper module pillar 2
Portion, the baffle plate 7 (limiting all displacements of upper module 1 herein) arranged in groined type;Described second buttress that diagonal is arranged is originally
Body 4 and described 3rd buttress body 5, the upper surface of one of them buttress body and upper module pillar 2 sliding contact, and along ship
Length direction is vertically arranged the baffle plate 7 that restricted described upper module 1 moves along beam direction, and (upper module 1 can be along captain herein
Move in direction), the upper surface of another buttress body and upper module pillar 2 sliding contact, and be vertically arranged along beam direction
The baffle plate 7 (upper module 1 can move along beam direction herein) that restricted described upper module 1 moves along captain direction;Wherein,
The height of described baffle plate 7 is 100~300mm, and thickness is 30~50mm, and length is concordant with buttress body upper surface plate size.
In the present embodiment, arranging as it is shown in figure 1, the first buttress body 3 and the 3rd is arranged in the left side of described upper module 1 of buttress system
Buttress body 5, the second buttress body 4 and the 4th buttress body 6, described first buttress basis are arranged in the right side of described above-mentioned module 1
Body 3 is set to be not intended to the motion of upper module 1 herein, and described second buttress body 4 is set to limit upper module 1 edge herein
Moving in beam direction, described 3rd buttress body 5 is set to limit upper module 1 herein and moves along captain direction, and the described 4th
Buttress body 6 is set to limit all displacements of upper module 1 herein.
In the present invention, first, second, third and fourth buttress body 3,4,5,6 is all for four ribs being made up of five steel plates
Bench-type structure, described steel are 30~50mm thick high intensity grade steel;Described first, second, third and fourth buttress body
3, the height of 4,5,6 is 4~5m, and its upper surface is rectangle, and length and width is 1.5~2m, and its bottom surface is rectangle, length
It is 2~4m with width;Can be according to by force intensity, inside described first, second, third and fourth buttress body 3,4,5,6
Adding and strengthen structural member, in the present embodiment, described enhancing structural member is vertical with buttress body upper surface and arranges in cross
Internal reinforcing plates 8, the thickness of described internal reinforcing plates 8 is 20~30mm.
Claims (5)
1. a FLNG upper module buttress system, including being arranged on bottom upper module the first, second, third of four angle points
With the 4th buttress body, it is characterised in that described first buttress body and described second buttress body, described 3rd buttress body
It is arranged symmetrically with along beam direction respectively with described 4th buttress body, described first buttress body and described 4th buttress body,
Described second buttress body and described 3rd buttress body diagonal respectively are arranged, described first buttress body and described 3rd
Pier body is arranged in the side of described upper module, and described second buttress body and described 4th buttress body are arranged on described
The opposite side of portion's module;
Diagonal arrange described first buttress body and described 4th buttress body, the upper surface of one of them buttress body with
Upper module pillar sliding contact, the upper surface of another buttress body is fixing with upper module pillar to be connected, and is vertically arranged
Have and be positioned at the baffle plate arranged outside upper module pillar, in groined type;
Diagonal arrange described second buttress body and described 3rd buttress body, the upper surface of one of them buttress body with
Upper module pillar sliding contact, and the gear that restricted described upper module moves it is vertically arranged along beam direction along captain direction
Plate, the upper surface of another buttress body and upper module pillar sliding contact, and restricted institute it is vertically arranged along beam direction
State the baffle plate that upper module moves along captain direction.
FLNG upper module buttress system the most according to claim 1, it is characterised in that described first, second, third He
4th buttress body is all for the truncated rectangular pyramids type structure being made up of five steel plates.
FLNG upper module buttress system the most according to claim 2, it is characterised in that described first, second, third He
The height of the 4th buttress body is 4~5m, and the length and width of its upper surface is 1.5~2m, the length of its bottom surface and width
Degree is 2~4m.
FLNG upper module buttress system the most according to claim 1, it is characterised in that described first, second, third He
4th buttress body be internally provided with vertical with buttress body upper surface and in cross arrange internal reinforcing plates.
FLNG upper module buttress system the most according to claim 1, it is characterised in that the height of described baffle plate is 100
~300mm.
Priority Applications (1)
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CN201610675980.4A CN106122766B (en) | 2016-08-16 | 2016-08-16 | A kind of FLNG upper modules buttress system |
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CN201610675980.4A CN106122766B (en) | 2016-08-16 | 2016-08-16 | A kind of FLNG upper modules buttress system |
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CN106122766A true CN106122766A (en) | 2016-11-16 |
CN106122766B CN106122766B (en) | 2018-04-20 |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109018228A (en) * | 2018-07-05 | 2018-12-18 | 天津商业大学 | For the upper chunk of Large marine oil platform and the flexible connecting method of hull |
CN109367722A (en) * | 2018-09-11 | 2019-02-22 | 天津大学 | Fatigue properties method is improved in the deck FPSO and upper module junction |
CN112937797A (en) * | 2021-03-19 | 2021-06-11 | 中海石油(中国)有限公司 | Cylindrical FPSO (floating production storage and offloading) folding and butt-joint device and method thereof |
CN113799945A (en) * | 2021-09-30 | 2021-12-17 | 中国船舶工业集团公司第七0八研究所 | FLNG upper portion module disjunctor buttress structure |
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US20020114668A1 (en) * | 2001-02-16 | 2002-08-22 | Legleux Michael J. | Apparatus for guiding the legs of a lift boat |
JP5381546B2 (en) * | 2009-09-18 | 2014-01-08 | 株式会社Ihi | anchor |
CN204323659U (en) * | 2014-11-17 | 2015-05-13 | 上海外高桥造船有限公司 | The bracing or strutting arrangement of the FPSO module of hull |
CN105035278A (en) * | 2014-04-17 | 2015-11-11 | 弗罗泰克有限公司 | Low heave semi-submersible offshore structure |
CN206018273U (en) * | 2016-08-16 | 2017-03-15 | 中海油能源发展股份有限公司 | A kind of FLNG upper modules buttress system |
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2016
- 2016-08-16 CN CN201610675980.4A patent/CN106122766B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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US20020114668A1 (en) * | 2001-02-16 | 2002-08-22 | Legleux Michael J. | Apparatus for guiding the legs of a lift boat |
JP5381546B2 (en) * | 2009-09-18 | 2014-01-08 | 株式会社Ihi | anchor |
CN105035278A (en) * | 2014-04-17 | 2015-11-11 | 弗罗泰克有限公司 | Low heave semi-submersible offshore structure |
CN204323659U (en) * | 2014-11-17 | 2015-05-13 | 上海外高桥造船有限公司 | The bracing or strutting arrangement of the FPSO module of hull |
CN206018273U (en) * | 2016-08-16 | 2017-03-15 | 中海油能源发展股份有限公司 | A kind of FLNG upper modules buttress system |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109018228A (en) * | 2018-07-05 | 2018-12-18 | 天津商业大学 | For the upper chunk of Large marine oil platform and the flexible connecting method of hull |
CN109367722A (en) * | 2018-09-11 | 2019-02-22 | 天津大学 | Fatigue properties method is improved in the deck FPSO and upper module junction |
CN112937797A (en) * | 2021-03-19 | 2021-06-11 | 中海石油(中国)有限公司 | Cylindrical FPSO (floating production storage and offloading) folding and butt-joint device and method thereof |
CN112937797B (en) * | 2021-03-19 | 2022-05-31 | 中海石油(中国)有限公司 | Cylindrical FPSO (floating production storage and offloading) folding and butt joint method |
CN113799945A (en) * | 2021-09-30 | 2021-12-17 | 中国船舶工业集团公司第七0八研究所 | FLNG upper portion module disjunctor buttress structure |
CN113799945B (en) * | 2021-09-30 | 2024-04-12 | 中国船舶工业集团公司第七0八研究所 | FLNG upper module disjunctor buttress structure |
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