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CN101007562A - Multiple column truss type spar platform with central well - Google Patents

Multiple column truss type spar platform with central well Download PDF

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Publication number
CN101007562A
CN101007562A CNA2007100365566A CN200710036556A CN101007562A CN 101007562 A CN101007562 A CN 101007562A CN A2007100365566 A CNA2007100365566 A CN A2007100365566A CN 200710036556 A CN200710036556 A CN 200710036556A CN 101007562 A CN101007562 A CN 101007562A
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China
Prior art keywords
cabin
truss
hard
column
platform
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Pending
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CNA2007100365566A
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Chinese (zh)
Inventor
杨建民
李润培
张帆
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Shanghai Jiao Tong University
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Shanghai Jiao Tong University
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Priority to CNA2007100365566A priority Critical patent/CN101007562A/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B2035/442Spar-type semi-submersible structures, i.e. shaped as single slender, e.g. substantially cylindrical or trussed vertical bodies

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  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

一种带中心井的多柱桁架式立柱平台,用于海洋工程技术领域。本发明包括:顶部模块、硬舱、中心圆柱、桁架结构、软舱、系泊系统。顶部模块通过甲板桩腿与硬舱上部相连,硬舱围绕在中心圆柱外侧、硬舱下部与桁架结构相连,桁架结构下部再与软舱相连。系泊系统与硬舱外部相连。所述的中心圆柱包括:中心圆柱壳体、中心井、加强板筋结构。中心井通过加强板筋结构安装于中心圆柱壳体内部。本发明中心圆柱内安装中心井,从而使得浮力罐以及顶端张紧立管的安装成为可能,由于立管系统同平台运动解耦,同时受到平台主体的保护,从而能维持较小的运动,并受到较小的环境载荷,因而可以在该平台上可以使用干集油树,便于设备的安装和维护。

Figure 200710036556

The utility model relates to a multi-column truss type column platform with a central well, which is used in the technical field of marine engineering. The invention comprises: a top module, a hard cabin, a central column, a truss structure, a soft cabin, and a mooring system. The top module is connected to the upper part of the hard cabin through deck legs, the hard cabin is surrounded by the outer side of the central cylinder, the lower part of the hard cabin is connected to the truss structure, and the lower part of the truss structure is connected to the soft cabin. The mooring system is connected to the outside of the hard tank. The central cylinder includes: a central cylindrical shell, a central well, and a reinforced rib structure. The central well is installed inside the central cylindrical shell through a reinforced rib structure. The center well is installed in the center cylinder of the present invention, so that the installation of the buoyancy tank and the top tension riser becomes possible. Since the standpipe system is decoupled from the movement of the platform and is protected by the main body of the platform at the same time, it can maintain a small movement, and It is subject to less environmental load, so dry oil harvesting trees can be used on this platform, which is convenient for equipment installation and maintenance.

Figure 200710036556

Description

The multiple column truss type spar platform of band centerwell
Technical field
What the present invention relates to is a kind of platform of field of ocean engineering, specifically, is a kind of multiple column truss type spar platform with centerwell.
Background technology
Oil has become the grand strategy resource that promotes national economic development as the main source of world energy sources supply at present.In recent years, the growth of marine oil and gas output has become the main source of the self-produced oil gas increment of China.Along with the continuous expansion of human development marine oil and gas scale, the exploitation of shallow sea hydrocarbon resources is day by day saturated.Development has become inexorable trend to the deep-sea by the shallow sea in the exploratory development of marine oil and gas.The open side type platform can significantly reduce load, and optimized Structure Design reduces manufacturing cost, compares with other deep-sea platforms, and its anchor is that cost of investment reduces about half, is convenient to install and repeated usage.The open side type platform that is abroad using mainly contains the three generations at present, is respectively: traditional single column platform, truss type single column platform and polystyle single column platform.
Find the Chinese patent publication number through the literature search to prior art: CN 1876482A, patent name: multiple column truss type single column platform system, it comprises: top module, hard cabin, truss structure, soft cabin, mooring system.This platform is because displacement is less, centerwell is not set, thereby can't uses and do oil-collecting tree and top tensioned riser, can only use wet-well and rigidity catenary riser, thereby cause it can't satisfy the drilling well requirement, and the difficulty of the installation and maintenance of oil production equipment and expense are all higher.
Summary of the invention
The objective of the invention is to overcome the deficiency and the defective of existing Spar Platform, on the basis of Chinese patent CN1876482A, a kind of multiple column truss type spar platform system of doing the oil-collecting tree of installing that is used for the deep-sea oil gas exploitation is provided, absorb and merge the design feature of existing column platform, make it on basis with the good exercise performance of Spar Platform, further improve hydrodynamic performance, reduce and build difficulty and cost, and better meet the demand of dry type oil-collecting tree and installation of top tensioned riser and use.
The present invention is achieved by the following technical solutions, the present invention includes: top module, hard cabin, centered cylinder, truss structure, soft cabin, mooring system.Annexation is: top module links to each other with top, hard cabin by the deck spud leg, and hard cabin is centered around the centered cylinder outside, and hard bottom, cabin links to each other with truss structure, and the truss structure bottom links to each other with soft cabin again.Mooring system links to each other with portion firmly out of my cabin.
Described top module is a multideck structure.
Described hard cabin comprises: deck spud leg, exterior circular column, side plate, horizontal linkage unit.The deck spud leg is installed on exterior circular column top, and exterior circular column connects by horizontal linkage unit, and side plate links to each other with main body around the outside combined boundary of eight small columns.
Described centered cylinder comprises: centered cylinder housing, centerwell, brace panel muscle structure.Centerwell is installed on the centered cylinder enclosure interior by brace panel muscle structure.
Described truss structure comprises: no introversion is found leg, triatic stay, brace, is hung down and swing plate.No introversion is found leg, triatic stay, brace and is interconnected to constitute truss, hangs down to swinging on the diverse location that plate level is connected in space truss structure, along the vertical bay that truss structure is divided into four equal heights.
Described hanging down swung plate, and its middle part is provided with the standpipe support.
Described soft cabin comprises inner ballast, cabin body.
The invention has the beneficial effects as follows: the multiple column truss type spar platform system that a kind of band centerwell of deep-sea oil gas development of resources is provided; its buoyancy is provided by hard cabin; centerwell is arranged in the centered cylinder; be convenient to install buoyancy tank so that the vertical support of top tensioned riser to be provided; because riser systems is with the platform motion decoupling zero; be subjected to the protection of main platform body simultaneously; thereby can keep less motion; and be subjected to less environmental load; thereby can on this platform, can use and do the oil-collecting tree, be convenient to the installation and maintenance of equipment.The standpipe support swing installation in plate and the hard cabin of hanging down be convenient to tensioned riser by and horizontal support is provided.
Description of drawings
Fig. 1 is a structural representation of the present invention
Fig. 2 looks down scheme drawing for the present invention
Fig. 3 hangs down for the present invention and swings the plate scheme drawing
The specific embodiment
Below in conjunction with accompanying drawing one embodiment of the invention are elaborated: present embodiment is being to implement under the prerequisite with the technical solution of the present invention; provided detailed embodiment and concrete operating process, but protection scope of the present invention is not limited to following embodiment.
As Fig. 1, Fig. 2, shown in Figure 3, the described multiple column truss type single column formula of present embodiment plateform system comprises: top module 1, hard cabin 2, centered cylinder 3, truss structure 4, soft cabin 5, mooring system 6.Annexation is: top module 1 links to each other with 2 tops, hard cabin, and hard cabin 2 is centered around centered cylinder 3 outsides, hard 2 bottoms, cabin link to each other with truss structure 4, and truss structure 4 bottoms link to each other with soft cabin 5 again. Mooring system 6 and 2 outside linking to each other of hard cabin.
Described top module 1 is a multideck structure.
Described hard cabin 2 comprises: deck spud leg 7, exterior circular column 8, side plate 9, horizontal linkage unit 10.Deck spud leg 7 is installed on exterior circular column 8 tops, and exterior circular column 8 connects by horizontal linkage unit 10, and side plate 9 links to each other with main body around the outside combined boundary of eight exterior circular columns 8.
Described centered cylinder 3 comprises: centered cylinder housing 11, centerwell 12, brace panel muscle structure 13.Centerwell 12 is installed on centered cylinder housing 11 inside by brace panel muscle 13 structures.
Described truss structure 4 comprises: no introversion is found leg 14, triatic stay 15, brace 16, is hung down and swing plate 17.No introversion is found leg 14, triatic stay 15, brace 16 and is interconnected to constitute truss, hangs down to swinging plate 17 levels and be connected on the diverse location of space truss structure, along the vertical bay that truss structure is divided into four equal heights.
Described hanging down swung plate 17, and its middle part is provided with standpipe support 18.
Described soft cabin 5 comprises inner ballast 19 and cabin body 20.
Devices such as in the present embodiment, top module 1 is provided with and adopts, oil refining are used for carrying out production of hydrocarbons, maintenance, product treatment or other operation.Top module 1 is supported in 2 tops, hard cabin by four deck spud legs 7.Hard cabin 2 is connected to form by horizontal linkage unit 10 by eight exterior circular columns 8, and whole flat-bed buoyancy is provided, and its inside is provided with regulates ballast tank (realizing by ballast water), regulates platform drinking water and floading condition, and ballast water is allocated by pump.Eight exterior circular columns 8 in hard cabin are around centered cylinder 3, and it is inner so that buoyancy tank and top tensioned riser are installed that centerwell 12 is installed on centered cylinder housing 11.Truss structure 4 provides the space structure in 5 in hard cabin 2 and soft cabin to support, connect 2 bottoms, hard cabin and soft cabin 5 by the upright leg 14 of four no introversions, hang down and swing the inside that plate 17 is horizontally placed on truss structure 4, truss structure 4 is divided into different baies, brace 16 is supported between the upright leg 14 of different baies.When platform motion, the vertical plate 17 drives water therebetween that swings moves together, thereby the damping and the added mass of catenary motion mode are provided.Hang down and to swing that plate 17 middle parts are provided with standpipe support 18 so that standpipe is installed.Flat-bed level attitude and motion are by mooring system 6 controls, and soft cabin 5 is board-like steel structure, provide buoyancy for unload the wet towage of lower platform and level from carrier, provide ballast under platform installation and mode of operation, and inner ballast 19 is a magnetite.

Claims (6)

1, a kind of multiple column truss type spar platform with centerwell, comprise: top module (1), hard cabin (2), truss structure (4), soft cabin (5), mooring system (6), it is characterized in that, also comprise: centered cylinder (3), top module (1) links to each other with hard top, cabin (2), hard cabin (2) is centered around centered cylinder (3) outside, hard bottom, cabin (2) links to each other with truss structure (4), and truss structure (4) bottom links to each other with soft cabin (5) again, and mooring system (6) links to each other with hard cabin (2) is outside.
2, multiple column truss type spar platform according to claim 1, it is characterized in that, described centered cylinder (3) comprising: centered cylinder housing (11), centerwell (12), brace panel muscle structure (13), centerwell (12) is arranged at centered cylinder housing (11) inside by brace panel muscle (13) structure.
3, multiple column truss type spar platform according to claim 1, it is characterized in that, described hard cabin (2) comprising: deck spud leg (7), exterior circular column (8), side plate (9), horizontal linkage unit (10), deck spud leg (7) is arranged at exterior circular column (8) top, exterior circular column (8) connects by horizontal linkage unit (10), and side plate (9) links to each other with main body around the outside combined boundary of eight exterior circular columns (8).
4, multiple column truss type spar platform according to claim 1, it is characterized in that, described truss structure (4) comprising: no introversion is found leg (14), triatic stay (15), brace (16), is hung down and swing plate (17), no introversion is found leg (14), triatic stay (15), brace (16) and is interconnected to constitute truss, hang down and to swing plate (17) level and be connected on the diverse location of space truss structure (4), along the vertical bay that truss structure (4) is divided into four equal heights.
5, multiple column truss type single column platform system according to claim 4 is characterized in that, described hanging down swung plate (17), and its middle part is provided with standpipe support (18).
6, multiple column truss type single column platform system according to claim 1 is characterized in that, described top module (1) is a multideck structure.
CNA2007100365566A 2007-01-18 2007-01-18 Multiple column truss type spar platform with central well Pending CN101007562A (en)

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Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101798807A (en) * 2010-03-30 2010-08-11 中国海洋石油总公司 Heavy-draft truss upright-column combined platform
CN102089493A (en) * 2008-05-14 2011-06-08 金泰国际有限公司 Offshore unit and method of installing wellhead platform using the offshore unit
CN101475048B (en) * 2009-01-13 2011-08-10 中国海洋大学 Novel sea deep water buoy platform
CN102167141A (en) * 2011-03-07 2011-08-31 中船重工船舶设计研究中心有限公司 Box-shaped truss type four-stand column deep water platform system with asymmetric soft cabin
CN102285429A (en) * 2011-05-26 2011-12-21 天津大学 Floating type supporting structure for marine windmill
CN102501949A (en) * 2011-12-27 2012-06-20 大连理工大学 Truss type platform with multiple upright columns
CN102733637A (en) * 2011-04-15 2012-10-17 西门子公司 Method of assembling a jacket structure
CN101503109B (en) * 2009-03-12 2012-12-12 大连船舶重工集团有限公司 SPAR drill platform overall construction method
CN103052751A (en) * 2010-08-03 2013-04-17 泰克尼普法国公司 Truss heave plate system for offshore platform
CN103924567A (en) * 2014-05-06 2014-07-16 太重(天津)滨海重型机械有限公司 Self-elevating drilling platform
CN106542058A (en) * 2016-12-27 2017-03-29 中国船舶工业集团公司第七0八研究所 A kind of nuclear energy power generation ocean platform of single column form
CN107235125A (en) * 2017-05-24 2017-10-10 浙江大学 A kind of multicolumn spar types floating fan platform
CN107336804A (en) * 2017-04-24 2017-11-10 中国海洋石油总公司 Self installation drinking water production oil storage platform deeply
CN108357645A (en) * 2018-01-08 2018-08-03 中国船舶工业集团公司第七0八研究所 A kind of deep-sea breeding ocean platform of list column form
CN113530761A (en) * 2020-04-21 2021-10-22 中国电建集团华东勘测设计研究院有限公司 Floating type foundation of offshore wind turbine generator set with grid type structure and construction method
CN114056497A (en) * 2020-08-05 2022-02-18 惠生(南通)重工有限公司 Column platform
CN114313126A (en) * 2022-01-13 2022-04-12 东北石油大学 Prefabricated FRP concrete composite cable tower platform system and its construction method

Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102089493A (en) * 2008-05-14 2011-06-08 金泰国际有限公司 Offshore unit and method of installing wellhead platform using the offshore unit
CN102089493B (en) * 2008-05-14 2014-03-26 金泰国际有限公司 Offshore unit and method of installing wellhead platform using the offshore unit
CN101475048B (en) * 2009-01-13 2011-08-10 中国海洋大学 Novel sea deep water buoy platform
CN101503109B (en) * 2009-03-12 2012-12-12 大连船舶重工集团有限公司 SPAR drill platform overall construction method
CN101798807A (en) * 2010-03-30 2010-08-11 中国海洋石油总公司 Heavy-draft truss upright-column combined platform
CN101798807B (en) * 2010-03-30 2012-04-18 中国海洋石油总公司 Heavy-draft truss upright-column combined platform
CN103052751A (en) * 2010-08-03 2013-04-17 泰克尼普法国公司 Truss heave plate system for offshore platform
CN103052751B (en) * 2010-08-03 2016-04-27 泰克尼普法国公司 The method of the lifter plate of offshore platform and reduction floating offshore platform
CN102167141A (en) * 2011-03-07 2011-08-31 中船重工船舶设计研究中心有限公司 Box-shaped truss type four-stand column deep water platform system with asymmetric soft cabin
CN102733637B (en) * 2011-04-15 2017-09-12 西门子公司 The method for assembling stock structure
CN102733637A (en) * 2011-04-15 2012-10-17 西门子公司 Method of assembling a jacket structure
CN102285429A (en) * 2011-05-26 2011-12-21 天津大学 Floating type supporting structure for marine windmill
CN102501949B (en) * 2011-12-27 2014-10-29 大连理工大学 Truss type platform with multiple upright columns
CN102501949A (en) * 2011-12-27 2012-06-20 大连理工大学 Truss type platform with multiple upright columns
CN103924567A (en) * 2014-05-06 2014-07-16 太重(天津)滨海重型机械有限公司 Self-elevating drilling platform
CN106542058A (en) * 2016-12-27 2017-03-29 中国船舶工业集团公司第七0八研究所 A kind of nuclear energy power generation ocean platform of single column form
CN107336804A (en) * 2017-04-24 2017-11-10 中国海洋石油总公司 Self installation drinking water production oil storage platform deeply
CN107235125A (en) * 2017-05-24 2017-10-10 浙江大学 A kind of multicolumn spar types floating fan platform
CN108357645A (en) * 2018-01-08 2018-08-03 中国船舶工业集团公司第七0八研究所 A kind of deep-sea breeding ocean platform of list column form
CN113530761A (en) * 2020-04-21 2021-10-22 中国电建集团华东勘测设计研究院有限公司 Floating type foundation of offshore wind turbine generator set with grid type structure and construction method
CN113530761B (en) * 2020-04-21 2023-02-24 中国电建集团华东勘测设计研究院有限公司 Floating type foundation of offshore wind turbine generator set with grid type structure and construction method
CN114056497A (en) * 2020-08-05 2022-02-18 惠生(南通)重工有限公司 Column platform
CN114313126A (en) * 2022-01-13 2022-04-12 东北石油大学 Prefabricated FRP concrete composite cable tower platform system and its construction method
CN114313126B (en) * 2022-01-13 2024-04-19 东北石油大学 Assembled FRP concrete combined guy cable tower platform system and construction method thereof

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