CN101613021A - External floating top tank double plate buoyancy module method and device - Google Patents

External floating top tank double plate buoyancy module method and device Download PDF

Info

Publication number
CN101613021A
CN101613021A CN 200910303723 CN200910303723A CN101613021A CN 101613021 A CN101613021 A CN 101613021A CN 200910303723 CN200910303723 CN 200910303723 CN 200910303723 A CN200910303723 A CN 200910303723A CN 101613021 A CN101613021 A CN 101613021A
Authority
CN
China
Prior art keywords
buoyancy module
buoyancy
concentric circles
floating
double plate
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.)
Pending
Application number
CN 200910303723
Other languages
Chinese (zh)
Inventor
何茂林
李玉坤
何宗平
杨世海
王文武
郭亚红
李永生
梁健华
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xian Changqing Technology Engineering Co Ltd
Original Assignee
Xian Changqing Technology Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Xian Changqing Technology Engineering Co Ltd filed Critical Xian Changqing Technology Engineering Co Ltd
Priority to CN 200910303723 priority Critical patent/CN101613021A/en
Publication of CN101613021A publication Critical patent/CN101613021A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

The present invention relates to the Large Oil Tank field, particularly a kind of external floating top tank double plate buoyancy module method and device, it is characterized in that: all buoyancy modules on the floating top of tradition are designed to adopt bolted connection between removable independent buoyancy module, buoyancy module and the buoyancy module, and all junctions are provided with special hermetically-sealed construction; Floating roof tank double plate buoyancy module device comprises floating top buoyancy module (1) and foam dam (2), and floating top buoyancy module (1) is linked into an integrated entity by bolt arrangement I (3) by the concentric circles buoyancy module of various outer diameter; The internal diameter in inside and outside two the concentric circles buoyancy modules outside that is connected matches with inboard external diameter, and the center buoyancy module is a round, and foam dam (2) is fixed on outermost layer concentric circles buoyancy module top.It is convenient to make, safeguard that can guarantee is not again influencing under the oil tank ordinary production situation, changes external floating top tank double plate buoyancy module apace.

Description

External floating top tank double plate buoyancy module method and device
Technical field
The present invention relates to Large Oil Tank, particularly external floating top tank double plate buoyancy module method and device.
Background technology
The floating top of double plate mainly by floating top top board, float roof and floor, boundary plank, hoop dividing plate, radially dividing plate and reinforced frame etc. are formed.Floating roof and floor is a level, and top board has certain drainage grade.For the smaller storage tank of diameter, the top board gradient entad is, floating top is central minimum, i.e. the floating top of V-arrangement; For the bigger storage tank of diameter, the top board gradient is a beidirectional, i.e. the floating top of W shape.Floating top central authorities and edge are higher, and main purpose is to avoid top board lowest part floating top thickness degree in floating top too little, to make things convenient for welding procedure.For the floating top of large-scale storage tank, the top board gradient can be made multidirectional, and promptly the top board shape is a plurality of V-arrangement ripples.The effect of boundary plank is to seal around the edge of top board, base plate, forms a big circular cabin, makes it to swim on the liquid level.The effect of hoop dividing plate is circumferentially to separate cabin, makes each annulus all become an independent cabin, and increases the rigidity of floating plate.Radially dividing plate is welded between top, base plate and the hoop dividing plate, makes the hoop dividing plate be separated into littler closed cabin, when the base plate local leakage, can not cause scurrying the cabin, causes the sinking of floating top.In order to increase the load-carrying capacity and the resistance to overturning on floating top, in each enclosed compartment, be provided with reinforced frame.
Because outer floating roof structure all is to be designed to integral body, manufacturing work is all carried out at the scene, and work capacity is very big, the labour intensity height, and execution conditions are abominable.Any cabin must not be missed, and has regulation and operating instruction now and requires: in case leakage appears in certain cabin, and necessary stop production to overhaul; Need carry out jar processing clearly during maintenance, directly influence is produced.
Summary of the invention
The purpose of this invention is to provide a kind of being convenient to makes, safeguards that can guarantee is not again influencing under the oil tank ordinary production situation, changes external floating top tank double plate buoyancy module method and device fast.
The object of the present invention is achieved like this, and external floating top tank double plate buoyancy module method is characterized in that: all buoyancy modules on the floating top of tradition are designed to adopt bolted connection between removable independent buoyancy module, buoyancy module and the buoyancy module, and all junctions are provided with special hermetically-sealed construction.
Floating roof tank double plate buoyancy module device comprises floating top buoyancy module and foam dam, and floating top buoyancy module is linked into an integrated entity by bolt arrangement I by the concentric circles buoyancy module of various outer diameter; The internal diameter in inside and outside two the concentric circles buoyancy modules outside that is connected matches with inboard external diameter, and the center buoyancy module is a round, and foam dam is fixed on outermost layer concentric circles buoyancy module top.
The concentric circles buoyancy module of described various outer diameter connects into concentric circles by fan-shaped plate by bolt arrangement II.
The concentric circles buoyancy module of described various outer diameter is high outside and low outside, and connecting the cross section is " h " shape.
Connect by bolt arrangement I between the described fan-shaped plate buoyancy module; Between between the fan-shaped plate buoyancy module sealing is arranged.
Described foam dam and the welding of floating top buoyancy module, soft seal is adopted in the gap of the foam dam on the buoyancy module of floating top.
The concentric circles buoyancy module quantity of described various outer diameter is between 2-5.
Characteristics of the present invention are: all buoyancy modules on the floating top of tradition are designed to adopt bolted connection between removable independent buoyancy module, buoyancy module and the buoyancy module, and all junctions are provided with special hermetically-sealed construction.The whole batch production of manufacturing work on floating top can reduce field activity greatly, improve workman's work situation; In service if certain buoyancy module leakage in floating top can be prefabricated in the factory earlier, is transported to on-the-spotly directly to change, thereby has avoided the safety that traditional floating top causes because of maintenance and the stopping production problem of oil tank, guarantees the oil tank long-term use.
Description of drawings
The present invention will be further described below in conjunction with the embodiment accompanying drawing.
Fig. 1 is the present embodiment structural representation;
Fig. 2 is Fig. 1 birds-eye view;
Fig. 3 A is foam dam 2 and edge annular buoyancy module 1 welded structure scheme drawing;
Fig. 3 B is by the bolt arrangement connection diagram between the fan-shaped plate buoyancy module;
Fig. 3 C is the concentric circles buoyancy module connection diagram of various outer diameter;
Fig. 3 D is the node D-D scheme drawing of Fig. 3 C.
Among the figure: 1, float the top buoyancy module; 2, foam dam; 3, bolt arrangement I; 4, radial seal; 5, hoop sealing; 6, bolt arrangement II.
The specific embodiment
The present invention adopts all buoyancy modules with the floating top of tradition to be designed to adopt bolted connection between removable independent buoyancy module, buoyancy module and the buoyancy module, and all junctions are provided with special hermetically-sealed construction.
As shown in Figure 1, comprise floating top buoyancy module 1 and foam dam 2.Floating top buoyancy module 1 is linked into an integrated entity by bolt arrangement I3 by the concentric circles buoyancy module of various outer diameter; The concentric circles buoyancy module quantity of various outer diameter is between 2-5.
The internal diameter in inside and outside two the concentric circles buoyancy modules outside that is connected matches with inboard external diameter, and the center buoyancy module is a round, and foam dam 2 is fixed on outermost layer concentric circles buoyancy module top.
As shown in Figure 2, the concentric circles buoyancy module of various outer diameter connects into concentric circles by fan-shaped plate by bolt arrangement II 6.
Shown in Fig. 3 C, the concentric circles buoyancy module of various outer diameter is high outside and low outside, and connecting the cross section is " h " shape.Its seal form is shown in Fig. 3 D, and Fig. 3 D is the node D-D scheme drawing of Fig. 3 C.
Connect by bolt arrangement I3 between the fan-shaped plate buoyancy module; Radial seal 4 is adopted in sealing between between the fan-shaped plate buoyancy module, shown in Fig. 3 B.
As shown in Figure 3A, foam dam 2 and 1 welding of floating top buoyancy module, soft seal is adopted in the gap of the foam dam 2 on the floating top buoyancy module 1; Cross-over joint place seal style between the two adjacent hoop buoyancy modules is a node.

Claims (7)

1. external floating top tank double plate buoyancy module method is characterized in that: all buoyancy modules on the floating top of tradition are designed to adopt bolted connection between removable independent buoyancy module, buoyancy module and the buoyancy module, and all junctions are provided with special hermetically-sealed construction.
2. floating roof tank double plate buoyancy module device is characterized in that: comprise floating top buoyancy module (1) and foam dam (2), float top buoyancy module (1) and linked into an integrated entity by bolt arrangement I (3) by the concentric circles buoyancy module of various outer diameter; The internal diameter in inside and outside two the concentric circles buoyancy modules outside that is connected matches with inboard external diameter, and the center buoyancy module is a round, and foam dam (2) is fixed on outermost layer concentric circles buoyancy module top.
3. floating roof tank double plate buoyancy module device according to claim 2, it is characterized in that: the concentric circles buoyancy module of described various outer diameter connects into concentric circles by fan-shaped plate by bolt arrangement II (6).
4. floating roof tank double plate buoyancy module device according to claim 2, it is characterized in that: the concentric circles buoyancy module of described various outer diameter is high outside and low outside, and connecting the cross section is " h " shape.
5. floating roof tank double plate buoyancy module device according to claim 3 is characterized in that: connected by bolt arrangement I (3) between the described fan-shaped plate buoyancy module; Between between the fan-shaped plate buoyancy module sealing is arranged.
6. floating roof tank double plate buoyancy module device according to claim 2 is characterized in that: described foam dam (2) adopts soft seal with floating top buoyancy module (1) welding, the gap of the foam dam (2) on the floating top buoyancy module (1).
7. floating roof tank double plate buoyancy module device according to claim 2 is characterized in that: the concentric circles buoyancy module quantity of described various outer diameter is between 2-5.
CN 200910303723 2009-06-26 2009-06-26 External floating top tank double plate buoyancy module method and device Pending CN101613021A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200910303723 CN101613021A (en) 2009-06-26 2009-06-26 External floating top tank double plate buoyancy module method and device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200910303723 CN101613021A (en) 2009-06-26 2009-06-26 External floating top tank double plate buoyancy module method and device

Publications (1)

Publication Number Publication Date
CN101613021A true CN101613021A (en) 2009-12-30

Family

ID=41492936

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200910303723 Pending CN101613021A (en) 2009-06-26 2009-06-26 External floating top tank double plate buoyancy module method and device

Country Status (1)

Country Link
CN (1) CN101613021A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101870041A (en) * 2010-05-21 2010-10-27 中国石油化工集团公司 Mounting technique for double-deck floating roof structure of large storage tank
CN111792210A (en) * 2019-09-02 2020-10-20 中国石油天然气集团有限公司 Double-disc floating roof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101870041A (en) * 2010-05-21 2010-10-27 中国石油化工集团公司 Mounting technique for double-deck floating roof structure of large storage tank
CN111792210A (en) * 2019-09-02 2020-10-20 中国石油天然气集团有限公司 Double-disc floating roof

Similar Documents

Publication Publication Date Title
CN106049525A (en) Polygonal offshore wind power barrel-shaped foundation
CN102003095B (en) Housing of large-scale liquefied natural gas storage tank and construction method thereof
CN111148692B (en) Method for building straight-barrel type platform barrel deck and upper facility and straight-barrel type platform
CN110453711B (en) Elastic transition section multi-cylinder foundation structure and construction method thereof
CN109537621B (en) Combined offshore wind power cylinder type foundation
CN212336069U (en) Deep sea wind power generation jacket type single pile composite structure
CN106013214A (en) Thick-wall composite cylindrical foundation with built-in ground breaking device
CN112127381A (en) Offshore wind power foundation with separated bins in barrel top dense beam barrel and single-column variable-section negative pressure barrel and construction method
CN111119223A (en) Oval multi-cylinder jacket foundation structure
CN205875197U (en) Polygon marine wind power bucket foundation
CN101613021A (en) External floating top tank double plate buoyancy module method and device
CN111218975A (en) Glass steel module pin-connected panel integration pump station
CN201494818U (en) Dual-disk buoyancy module device of external floating-roof tank
CN108064781B (en) Electro-hydraulic lifting type aquaculture net cage based on composite cylinder foundation
CN103981894B (en) A kind of foundation structure system of multiple bucket foundation combination
CN212671995U (en) Prefabricated section of jurisdiction concatenation tower section of thick bamboo and contain its pylon
CN201472916U (en) Sectional type floating cover of external floating roof tank single-deck buoyancy module
CN210766855U (en) Multi-barrel combined foundation system connected with offshore wind power box-shaped beams
CN104264646A (en) Concrete marine nuclear power platform
CN111549813A (en) Deep sea wind power generation jacket type single-pile composite structure and construction method thereof
CN103981889B (en) A kind of three bucket foundation combined type foundation structure systems with support
CN110847216A (en) Offshore wind power foundation with skirt board annular group cylinders
CN101613020B (en) Blocked floating roof of single deck buoyancy chamber of external floating top tank and design method thereof
CN103981892B (en) A kind of four bucket foundation combined type foundation structure systems with support
CN212104161U (en) Oval multi-cylinder jacket foundation structure

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C12 Rejection of a patent application after its publication
RJ01 Rejection of invention patent application after publication

Open date: 20091230