CN201494818U - Dual-disk buoyancy module device of external floating-roof tank - Google Patents
Dual-disk buoyancy module device of external floating-roof tank Download PDFInfo
- Publication number
- CN201494818U CN201494818U CN 200920305161 CN200920305161U CN201494818U CN 201494818 U CN201494818 U CN 201494818U CN 200920305161 CN200920305161 CN 200920305161 CN 200920305161 U CN200920305161 U CN 200920305161U CN 201494818 U CN201494818 U CN 201494818U
- Authority
- CN
- China
- Prior art keywords
- buoyancy module
- buoyancy
- floating top
- concentric circles
- floating
- 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 - Fee Related
Links
Images
Landscapes
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
The utility model relates to the field of large-scale crude oil storage tanks, in particular to a dual-disk buoyancy module device of an external floating-roof tank, which is characterized by comprising a floating-roof buoyancy module (1) and a foam baffle (2), wherein the floating-roof buoyancy module (1) is formed by connecting concentric buoyancy modules with different external diameters through a bolt structure I (3) into one; the inner diameter of the outside and the outer diameter of inside of the connected concentric buoyancy modules are matched; a central buoyancy module is a ring body; and the foam baffle (2) is fixed at the top of the outermost concentric buoyancy module. The device is convenient to manufacture and maintain and can guarantee that the dual-disk buoyancy module device of the external floating-roof tank can be fast replaced without affecting the normal production of the oil tanks.
Description
Technical field
The utility model relates to Large Oil Tank, particularly external floating top tank double plate buoyancy module 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 utility model provides a kind of being convenient to and 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 device fast.
The purpose of this utility model is achieved in that floating roof tank double plate buoyancy module device, it is characterized in that: comprise floating top buoyancy module and foam dam, 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 utility model 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
Below in conjunction with the embodiment accompanying drawing the utility model is described further.
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 utility model 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 I 3 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 I 3 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 (6)
1. external floating top 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.
2. external floating top tank double plate buoyancy module device according to claim 1, 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).
3. external floating top tank double plate buoyancy module device according to claim 1, 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.
4. external floating top tank double plate buoyancy module device according to claim 2 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.
5. external floating top tank double plate buoyancy module device according to claim 1 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).
6. external floating top tank double plate buoyancy module device according to claim 1 is characterized in that: the concentric circles buoyancy module quantity of described various outer diameter is between 2-5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200920305161 CN201494818U (en) | 2009-06-26 | 2009-06-26 | Dual-disk buoyancy module device of external floating-roof tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200920305161 CN201494818U (en) | 2009-06-26 | 2009-06-26 | Dual-disk buoyancy module device of external floating-roof tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201494818U true CN201494818U (en) | 2010-06-02 |
Family
ID=42438026
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200920305161 Expired - Fee Related CN201494818U (en) | 2009-06-26 | 2009-06-26 | Dual-disk buoyancy module device of external floating-roof tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201494818U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102814624A (en) * | 2012-07-13 | 2012-12-12 | 中建三局第二建设工程有限责任公司 | Cover plate of vertical cylindrical storage tank and manufacturing method thereof |
-
2009
- 2009-06-26 CN CN 200920305161 patent/CN201494818U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102814624A (en) * | 2012-07-13 | 2012-12-12 | 中建三局第二建设工程有限责任公司 | Cover plate of vertical cylindrical storage tank and manufacturing method thereof |
| CN102814624B (en) * | 2012-07-13 | 2014-12-10 | 中建三局第二建设工程有限责任公司 | Cover plate of vertical cylindrical storage tank and manufacturing method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106049525A (en) | Polygonal offshore wind power barrel-shaped foundation | |
| CN110374820B (en) | Combined type ring cylinder buoyancy tank foundation structure and construction method thereof | |
| CN102877484A (en) | Steel-concrete composite cylinder-type foundation structure and construction method thereof | |
| CN102003095A (en) | Housing of large-scale liquefied natural gas storage tank and construction method thereof | |
| CN106638662A (en) | Three-bucket-foundation combined foundation structure system of concrete supporting structure | |
| CN112357000A (en) | Offshore floating type wind turbine foundation | |
| CN205875197U (en) | Polygon marine wind power bucket foundation | |
| CN201494818U (en) | Dual-disk buoyancy module device of external floating-roof tank | |
| CN101613021A (en) | External floating top tank double plate buoyancy module method and device | |
| CN108064781B (en) | Electro-hydraulic lifting type aquaculture net cage based on composite cylinder foundation | |
| CN111119223A (en) | Oval multi-cylinder jacket foundation structure | |
| CN113734369A (en) | Semi-submersible type steel-concrete floating type fan foundation | |
| CN212336069U (en) | Deep sea wind power generation jacket type single pile composite structure | |
| CN103981894B (en) | A kind of foundation structure system of multiple bucket foundation combination | |
| CN201472916U (en) | Sectional type floating cover of external floating roof tank single-deck buoyancy module | |
| CN205776752U (en) | A kind of hybrid grid cylinder that can improve bundle pillar unstability load | |
| CN111218975A (en) | Glass steel module pin-connected panel integration pump station | |
| CN104264646A (en) | Concrete marine nuclear power platform | |
| CN105971328A (en) | Fabricated steel-structure cooling tower consisting of six-rod tetrahedron units | |
| CN216185899U (en) | Pontoon connection structure for offshore wind turbine generator system | |
| CN215157561U (en) | High-strength floating bin type inner floating roof | |
| CN101613020B (en) | Blocked floating roof of single deck buoyancy chamber of external floating top tank and design method thereof | |
| CN216332633U (en) | Semi-submersible type steel-concrete floating type fan foundation | |
| CN205206413U (en) | Large -scale main section of thick bamboo console mode steel construction cooling tower | |
| CN211547794U (en) | Multi-cylinder jacket foundation connected by grouting |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100602 Termination date: 20170626 |