CN105644705A - Small water plane twin-hull platform - Google Patents

Small water plane twin-hull platform Download PDF

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Publication number
CN105644705A
CN105644705A CN201510966926.0A CN201510966926A CN105644705A CN 105644705 A CN105644705 A CN 105644705A CN 201510966926 A CN201510966926 A CN 201510966926A CN 105644705 A CN105644705 A CN 105644705A
Authority
CN
China
Prior art keywords
waterplane
small
platform
area
water plane
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
CN201510966926.0A
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Chinese (zh)
Inventor
严俊
范为
丁岚
袁兆峰
刘久军
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.)
Hubei Marine Engineering Equipment Research Institute Co Ltd
Original Assignee
Hubei Marine Engineering Equipment Research Institute 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 Hubei Marine Engineering Equipment Research Institute Co Ltd filed Critical Hubei Marine Engineering Equipment Research Institute Co Ltd
Priority to CN201510966926.0A priority Critical patent/CN105644705A/en
Publication of CN105644705A publication Critical patent/CN105644705A/en
Pending legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B1/00Hydrodynamic or hydrostatic features of hulls or of hydrofoils
    • B63B1/02Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
    • B63B1/10Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
    • B63B1/107Semi-submersibles; Small waterline area multiple hull vessels and the like, e.g. SWATH
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/50Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B1/00Hydrodynamic or hydrostatic features of hulls or of hydrofoils
    • B63B1/02Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement
    • B63B1/10Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls
    • B63B1/12Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly
    • B63B2001/128Hydrodynamic or hydrostatic features of hulls or of hydrofoils deriving lift mainly from water displacement with multiple hulls the hulls being interconnected rigidly comprising underwater connectors between the hulls

Abstract

The invention relates to the technical field of marine engineering equipment, in particular to a small water plane twin-hull platform. The small water plane twin-hull platform comprises an upper layer building, a supporting structure and an underwater floating body, wherein the upper layer building is located on the underwater floating body, and the underwater floating body supports the upper layer building through the supporting structure; the supporting structure is a truss-type structure; and the underwater floating body comprises two small water plane sheet bodies which are arranged at the two ends of the truss-type structure correspondingly. The truss-type structure serves as the supporting structure, the problems on the aspects of strength and rigidity of a large-span structure are effectively solved, and the performance of the platform is improved. As the small water plane twin-hull platform is in a semi-submersible state when fixed and working and the water plane position is of the truss-type structure, the wind and wave resistance is improved. Meanwhile, as the underwater floating body includes the small water plane sheet bodies, the whole platform has good sailing performance in the sailing process, the interference function of sea waves is obviously weakened, and the small water plane twin-hull platform has good seakeeping performance, maneuverability and shipping-direction stability.

Description

A kind of small-waterplane-area binary platform
Technical field
The present invention relates to offshore engineering equipment technical field, particularly relate to a kind of small-waterplane-area binary platform.
Background technology
Currently, three class basic forms can be mainly contained for very large floating structures type selecting, that is, box (also claiming plate type), semisubmersible-type and row's type.
Box-structure is height flat, closed, " plate of hollow " shape structure much smaller than span. The structure of box platform is simple, builds with the difficulty of assembling less, and cost is lower, and its drinking water is very shallow, it is possible to be arranged at waters, coastal waters. But, box-structure, because growing tall than very big, causes Rigidity and strength very low, therefore and have great coupling area between the water surface, all very big in Motion Waves response and load action response. In order to prevent, Wave Loads response is excessive, motion is too violent, structural distortion is excessive and causes structure deteriorate, need to enclose outside to put seawall, if being built in off-lying sea, then the quite high semisubmersible seawall of cost must be set in surrounding, therefore, simple, the cheap advantage of its structure will be largely reducing.
Semisubmersible-type structure is formed primarily of lower buoyancy aid, intermediate column and top platform, the lower buoyancy aid of semisubmersible-type structure is positioned apart from below horizontal plane certain depth under operation state, the column that it has waterlinearea very little, have much larger than the motion cycle meeting with wave period, thus resonance can not be produced with wave, there is satisfactory stability. Thus the exercise performance in wave is good. But, the main buoyancy aid of semisubmersible-type structure slips in water under operation state, and the interval between deck must much larger than the maximum wave height in marine site, place, and thus whole podium level is very big, and center of gravity height, causes dead load and water displacement all very big. In order to keep stable when operation, the semisubmersible-type vibrational power flow column of certain volume and cross section, body is thicker, comparatively small amt, causes wave loading more concentrated. In order to alleviate damage risk, overturning when preventing damage, need to be designed to large volume seal hatch by platform upper. These all will cause platform deadweight very big, and water displacement is very big, can cause again that mass force is big, wind wave action power is big, it is necessary to increases the reserve strength of structure, turn increases deadweight conversely. So, semisubmersible-type platform laid down cost is very high. In addition, it is installed and use operation quite complexity, increases use cost further.
Row's type structure is by multiple elongated pontoon dispersed placement and the buoyancy aid being fixed in same level and being formed.Row's type platform dutycycle is little, and spar diameter is little, and thus platform is little to the response of wave loading. There is the latent state of special half in higher wave, load response is insensitive to bigger wave height. Row's type structure platform is for meeting loading capacity requirement, and the floating drum number ratio that need to arrange is more, the resistance that the row's of which increasing type structure platform navigates by water when hiding typhoon, and maneuvering characteristics is poor. In addition, about location, row's type structure platform deep-sea, also there is no good terms of settlement at present.
Summary of the invention
In view of the above problems, it is proposed that the present invention is to provide a kind of small-waterplane-area binary platform overcoming the problems referred to above or solving the problem at least in part.
Embodiments provide a kind of small-waterplane-area binary platform, comprise superstructure, supporting structure and underwater buoyant body;
Described superstructure is positioned at the top of described underwater buoyant body, and, described superstructure is supported by described underwater buoyant body by described supporting structure;
Described supporting structure is truss structure;
Described underwater buoyant body comprises two small-waterplane-area sheet bodies, and described two small-waterplane-area sheet bodies are arranged at the two ends of described truss structure respectively.
Preferably, described superstructure is provided with flight deck.
Preferably, the head and the tail two ends of described superstructure are respectively arranged with coupling device.
Preferably, the cross section of the straight bar of described truss structure is circular.
Preferably, the operational waterline of described small-waterplane-area binary platform is positioned at the middle part of described truss structure.
Preferably, also comprising and increase floating device, the floating device of described increasing is arranged at the bottom of described truss structure.
Preferably, the head and the tail two ends of described truss structure are respectively arranged with passage;
Wherein, chimney, ventilation and profit subchannel it is furnished with in described passage.
Preferably, described small-waterplane-area sheet body is specially long shape buoyancy aid.
Preferably, tension leg mooring system is also comprised;
Described tension leg mooring system is arranged at the bottom of described underwater buoyant body.
Preferably, the inside of described underwater buoyant body is equipped with power system.
One or more technical schemes in the embodiment of the present invention, at least have following technique effect or advantage:
The present invention utilizes truss structure as supporting structure, efficiently solve the strength and stiffness problems of longspan structure, truss rod member is under loading action, mainly bear axial tension or pressure, it is thus possible to make full use of the intensity of material, and can greatly alleviate the weight of structure, improve the performance of platform, owing to during small-waterplane-area binary platform steady job being half latent state, waterplane place is truss structure, storm load reduces greatly, improve capacity of anti-storm, simultaneously, owing to underwater buoyant body is small-waterplane-area sheet body, therefore, during navigation, whole platform has good navigation performance, waterplane is very little, the interference effect of wave is obviously weakened, platform swaying in wave, surging force and stall all significantly reduce, there is good weatherly quality, steering quality and yaw stability are good, it is beneficial to security implementation sea and other boats and ships, platform is by the side of a ship.
Accompanying drawing explanation
In order to be illustrated more clearly in the embodiment of the present invention or technical scheme of the prior art, it is briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments of the invention, for those of ordinary skill in the art, under the prerequisite not paying creative work, it is also possible to obtain other accompanying drawing according to the accompanying drawing provided.
Fig. 1 is the schematic diagram of a kind of small-waterplane-area binary platform in the embodiment of the present invention.
Wherein, 1 is superstructure, and 2 is supporting structure, and 3 is underwater buoyant body, and 4 is anchoring part, and 5 is tensioning muscle key.
Embodiment
In view of the above problems, it is proposed that the present invention is to provide a kind of small-waterplane-area binary platform overcoming the problems referred to above or solving the problem at least in part.
For making the object of the embodiment of the present invention, technical scheme and advantage clearly, below in conjunction with the accompanying drawing in the embodiment of the present invention, technical scheme in the embodiment of the present invention is clearly and completely described, obviously, described embodiment is the present invention's part embodiment, instead of whole embodiments. Based on the embodiment in the present invention, those of ordinary skill in the art, not making other embodiments all obtained under creative work prerequisite, belong to the scope of protection of the invention.
The embodiment of the present invention provides a kind of small-waterplane-area binary platform, and its designed use is marine airport. As shown in Figure 1, described small-waterplane-area binary platform comprises superstructure 1, supporting structure 2 and underwater buoyant body 3. Superstructure 1 is positioned at the top of underwater buoyant body 3, and superstructure 1 is supported by underwater buoyant body 3 by supporting structure 2, and supporting structure 2 is truss structure. Underwater buoyant body 3 comprises two small-waterplane-area sheet bodies, and two small-waterplane-area sheet bodies are arranged at the two ends of truss structure respectively.
Specifically, superstructure 1 is provided with flight deck, flight deck is furnished with the flight runway for aircraft landing and navigation high building. The head and the tail two ends of superstructure 1 are also respectively arranged with coupling device, utilize coupling device to be connected together by multiple platform, thus increase the length of flight runway, form long runway.
Specifically, the straight bar of truss structure is steel pipe, and the cross section of this straight bar is circular. Operationally, its operational waterline is positioned at the middle part of truss structure to small-waterplane-area binary platform, the scope in the middle part of this be the height of truss structure �� 20% scope in. Described small-waterplane-area binary platform also comprises the floating device of increasing, increase the bottom that floating device is arranged at truss structure, simultaneously, the mid-way of the bottom of truss structure is provided with the docking adapter increasing floating device, increase floating device to dock with docking adapter, increasing floating device is right cylinder, thus improves the loading ability of whole platform, increases floating device and can be combined to mesa base when partly diving operation. Further, the head and the tail two ends of truss structure are respectively arranged with passage, and truss structure, by expanding channels underwater buoyant body 3 and superstructure 1, meanwhile, is furnished with chimney, ventilation and profit subchannel in passage.
Specifically, underwater buoyant body 3 is the slice shape of twin-hull vessel type, and this small-waterplane-area sheet body is specially long shape buoyancy aid, and the cross-sectional area of long shape buoyancy aid is circular or other shapes. Underwater buoyant body 3 is small-waterplane-area at design navigational draft place. Described small-waterplane-area binary platform also comprises tension leg mooring system, and tension leg mooring system is arranged at the bottom of underwater buoyant body 3, and platform, under anchoring positioning states, relies on tension leg mooring system to realize location, deep-sea function. The inside of underwater buoyant body 3 is also equipped with power system, and when stormy waves is not more than 3 grades, power system can ensure that the speed of a ship or plane is at 15��20km.
In a specific embodiment of the application, the height of truss structure is 30m, during platform anchoring, the water surface is positioned at the middle part in truss depth direction, preventing the shipping of green water of superstructure 1, meanwhile, underwater buoyant body 3 is positioned under water, being conducive to reducing wave force, under this state, tension leg mooring system provides the stability needed for platform.Two small-waterplane-area sheet body interval 60m in underwater buoyant body 3 are arranged in parallel, and the length of a small-waterplane-area sheet body is 300m, and width is 12 meters. The internal layout of underwater buoyant body 3 has water ballast tank, oil cabin and fresh-water tank. Underwater buoyant body 3 except providing except buoyancy, when running working condition, additionally it is possible to enough stability is provided. During navigation, navigational draft line absorbs water to about 8m, owing to this place is small-waterplane-area shape, therefore has good navigation performance. In addition, underwater buoyant body 3 also has thruster cabin, cabin, first thruster cabin, equipment cabin and first Peak Tank. Tension leg mooring system comprises anchoring part 4, holder anchor rack, tensioning muscle key 5 and wireline.
The small-waterplane-area binary platform of the application realizes navigation at a high speed by the power system self configured, during navigation, drinking water is near the twin hull construction of bottom, there is good navigation performance, offshore location is realized by tension leg mooring system and dynamic positioning system, during steady job, drinking water is near the frame connecting structure of middle purlin, less by wave loading, superstructure 1 structural top is provided with airfield runway, platform head and the tail are provided with coupling device can become overall by multiple platform combination, form longer airfield runway, bottom is provided with and increases floating device, promotes the loading of cargo ability of platform.
Technical scheme in above-mentioned the embodiment of the present application, at least has following technique effect or advantage:
Adopt truss structure as supporting structure, effectively solve intensity, the rigidity problem of longspan structure. Truss rod member, under loading action, mainly bears axial tension or pressure, it is thus possible to make full use of the intensity of material, and can greatly alleviate the weight of structure, it is to increase the performance of platform. Being half latent state during described platform steady job, waterplane place is truss structure, and storm load reduces greatly, it is to increase capacity of anti-storm, uses tension leg mooring system to increase the stability of platform simultaneously.
During navigation, whole platform class is similar to small-waterplane-area twin-hull ship, there is good navigation performance, waterplane is very little, the interference effect of wave is obviously weakened, platform swaying in wave, surging force and stall all significantly reduce, having the unapproachable good weatherly quality of conventional ship, steering quality and yaw stability are good, are beneficial to security implementation sea with other boats and ships, platform by the side of a ship.
Described platform head and the tail are provided with coupling device, can be used as combination module, and multiple platform is connected to form longer flight runway, has very high adaptability, are easy to expansion simultaneously, meet the work requirements of later stage increase.
Increase the setting of floating device, it is possible to the loading of cargo ability of platform when promoting location work, does not affect the navigation performance of platform simultaneously.
Although having described the preferred embodiments of the present invention, but those skilled in the art once the substantially creative concept of cicada, then these embodiments can be made other change and amendment. Therefore, it is intended that the appended claims shall be construed comprise preferred embodiment and fall into all changes and the amendment of the scope of the invention.
Obviously, the present invention can be carried out various change and modification and not depart from the spirit and scope of the present invention by the technician of this area. Like this, if these amendments of the present invention and modification belong within the scope of the claims in the present invention and equivalent technologies thereof, then the present invention also is intended to comprise these change and modification.

Claims (10)

1. a small-waterplane-area binary platform, it is characterised in that, comprise superstructure, supporting structure and underwater buoyant body;
Described superstructure is positioned at the top of described underwater buoyant body, and, described superstructure is supported by described underwater buoyant body by described supporting structure;
Described supporting structure is truss structure;
Described underwater buoyant body comprises two small-waterplane-area sheet bodies, and described two small-waterplane-area sheet bodies are arranged at the two ends of described truss structure respectively.
2. small-waterplane-area binary platform as claimed in claim 1, it is characterised in that, described superstructure is provided with flight deck.
3. small-waterplane-area binary platform as claimed in claim 1, it is characterised in that, the head and the tail two ends of described superstructure are respectively arranged with coupling device.
4. small-waterplane-area binary platform as claimed in claim 1, it is characterised in that, the cross section of the straight bar of described truss structure is circular.
5. small-waterplane-area binary platform as claimed in claim 1, it is characterised in that, the operational waterline of described small-waterplane-area binary platform is positioned at the middle part of described truss structure.
6. small-waterplane-area binary platform as claimed in claim 1, it is characterised in that, also comprise and increase floating device, the floating device of described increasing is arranged at the bottom of described truss structure.
7. small-waterplane-area binary platform as claimed in claim 1, it is characterised in that, the head and the tail two ends of described truss structure are respectively arranged with passage;
Wherein, chimney, ventilation and profit subchannel it is furnished with in described passage.
8. small-waterplane-area binary platform as claimed in claim 1, it is characterised in that, described small-waterplane-area sheet body is specially long shape buoyancy aid.
9. small-waterplane-area binary platform as claimed in claim 1, it is characterised in that, also comprise tension leg mooring system;
Described tension leg mooring system is arranged at the bottom of described underwater buoyant body.
10. small-waterplane-area binary platform as claimed in claim 1, it is characterised in that, the inside of described underwater buoyant body is equipped with power system.
CN201510966926.0A 2015-12-18 2015-12-18 Small water plane twin-hull platform Pending CN105644705A (en)

Priority Applications (1)

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CN201510966926.0A CN105644705A (en) 2015-12-18 2015-12-18 Small water plane twin-hull platform

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106894303A (en) * 2017-02-27 2017-06-27 中国船舶工业集团公司第七0八研究所 A kind of highway for across waters traffic
CN109720507A (en) * 2019-01-02 2019-05-07 中国矿业大学 A kind of rigid elastic mooring deep-sea platform structure
CN110356520A (en) * 2019-07-23 2019-10-22 武汉理工大学 A kind of mobile platform of combination small-waterplane-area and solar power generation
CN111942521A (en) * 2020-07-01 2020-11-17 华南理工大学 High-wave-resistance ship floating body device

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1657360A (en) * 2004-02-19 2005-08-24 袁晓纪 Super large truss type floating maine platform
US20090205554A1 (en) * 2008-02-19 2009-08-20 Nagan Srinivasan Dry tree semi-submersible platform for harsh environment and ultra deepwater applications
CN204210708U (en) * 2014-09-30 2015-03-18 浙江海洋学院 A kind of simple and easy platform
CN204452866U (en) * 2015-02-11 2015-07-08 古国维 Platform is floated with the tension leg type high stability of biological floating bed combination

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1657360A (en) * 2004-02-19 2005-08-24 袁晓纪 Super large truss type floating maine platform
US20090205554A1 (en) * 2008-02-19 2009-08-20 Nagan Srinivasan Dry tree semi-submersible platform for harsh environment and ultra deepwater applications
CN204210708U (en) * 2014-09-30 2015-03-18 浙江海洋学院 A kind of simple and easy platform
CN204452866U (en) * 2015-02-11 2015-07-08 古国维 Platform is floated with the tension leg type high stability of biological floating bed combination

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106894303A (en) * 2017-02-27 2017-06-27 中国船舶工业集团公司第七0八研究所 A kind of highway for across waters traffic
CN109720507A (en) * 2019-01-02 2019-05-07 中国矿业大学 A kind of rigid elastic mooring deep-sea platform structure
CN110356520A (en) * 2019-07-23 2019-10-22 武汉理工大学 A kind of mobile platform of combination small-waterplane-area and solar power generation
CN111942521A (en) * 2020-07-01 2020-11-17 华南理工大学 High-wave-resistance ship floating body device

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