CN207060358U - Large Offshore Structures semi-submerged ship floats installing and applied - Google Patents
Large Offshore Structures semi-submerged ship floats installing and applied Download PDFInfo
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- CN207060358U CN207060358U CN201720571819.2U CN201720571819U CN207060358U CN 207060358 U CN207060358 U CN 207060358U CN 201720571819 U CN201720571819 U CN 201720571819U CN 207060358 U CN207060358 U CN 207060358U
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Abstract
Installing is floated the utility model discloses a kind of Large Offshore Structures semi-submerged ship to apply, belong to raising of a wreck field, including semi-submerged ship, floating refute of No. 1 lift floating refute is lifted with No. 2, floating refute of No. 1 lift is connected by the strength hawser of intersection with semi-submerged ship, the two strength hawsers intersected are connected to the floating forward andor aft refuted of No. 1 lift, floating refute of No. 2 lifts is connected also by strength hawser with semi-submerged ship, two strength hawsers are connected to the floating forward andor aft refuted of No. 1 lift, the shipwreck of salvaging by strength hawser and lifting system be fixed on No. 1 lift it is floating refute with No. 2 lifts are floating refute between.It is of the present utility model by using two large-scale lifts it is floating refute by without bubbled through the water column from the lift of the Large Offshore Structures or ship of buoyancy, using tugboat and winch can secure loading on semi-submerged ship, carry after floating holds out the water surface by partly latent marine railway and transported again again, loading transport to some special marine structures provides a kind of reliable method.
Description
Technical field
Raising of a wreck field is the utility model is related to, specifically, the utility model is related to a kind of Large Offshore Structures
Semi-submerged ship floats installing and applied.
Background technology
Under the background of ocean great development, various Large Offshore Structures, ship are continued to bring out, and size and weight are got over
More to maximize.Especially because accident or special circumstances cause this kind of marine structure of ocean platform, large-scale wreck to lose original
There are buoyancy and stability, it is necessary to by marine loading, transport go back to land, it is difficult how to realize that marine ship-loading operation turns into the technology transported
One of point, such as the fishing of South Korea " generation get over number " shipwreck.The routine work mode that existing Large Offshore Structures load has：
First, float on sea by the natural buoyancy of structure moves into semi-submerged ship with tugboat and winch；Second, utilize large-scale crane ship
Lifting is placed on transport barge.Because Large Offshore Structures size and weight are very huge, there is no the spy of natural buoyancy at it
It is very big using conventional method difficulty of going on board in the case of different.
The content of the invention
It is to be solved in the utility model be Large Offshore Structures, ship be particularly natural buoyancy deficiency special feelings
The problem of loading transport under condition onto ship.
In order to solve the above-mentioned technical problem, technical scheme is used by the utility model：Large Offshore Structures partly latent
Ship floats installing and applied, including semi-submerged ship, No. 1 lift are floating refutes and No. 2 lifts are floating refutes, No. 1 lift is floating refute by the strength hawser of intersection with
Semi-submerged ship connects, and the two strength hawsers intersected are connected to the floating forward andor aft refuted of No. 1 lift, and No. 2 lifts are floating to refute also by strong
Power hawser is connected with semi-submerged ship, and two strength hawsers are connected to the floating forward andor aft refuted of No. 1 lift, and the shipwreck of salvaging passes through
Strength hawser and lifting system be fixed on No. 1 lift it is floating refute with No. 2 lifts are floating refute between.
Preferably, the fore connection anchor and No. 6 towboats of the semi-submerged ship.
Preferably, the stern of the semi-submerged ship connects No. 5 towboats.
Preferably, floating refute of No. 2 lifts is connected by strength hawser with No. 7 towboats.
Preferably, the fore of No. 7 towboats is connected anchor.
Preferably, the floating fore refuted of No. 1 lift sets No. 4 towboats, and the floating gunnel refuted of No. 2 lifts is pressed against No. 1 towboat and No. 2
Towboat, the floating fore refuted of No. 2 lifts are pressed against No. 3 towboats and No. 4 towboats.
Preferably, floating refute of No. 1 lift is equipped with lifting system with floating refute of No. 2 lifts, lifting system connecting steel wire ropes, steel
Cord connects the bearing beam for being arranged on shipwreck bottom, and beam is provided with multiple tracks.
Preferably, the steel wire rope and floating refute of No. 1 lift set guide roller with the floating contact position refuted of No. 2 lifts.
The floating dress construction method of this Large Offshore Structures semi-submerged ship, comprises the following steps：
(1) between shipwreck is fixed on into two lifts are floating by strength hawser and lifting system refuting, floating refute of two lifts passes through strength
Hawser is connected with semi-submerged ship；
（2）Starting the winch on semi-submerged ship pulls strength hawser to make lift is floating to refute along anticollision direction peg gradually to partly latent boat-carrying
Goods area is mobile and draws close, while the floating tugboat for refuting surrounding of lift is against to lift to float to refute to float to lift and refutes the thrust to semi-submerged ship, directly
It is dragged to shipwreck on semi-submerged ship；
（3）Release shipwreck and lift is floating refute between strength hawser and boom hoist cable, after shipwreck is fixed by semi-submerged ship or
Towboat traction is transported.
Using the technical solution of the utility model, following beneficial effect can be obtained：
It is of the present utility model to be refuted by using two large-scale lifts are floating by without Large Offshore Structures or the shipwreck lift from buoyancy
Bubble through the water column, using tugboat and winch can secure loading to semi-submerged ship（I.e. main deck can submerged completely a kind of ship
Oceangoing ship）On, then carry after floating holds out the water surface by partly latent marine railway and transported again, such nothing is not only solved from buoyancy or from buoyancy
The large structure of deficiency is marine to load the technical barrier of transport, while overcomes and easily sent out when huge fleet enters semi-submerged ship
The difficult point of the practical operations such as raw collision, load transport to some special marine structures and provide a kind of reliable method.
Brief description of the drawings
Brief description is made to the content expressed by each accompanying drawing of this specification and the mark in figure below：
Fig. 1 is the structural representation that the floating installing of this marine structure semi-submerged ship is applied；
Fig. 2 be in Fig. 1 No. 1 lift it is floating refute, the floating partial enlarged drawing refuted with shipwreck junction of No. 2 lifts；
Mark in above-mentioned figure is：1st, semi-submerged ship；2nd, No. 1 lift is floating refutes；3rd, No. 2 lifts are floating refutes；4th, shipwreck；5th, No. 1 towboat；
6th, No. 2 towboats；7th, No. 3 towboats；8th, No. 4 towboats；9th, No. 5 towboats；10th, No. 6 towboats；11st, No. 7 towboats；12nd, anchor；13rd, it is fixed
Anchor；14th, lifting system；15th, guide roller；16th, bearing beam；17th, anticollision direction peg.
Embodiment
Below against accompanying drawing, by the description to embodiment, to specific embodiment of the present utility model as involved
Mutual alignment and annexation, the effect of each several part and operation principle between the shape of each component, construction, each several part etc. make into
The detailed description of one step.
As shown in figure 1, the floating installing of this Large Offshore Structures semi-submerged ship, which is applied to float including 1, No. 1 lift of semi-submerged ship, refutes 2 and No. 2 lifts
Floating to refute that 3, No. 1 lift is floating to refute 2 and be connected by the strength hawser of intersection with semi-submerged ship 1, the strength hawsers of two intersections are connected to No. 1
Lift is floating refute 2 forward andor aft, No. 2 lifts are floating to refute 3 and is connected also by strength hawser with semi-submerged ship 1, and two strength hawsers connect respectively
Be connected on No. 1 lift it is floating refute 2 forward andor aft, the shipwreck 4 of salvaging by strength hawser be fixed on No. 1 lift it is floating refute 2 and floated with No. 2 lifts refute
Between 3.
In order that the half 1 semi-submerged ship drift random not in water, anchor 12 and No. 6 towboats 10 are connected in the fore of semi-submerged ship 1,
The stern of semi-submerged ship 1 connects No. 5 towboats 9；No. 2 lifts are floating to refute 3 and is connected by strength hawser with No. 7 towboats 11, prevents No. 2 lifts are floated from refuting
3 occur drifts, and the fores of No. 7 towboats 11 floating 2 fore of refuting of 13, No. 1 lift of anchor that is connected sets 8, No. 2 lifts of No. 4 towboats are floating to refute 3
A side be pressed against No. 3 towboats 7 and No. 4 towboats 8 against floating 3 fore of refuting of No. 1 towboat 5 and 6, No. 2 lifts of No. 2 towboats.To avoid
Floating refute of lift collides with the fleet that shipwreck 4 forms when entering semi-submerged ship 1, is installed at the fore of semi-submerged ship 1 one large-scale anti-
Hit direction peg 17.
Refute floating refute of 2 and No. 2 lifts as shown in Fig. 2 No. 1 lift is floating lifting system 14 is equipped with 3, the connection strength of lifting system 14
Hawser, strength hawser connect the bearing beam 16 for being arranged on the bottom of shipwreck 4, and bearing beam 16 is provided with multiple tracks, for being lifted, move and fix and sink
Ship 4, strength hawser and floating floating 3 contact position of refuting of 2 and No. 2 lifts of refuting of No. 1 lift set guide roller 15, and guide roller 15 can prevent
The abrasion of strength hawser makes the connection between system more smooth.
As shown in figure 1, using when be equipped with the floating barge of two of lifting system 14 lifts, it would be desirable to the ocean structure of loading
Thing or the lift of shipwreck 4 float on sea, and lifting system 14 can adjust goods rising height, holding structure thing posture according to actual conditions
Balance.Shipwreck 4 by strength hawser and bearing beam 16 is fixed on that two lifts are floating refute between, two lifts are floating to refute by strength hawser and partly latent
Ship 1 connects.
Lift is floating refute with marine structure by lifting system 14 and hawser form it is large-scale combine fleet, according to this method from partly latent
The side of ship 1 enters the cargo area of semi-submerged ship 1 along large-scale anticollision direction peg 17 is synchronous, effectively controls between fleet and semi-submerged ship 1
Gap, avoid colliding.The winch on semi-submerged ship 1 is started during use pulls strength hawser to make lift is floating to refute gradually to semi-submerged ship
1 draws close, while the floating support roller for refuting surrounding of lift is also against to lift to float to refute to float to lift and refutes the thrust to semi-submerged ship 1, until sinking
Ship 4 is dragged on semi-submerged ship 1.
After shipwreck 4 is being drawn on semi-submerged ship 1, release shipwreck 4 and lift the strength hawser and boom hoist cable between floating refute,
Shipwreck 4 is fixed and transported by semi-submerged ship 1 or towboat traction.This method needs not rely on marine structure natural buoyancy, so that it may
Complete to load so that ton Large Offshore Structures are moved on semi-submerged ship 1.
The utility model is exemplarily described above in conjunction with accompanying drawing, it is clear that the utility model specific implementation not by
The limitation of aforesaid way, as long as employing changing for the various unsubstantialities that methodology and technical scheme of the present utility model are carried out
Enter, or it is not improved by it is of the present utility model design and technical scheme directly apply to other occasions, in the utility model
Protection domain within.
Claims (8)
1. Large Offshore Structures semi-submerged ship floats installing and applied, it is characterised in that：Floated including semi-submerged ship, floating refute of No. 1 lift with No. 2 lifts
Refute, floating refute of No. 1 lift is connected by the strength hawser of intersection with semi-submerged ship, and the two strength hawsers intersected are connected to No. 1
The floating forward andor aft refuted of lift, floating refute of No. 2 lifts are connected also by strength hawser with semi-submerged ship, and two strength hawsers are connected to
The floating forward andor aft refuted of No. 1 lift, the shipwreck of salvaging are fixed on that No. 1 lift is floating to refute and No. 2 lifts by strength hawser and lifting system
Float between refuting.
2. the Large Offshore Structures semi-submerged ship according to claim 1 floats installing and applied, it is characterised in that：The semi-submerged ship
Fore connects anchor and No. 6 towboats.
3. the Large Offshore Structures semi-submerged ship according to claim 1 floats installing and applied, it is characterised in that：The semi-submerged ship
Stern connects No. 5 towboats.
4. the Large Offshore Structures semi-submerged ship according to claim 1 floats installing and applied, it is characterised in that：No. 2 lifts are floating
Refute and be connected by strength hawser with No. 7 towboats.
5. the Large Offshore Structures semi-submerged ship according to claim 4 floats installing and applied, it is characterised in that：No. 7 towboats
Fore be connected anchor.
6. the Large Offshore Structures semi-submerged ship according to claim 1 floats installing and applied, it is characterised in that：No. 1 lift is floating
The fore refuted sets No. 4 towboats, and the floating gunnel refuted of No. 2 lifts is pressed against No. 1 towboat and No. 2 towboats, and the floating fore refuted of No. 2 lifts is pressed against 3
Number towboat and No. 4 towboats.
7. the Large Offshore Structures semi-submerged ship according to claim 1 floats installing and applied, it is characterised in that：No. 1 lift is floating
Refute and be equipped with lifting system with floating refute of No. 2 lifts, lifting system connecting steel wire ropes, steel wire rope connects the pad for being arranged on shipwreck bottom
Beam, beam are provided with multiple tracks.
8. the Large Offshore Structures semi-submerged ship according to claim 7 floats installing and applied, it is characterised in that：The steel wire rope with
Floating refute of No. 1 lift sets guide roller with the floating contact position refuted of No. 2 lifts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720571819.2U CN207060358U (en) | 2017-05-22 | 2017-05-22 | Large Offshore Structures semi-submerged ship floats installing and applied |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720571819.2U CN207060358U (en) | 2017-05-22 | 2017-05-22 | Large Offshore Structures semi-submerged ship floats installing and applied |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207060358U true CN207060358U (en) | 2018-03-02 |
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| CN201720571819.2U Active CN207060358U (en) | 2017-05-22 | 2017-05-22 | Large Offshore Structures semi-submerged ship floats installing and applied |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107128459A (en) * | 2017-05-22 | 2017-09-05 | 交通运输部上海打捞局 | Large Offshore Structures semi-submerged ship floats installing and applied |
| CN108639252A (en) * | 2018-05-21 | 2018-10-12 | 大连理工大学 | A kind of harbour of Large marine wind turbine is integrally floating to hold in the palm shipment method |
| CN111874155A (en) * | 2020-08-05 | 2020-11-03 | 徐兰萍 | Method for solving problems in ship navigation |
| CN111907645A (en) * | 2020-08-18 | 2020-11-10 | 厦门天吴海洋科技有限公司 | Stranded cable system with auxiliary ship for implementing semi-submersible transport ship and unloading method thereof |
-
2017
- 2017-05-22 CN CN201720571819.2U patent/CN207060358U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107128459A (en) * | 2017-05-22 | 2017-09-05 | 交通运输部上海打捞局 | Large Offshore Structures semi-submerged ship floats installing and applied |
| CN107128459B (en) * | 2017-05-22 | 2023-09-29 | 交通运输部上海打捞局 | Large-scale marine structure semi-submerged ship floating installation |
| CN108639252A (en) * | 2018-05-21 | 2018-10-12 | 大连理工大学 | A kind of harbour of Large marine wind turbine is integrally floating to hold in the palm shipment method |
| CN108639252B (en) * | 2018-05-21 | 2019-08-09 | 大连理工大学 | A kind of harbour of Large marine blower is integrally floating to hold in the palm shipment method |
| CN111874155A (en) * | 2020-08-05 | 2020-11-03 | 徐兰萍 | Method for solving problems in ship navigation |
| CN111907645A (en) * | 2020-08-18 | 2020-11-10 | 厦门天吴海洋科技有限公司 | Stranded cable system with auxiliary ship for implementing semi-submersible transport ship and unloading method thereof |
| CN111907645B (en) * | 2020-08-18 | 2021-11-30 | 厦门天吴海洋科技有限公司 | Stranded cable system with auxiliary ship for implementing semi-submersible transport ship and unloading method thereof |
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