CN203512828U - Dragging slippage shipment device for large ocean structure - Google Patents
Dragging slippage shipment device for large ocean structure Download PDFInfo
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- CN203512828U CN203512828U CN201320645959.1U CN201320645959U CN203512828U CN 203512828 U CN203512828 U CN 203512828U CN 201320645959 U CN201320645959 U CN 201320645959U CN 203512828 U CN203512828 U CN 203512828U
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- dilatory
- dragging
- barge
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- steel strand
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 30
- 239000010959 steel Substances 0.000 claims abstract description 30
- 230000000916 dilatatory effect Effects 0.000 claims description 47
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a dragging slippage shipment device for a large ocean structure. The dragging slippage shipment device comprises a barge dragging fixed point, a wharf dragging fixed point, a pulling jack, a steel strand, a steel strand support scaffold, an anchor point and a jack, wherein the barge dragging fixed point is fixed on a barge, the wharf dragging fixed point is fixed on the slipping shoes of the large ocean structure, the pulling jack is fixed on the wharf dragging fixed point, one end of the steel strand is fixed on the pulling jack, and the other end of the steel strand is fixed on the barge dragging fixed point; a dragging slippage shipment structure for the large ocean structure is formed by virtue of the above-mentioned connection. The dragging slippage shipment device disclosed by the utility model is convenient to install and connect, and capable of finishing slippage shipment for the ultra-large ocean structure with a class of greater than ten thousand tons; production cost is greatly reduced and construction efficiency is increased.
Description
Technical field
The utility model relates to ocean structure actuator, relates in particular to a kind of dilatory slippage shipment device for three ton Large Offshore Structures, belongs to Offshore Engineering field.
Background technology
In oil and gas development engineering, need to build various production oil production platforms at sea at sea.Platform generally comprises: ocean engineering chunk, the ocean structure such as supporting construction-jacket, gravity platform, single-point under water.These ocean engineering structures generally first carry out prefabricated by land, and then shipment is fixing, is finally transported to sea and installs.
In the last few years, along with developing rapidly of ocean engineering construction, various types of ocean structures also started towards maximization, synthesization future development, and overall weight also constantly increases thereupon.
Traditional Large Offshore Structures slippage shipment device is mainly comprised of winch, several assembly pulley, drag a little etc., between several assembly pulleys that link together are arranged on to ocean structure and drag a little, and one end of assembly pulley is fixedly connected on ocean structure, on the other end is fixedly connected on and drags a little, by steel rope, winch and assembly pulley are coupled together, form Large Offshore Structures slippage shipment towed equipment.Because winch, assembly pulley are limited in one's ability, this slippage shipment method often can only complete the Large Offshore Structures shipment below ton.
Because ultra-large type works is when shipment is drawn in slippage, often need to overcome the friction force of thousands of and even several kilotons, how a set of can providing safely, efficiently and is reposefully provided and is drawn slippage shipment, its dilatory force has become pendulum in the thorny problem of ours in front.
Utility model content
Main purpose of the present utility model is to overcome the above-mentioned shortcoming that prior art exists, and device is loaded in the dilatory slippage that a kind of Large Offshore Structures is provided onto ship, it is not only convenient to install and be connected, and, can complete very-large offshore structure slippage shipment more than ton; Reduce widely productive costs, improved operating efficiency.
The purpose of this utility model is realized by following technical scheme:
A kind of dilatory slippage shipment device of Large Offshore Structures, it is characterized in that: comprising: barge is drawn attachment point, the dilatory attachment point of harbour, pulling force jack, steel strand, steel strand support scaffolding, anchor point, jack, wherein, the dilatory attachment point of barge is fixed on barge, the dilatory attachment point of harbour is fixed on the piston shoes of Large Offshore Structures, pulling force jack is fixed on and is located on the dilatory attachment point of harbour, steel strand one end is fixed on pulling force jack, and the other end of steel strand is fixed on the dilatory attachment point of barge; By above-mentioned connection, form the dilatory slippage shipment of Large Offshore Structures structure.
The dilatory attachment point of described barge is the trapezoidal steel structure being formed by Plate Welding.
The dilatory attachment point of described harbour is the square bar structure being formed by Plate Welding.
Described steel strand are positioned on the steel strand support scaffolding of slideway both sides.
The piston shoes end of described Large Offshore Structures is provided with the jack that a boosting is used.
The beneficial effects of the utility model are:
1. solve the dilatory slippage shipment of three ton very-large offshore structures problem, made the enforcement of succeeding of three ton ultra-large type slippage shipment of structures.
2. the utility model, by simple modification, just can be used for the dilatory slippage shipment of ton Large Offshore Structures, highly versatile.
3. be convenient to install and be connected not only economy but also safety.
4. barge of the present utility model is drawn attachment point, the dilatory attachment point of harbour is lightweight, and load-carrying capacity is large, has reduced widely productive costs, has improved operating efficiency.
Accompanying drawing explanation:
Fig. 1 is the utility model integral structure schematic top plan view.
Fig. 2 be in Fig. 1 A to cross-sectional view.
Fig. 3 is the dilatory attachment point schematic diagram of the utility model barge.
Fig. 4 is the dilatory attachment point end connection diagram of the utility model barge.
Fig. 5 is the dilatory attachment point schematic diagram of the utility model harbour.
Fig. 6 is the dilatory attachment point end connection diagram of the utility model harbour.
Major label description in figure:
1. the dilatory attachment point of barge, the 2. dilatory attachment point of harbour, 3. pulling force jack, 4. steel strand, 5. support scaffolding, 6. anchor point, 7. pulling force jack, 8. barge, 9. slideway, 10. bolt, 11. Large Offshore Structures.
The specific embodiment
As Fig. 1, Fig. 2, shown in Fig. 3, the utility model mainly comprises: barge is drawn attachment point 1, the dilatory attachment point 2 of harbour, pulling force jack 3, steel strand 4, steel strand support scaffolding 5, anchor point 6, started the jack 7 that boosting is used, wherein, the dilatory attachment point 1 of barge is the trapezoidal steel structure being formed by Plate Welding, and the dilatory attachment point 1 of barge adopts welding manner to be fixed on the deck of barge 8, the main anchor point as dilatory ship-loading system, bears dilatory counter-force; The dilatory attachment point 2 of harbour is the square bar structures that formed by Plate Welding, and the dilatory attachment point 2 of harbour adopts welding manner to be fixed on the piston shoes of Large Offshore Structures 11, the dilatory force while being mainly used in bearing shipment; According to the works of Different Weight, choose the pulling force jack 3 of the tonnage that adapts with it, and adopted the mode anchoring that bolt 10 connects to draw on attachment point 2 due to being located at harbour, steel strand 4 are positioned on the support scaffolding 5 of slideway 9 both sides; Pulling force jack 3 lockings for steel strand 4 one end; Steel strand 4 anchor point 6 for the other end, is locked on the dilatory attachment point 1 of barge; In shipment process, the one end that keeps steel strand 4 to be positioned at anchor point 6 is fixed, and along with the reeling of pulling force jack 3, tensioning steel strand 4 other ends, makes its movement along with Large Offshore Structures 11 and synchronization-sliding; The jack 7 that boosting is used is mounted on the piston shoes end of Large Offshore Structures 11, is used for overcoming the static friction force of Large Offshore Structures 11 when slippage shipment starts; By the connection of steel strand 4, pulling force jack 3, anchor point 6, the dilatory attachment point 1 of barge and the dilatory attachment point 2 of harbour, form the dilatory slippage shipment of Large Offshore Structures structure.
During use, on the both sides of slideway 9, each installs one group of identical the utility model, starts pulling force jack 3, by the steel strand 4 that reel, tensioning is located at pulling force jack 3 one end, thereby, drive Large Offshore Structures 11 back to move; In addition, the jack 7 of using by starting boosting, in order to overcome the static friction force larger problem of Large Offshore Structures 11 when slippage shipment starts.
The above, it is only preferred embodiment of the present utility model, not the utility model is done to any pro forma restriction, any simple modification, equivalent variations and modification that every foundation technical spirit of the present utility model is done above embodiment, all still belong in the scope of technical solutions of the utility model.
Claims (5)
1. device is loaded in the dilatory slippage of a Large Offshore Structures onto ship, it is characterized in that: comprising: barge is drawn attachment point, the dilatory attachment point of harbour, pulling force jack, steel strand, steel strand support scaffolding, anchor point, jack, wherein, the dilatory attachment point of barge is fixed on barge, the dilatory attachment point of harbour is fixed on the piston shoes of Large Offshore Structures, pulling force jack is fixed on and is located on the dilatory attachment point of harbour, steel strand one end is fixed on pulling force jack, and the other end of steel strand is fixed on the dilatory attachment point of barge; By above-mentioned connection, form the dilatory slippage shipment of Large Offshore Structures structure.
2. the dilatory slippage shipment device of Large Offshore Structures according to claim 1, is characterized in that: the dilatory attachment point of described barge is the trapezoidal steel structure being formed by Plate Welding.
3. the dilatory slippage shipment device of Large Offshore Structures according to claim 1, is characterized in that: the dilatory attachment point of described harbour is the square bar structure being formed by Plate Welding.
4. the dilatory slippage shipment device of Large Offshore Structures according to claim 1, is characterized in that: described steel strand are positioned on the steel strand support scaffolding of slideway both sides.
5. the dilatory slippage shipment device of Large Offshore Structures according to claim 1, is characterized in that: the piston shoes end of described Large Offshore Structures is provided with the jack that a boosting is used.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320645959.1U CN203512828U (en) | 2013-10-18 | 2013-10-18 | Dragging slippage shipment device for large ocean structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320645959.1U CN203512828U (en) | 2013-10-18 | 2013-10-18 | Dragging slippage shipment device for large ocean structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203512828U true CN203512828U (en) | 2014-04-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320645959.1U Expired - Lifetime CN203512828U (en) | 2013-10-18 | 2013-10-18 | Dragging slippage shipment device for large ocean structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN203512828U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105059964A (en) * | 2015-06-30 | 2015-11-18 | 深圳赤湾胜宝旺工程有限公司 | Tubular structure drag shipping method |
| CN112631342A (en) * | 2020-12-22 | 2021-04-09 | 博迈科海洋工程股份有限公司 | Large ocean module sliding shipment cooperative operation method |
-
2013
- 2013-10-18 CN CN201320645959.1U patent/CN203512828U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105059964A (en) * | 2015-06-30 | 2015-11-18 | 深圳赤湾胜宝旺工程有限公司 | Tubular structure drag shipping method |
| CN112631342A (en) * | 2020-12-22 | 2021-04-09 | 博迈科海洋工程股份有限公司 | Large ocean module sliding shipment cooperative operation method |
| CN112631342B (en) * | 2020-12-22 | 2022-07-12 | 博迈科海洋工程股份有限公司 | Large ocean module sliding shipment cooperative operation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100010 Chaoyangmen North Street, Dongcheng District, Dongcheng District, Beijing Co-patentee after: OFFSHORE OIL ENGINEERING Co.,Ltd. Patentee after: CHINA NATIONAL OFFSHORE OIL Corp. Address before: 100010 Chaoyangmen North Street, Dongcheng District, Dongcheng District, Beijing Co-patentee before: OFFSHORE OIL ENGINEERING Co.,Ltd. Patentee before: CHINA NATIONAL OFFSHORE OIL Corp. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140402 |