CN202865848U - Underwater structural component lifting device for ocean platform - Google Patents
Underwater structural component lifting device for ocean platform Download PDFInfo
- Publication number
- CN202865848U CN202865848U CN 201220462362 CN201220462362U CN202865848U CN 202865848 U CN202865848 U CN 202865848U CN 201220462362 CN201220462362 CN 201220462362 CN 201220462362 U CN201220462362 U CN 201220462362U CN 202865848 U CN202865848 U CN 202865848U
- Authority
- CN
- China
- Prior art keywords
- ocean platform
- pulley
- structural component
- lifting
- lifting device
- 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
- 238000010276 construction Methods 0.000 abstract description 23
- 238000006073 displacement reaction Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000004807 localization Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses an underwater structural component lifting device for an ocean platform. An ocean platform structure is provided with two sliding rails, and a diagonal brace is arranged between the sliding rails and the ocean platform structure. A pulley is arranged on the sliding rails, and a chain block is hooked on the pulley, wherein the pulley is an electric pulley or a manual pulley. The underwater structural component lifting device for the ocean platform simplifies things, only simple machines and tools such as the pulley and the chain block are utilized to achieve the lifting in place of the underwater structural component through the horizontal displacement of the pulley and the vertical lifting of the chain block. The underwater structural component lifting device for the ocean platform is simple in construction method, high in construction precision, low in cost, low in security risk, high in generality, and environment-friendly and economical. Lifting and installing work are in one step, work efficiency is improved, and the underwater structural component lifting device for the ocean platform can be widely popularized to use.
Description
Technical field
The utility model relates to a kind of device of underwater operation, specifically, relates to a kind of device for lifting under water.
Background technology
The lifting of ocean platform underwater structures spare is one always has high risk and than the work of high-tech difficulty, traditional underwater structures spare hanging method mainly contains platform crane lifting, hoist engine lifting and three kinds of methods of crane barge lifting.
Utilizing the platform crane lifting is lifting mode the most conveniently, can faster the structural member lifting be put in place, but in the engineering construction of reality, a lot of construction locations is in the zone that the platform crane can't cover, and can't utilize crane directly to lift.
Utilize the hoist engine lifting to need to make interim lifting frame, articulate assembly pulley and wire rope etc. at lifting frame welding hanger, also need accurate addressing is carried out in the hoist engine installation site, remove the structures such as original platform windbreak, guardrail, hanging device installation, dismounting and location workload are larger; The method is larger to the space requirement of construction area, and a lot of construction area exactly can't be installed hoist engine owing to limit by site space.In addition, the vertical orientation that hoist engine lifting only can the control structure thing, horizontal position adjustment difficulty.
The crane barge lifting can faster put the structural member lifting in place, but its construction cost is high, needs to flow to the location of casting anchor according to routing diagram and seawater, and the security risk in cast anchor location and the hoisting process is higher, and it is larger affected by weather and sea situation, is difficult to accurately control construction precision.
Simultaneously, the lifting of ocean platform underwater structures spare requires high-precision adjustment is carried out in its position usually, to reach installation requirement.Utilize the facility such as hoist engine, crane barge all can be because of various condition restriction or impact and be difficult to carried out the adjustment of high-precision position by hoisting structure spare, need the diver to adjust in place by instruments such as guide chains under water, construction precision is lower, and is long in time limit, also has higher security risk.
The utility model content
To be solved in the utility model is above-mentioned technical problem of the prior art, and a kind of underwater structures spare hanging apparatus for ocean platform is provided, and easy and simple to handle, with low cost, construction safety is efficient.
In order to solve the problems of the technologies described above, the utility model is achieved by following technical scheme:
A kind of underwater structures spare hanging apparatus for ocean platform is equipped with two slide rails on the offshore platform structure, on the described slide rail coaster is installed, and is mounted with jack on the described coaster.
Be connected with brace between described slide rail and the described offshore platform structure.
Described coaster is electric hoist or manual coaster.
The beneficial effects of the utility model are:
Hanging apparatus of the present utility model is abbreviatied, and only need utilize the simple facility such as coaster and jack, can realize that by the horizontal shift of coaster and the vertical lift of jack the lifting of underwater structures spare puts in place.The utility model is compared with traditional hanging apparatus, and following remarkable advantage is arranged:
(1) construction precision is high, can carry out three-dimensional localization to underwater structure, and level and vertical direction position are adjusted easily;
(2) input equipment facility are simple, and construction cost is cheap;
(3) utilize the job practices of this device simple, security risk is low;
(4) need not take the original place of platform resource, can not impact platform production during construction;
(5) carry out flexibly the design of hanging device and scheme according to the platform actual conditions, can determine fast and effectively lifting and mount scheme, thereby solve the difficult problem of underwater structure lifting;
(6) equipment is installed and construction required time weak point, and lifting and installation work can settle at one go, have improved greatly operating efficiency;
(7) greatly reduce the consumption of the required fuel of platform electric power or boats and ships construction, i.e. environmental protection is economical again;
(8) compare with crane barge, can not cause construction loss or great security risk because of the weather reason.
(9) highly versatile, can extensively be popularized and applied to ocean platform such the construction in go, have broad application prospects.
In equal workload situation, compare with traditional Construction Mode, utilize the each construction of the utility model can save about 200,000 yuan of construction cost, have significant economic benefit.
Description of drawings
Fig. 1 is the structural representation of hanging apparatus provided by the utility model;
Fig. 2 is the scheme of installation of slide rail provided by the utility model on offshore platform structure;
Fig. 3 is that work supports ship at construction area work progress schematic diagram in place;
Fig. 4 is the work progress schematic diagram that underwater structures spare moves to the installation site;
Fig. 5 is the work progress schematic diagram of underwater structures spare hoisted in position.
Among the figure: 1, offshore platform structure; 2, brace; 3, slide rail; 4, coaster; 5, jack; 6, underwater structures spare; 7, ship is supported in work.
The specific embodiment
For further understanding content of the present utility model, characteristics and effect, hereby exemplify following examples, and cooperate accompanying drawing to be described in detail as follows:
As depicted in figs. 1 and 2, present embodiment discloses a kind of underwater structures spare hanging apparatus for ocean platform, utilize the newly-increased structure of platform or the old structure of platform, at offshore platform structure 1 two slide rails 3 that have i iron to make are installed, the part of slide rail 3 adopts two-sided full weld to be fixed on the offshore platform structure 1, and a part is stretched out offshore platform structure 1 outer end.In order to guarantee the stressed in the strength range of lifting defined of slide rail 3, usually between slide rail 3 and offshore platform structure 1, be connected with brace 2.
Be separately installed with a coaster 4 at two slide rails 3, coaster 4 can be electric hoist or manual coaster.
Be mounted with jack 5 on the coaster 3, jack 5 is used for being connected with the underwater structures spare 6 that is lifted.
The constructor can operate coaster 4 and jack 5 respectively, and the vertical lift that utilizes the horizontal slip of coaster 4 and jack 5 is adjusted underwater structures spare 6 positions until lift and put in place.
Utilize the hoisting process of above-mentioned hanging apparatus as follows:
At first carry out designing and calculating according to weight and the size of underwater structures spare 6 to be lifted, design and produce special-purpose hanging apparatus, offshore platform structure 1 to the slide rail 3 on the hanging apparatus and installation slide rail 3 carries out Force Calculation and strength check, secondly select customization suitable manual or electric hoist 4 and jack 5, and correct the installation connects.
Utilize the underwater structures spare 6 that the platform crane will be to be lifted to be lifted in advance work support ship 7 afterbodys before the construction, work supports ship 7 to specifying construction area in place, as shown in Figure 2.Hang up properly rigging on the structural member 6 under water, by operation coaster 4 jack 5 is moved to the outer end by offshore platform structure 1 the inner, rigging and the jack 5 that hangs up properly on the underwater structures spare 6 is connected firmly, prepare to begin lifting.
Utilize first jack 5 to support ship 7 afterbodys to sling from work underwater structures spare 6, and make jack 5 that the water surface that underwater structures spare 6 moves to the installation site is overhead by coaster 4 slips.According to diver's instruction, operation jack 5 is slowly transferred underwater structures spare 6, until underwater structures spare 6 is transferred to height level's line at place, installation site again.According to diver's instruction, operation coaster 4 moves horizontally, and the horizontal level of underwater structures spare 6 is adjusted, until hoisted in position.
Although the above is described preferred embodiment of the present utility model by reference to the accompanying drawings; but the utility model is not limited to the above-mentioned specific embodiment; the above-mentioned specific embodiment only is schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; not breaking away from the scope situation that the utility model aim and claim protect, can also make the concrete conversion of a lot of forms, these all belong within the protection domain of the present utility model.
Claims (3)
1. a underwater structures spare hanging apparatus that is used for ocean platform is characterized in that, two slide rails are installed on the offshore platform structure, on the described slide rail coaster is installed, and is mounted with jack on the described coaster.
2. a kind of underwater structures spare hanging apparatus for ocean platform according to claim 1 is characterized in that, is connected with brace between described slide rail and the described offshore platform structure.
3. a kind of underwater structures spare hanging apparatus for ocean platform according to claim 1 is characterized in that, described coaster is electric hoist or manual coaster.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220462362 CN202865848U (en) | 2012-09-11 | 2012-09-11 | Underwater structural component lifting device for ocean platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220462362 CN202865848U (en) | 2012-09-11 | 2012-09-11 | Underwater structural component lifting device for ocean platform |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202865848U true CN202865848U (en) | 2013-04-10 |
Family
ID=48032579
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201220462362 Expired - Fee Related CN202865848U (en) | 2012-09-11 | 2012-09-11 | Underwater structural component lifting device for ocean platform |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202865848U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102826459A (en) * | 2012-09-11 | 2012-12-19 | 中国海洋石油总公司 | Device and method for hoisting underwater structural part of ocean platform |
-
2012
- 2012-09-11 CN CN 201220462362 patent/CN202865848U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102826459A (en) * | 2012-09-11 | 2012-12-19 | 中国海洋石油总公司 | Device and method for hoisting underwater structural part of ocean platform |
CN102826459B (en) * | 2012-09-11 | 2014-03-19 | 中国海洋石油总公司 | Method for hoisting underwater structural part of ocean platform |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101492140B (en) | Aluminum alloy catamaran whole-boat afloat process | |
CN104925677B (en) | A kind of large-scale superelevation lifting altitude crane barge | |
CN102826459B (en) | Method for hoisting underwater structural part of ocean platform | |
CN104961043B (en) | A kind of crane barge and its Multifunctional hanging hook, Multifunctional hanging hook group | |
CN102381440B (en) | Guide chain device | |
CN108951593B (en) | Marine fan installation system and installation method based on four-barrel jacket composite foundation | |
CN103661801B (en) | The installation ancillary system of ocean engineering underwater propeller and installation method | |
CN205421253U (en) | Novel piling machine | |
CN201801319U (en) | Crane for pipe pile production | |
CN102328732A (en) | Offshore pile driving, pile pressing and installing united engineering ship | |
CN205257825U (en) | Offshore platform fan hoisting system | |
CN105417403A (en) | Method for installing ultrahigh ultra-large type floating crane in dock | |
CN110185057B (en) | Tool and construction method for lifting and erecting steel pipe piles of offshore wind power single pile foundation | |
CN205000255U (en) | Fluid pressure type suspension bridge construction girder steel cable carries loop wheel machine | |
CN102213085A (en) | Installation method of vertical pipe of guide pipe rack | |
CN105752861A (en) | Method for mounting deep sea underwater heavy facility by using buoyancy blocks and hoisting and guiding dual-use cable | |
CN205820738U (en) | A kind of jack up lifting device of bank bridge | |
CN114856919B (en) | A method for hoisting a conductor frame using a fully revolving crane vessel | |
CN202865848U (en) | Underwater structural component lifting device for ocean platform | |
CN104942564A (en) | Mounting method of large-tonnage pin on jib of offshore shipborne jib type crane | |
CN103171976A (en) | Hoisting method for shipyard gantry crane | |
CN204675608U (en) | A kind of crane barge and Multifunctional hanging hook, Multifunctional hanging hook group | |
CN209023076U (en) | Jacket handling integrated ship | |
CN207904921U (en) | A kind of simple floating driving plant | |
CN111017117A (en) | Mooring chain underwater connection method and underwater connection platform |
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 |
Granted publication date: 20130410 Termination date: 20160911 |
|
CF01 | Termination of patent right due to non-payment of annual fee |