CN104554649A - Ocean-crossing transportation method for binding overall structure broken-up modules of ultra-large type oceanographic engineering - Google Patents

Abstract

The invention provides an ocean-crossing transportation method for binding overall structure broken-up modules of ultra-large type oceanographic engineering. A plurality of methods of accurately breaking up a complete set of oceanographic engineering facility into a module combination sequence, mounting fixed bearings at the bottoms of large modules and pulling the large modules to be arranged in a longitudinal column on the same side of a ship, hoisting medium modules in a longitudinal column to be arranged on the other side of the ship by welding, binding small modules in a scattered manner and the like are adopted; the desk space of a transportation barge is effectively utilized in a thorough, reasonable and safe manner; the ultra-large type oceanographic engineering facility is broken up into modules and completely loaded once for ocean-crossing transportation without hiring a large professional transportation ship; the desk of the ship is rigidly connected with the bottoms of the large and medium modules into an integrated structure, and therefore, the stability of goods is improved, and potential safety hazards such as insufficient barge and instability in the loading and unloading and shipping processes. As a result, the loading and unloading period is remarkably reduced and the shipping cost is greatly reduced; the labor productivity and the goods loading/unloading efficiency are greatly improved, and meanwhile, the safety and the practicability of maritime binding transportation calculation design are guaranteed.

Description

The transoceanic transportation resources of ultra-large type ocean engineering self-contained fractionation module colligation

Technical field

The invention belongs to ocean engineering field, relate to IPC and classify B63B marine equipment technology or B65D for object or material transportation technology, the transoceanic transportation resources of especially ultra-large type ocean engineering self-contained fractionation module colligation.

Background technology

Along with developing rapidly of ocean engineering, the volume and weight of ocean engineering structure, also in continuous increase, particularly in recent years, along with the reinforcement of marine petroleum exploitation dynamics, makes the slideway resource of loading and transporting Large Offshore Structures at full stretch.

Modularization building technology is widely used in extra large work, the energy and chemical industry and Infrastructure etc., and module construction the Enlargement Tendency is more and more fiery, operation easier is large, professional technique requires high, require that logistics enterprise possesses higher technical level and stronger equipment, this brings new challenge to modular transportation.

In order to solve the nervous problem of slideway resource, usually adopt hydraulic module car (SPMT) to load onto ship, it can make ocean engineering structure be built in non-slideway district.Because Large Offshore Structures is bulky, the time of building is longer, and needs to be supported, to facilitate the turnover of hydraulic module car (SPMT).If only adopt pad pier, only need a large amount of pad piers to support, and if there is instability problem because of certain pad pier, bring potential safety hazard also can to the construction of Large Offshore Structures.

The extra large work project such as FPSO, drilling ship of undertaking, or when obtaining the construction order of extra large work module, due to transnational, trans-regional, the mode that the delivery mode of these modules must adopt marine colligation to transport.The seat transport of sea work module needs to consider several factors, as the environmental conditions such as wind, wave, and the performance state such as structural strength, stability of ships that transport, and the integraty etc. of extra large work module, therefore, the calculating for colligation transport is more loaded down with trivial details, complicated, and scientific and technological content is higher.Sea work module does not belong to a part for carrier structure, and for guaranteeing its integraty and safety, marine colligation transport can not adopt all to be rigidly connected and to be made of one with hull structure, can not all make flexibly connect cause goods to transport at sea occurring dangerous.Meanwhile, the difference of improving bud grafting, cause construct complexity and production time also can be different.Therefore, how reasonably colligation makes integraty and the safety that can ensure extra large work module, and can reduce again the work capacity of colligation operation, be current problems faced.

Need the life building LQ (Living Quarter) of the Very Large FPSO series ship of ocean freight, drilling ship, HUM module and drilling ship life building, it is very difficult that the extra large work such as rig floor module whole carries out ocean freight after installing, and conventional method is module shipping one by one, transportation volume so is large, batch more, and, though through design calculation, and approved by MWS and destination of arriving safe and sound, simultaneously, there is tentative way, adopt pad flitch bottom goods, along captain and beam both direction goods all around metal binding wire fix, to overcome the impact that the capsizing moments such as rolling that boats and ships produce in stormy waves produce goods, goods in goods transport process is prevented therefore to be subjected to displacement, damage accidents such as even causing sea, it is also almost infeasible for doing like this for heavy die block.In addition, also the situation that indivedual heavy die block class particular cargo is welded and fixed is had, but due to extra large work module weight and body super large, as close with the beam in goods width, identical even larger time, the transfer of goods and ship side from almost nil or even negative value, thus makes colligation angle become zero, and also causing cannot colligation, especially, disapprove enforcement and be welded and fixed operation under many situations.

Open source literature is less, Chinese patent application 200520092089.5 1 kinds of large cargo ocean freight sectional shelf-units, it is mainly by crossbeam and establish column thereon to form, the hollow of rectangular in cross-section closes crossbeam, base plate is provided with connecting bore, and vertical column lower end is fixed on position corresponding with goods overall dimensions on above-mentioned crossbeam.Near connecting bore, be provided with upper and lower two ends be separately fixed at vertical brace panel in crossbeam top board and base plate, the vertical plane of column towards goods is provided with non-metal backplate, crossbeam top board is provided with rubber pad.

Chinese patent application 201320508022.X Large Offshore Structures rolls dress shipment transportation frame, comprising: frame body, fixing gusset, pin footwear, and wherein, the top of this frame body is connected with the pin footwear for supporting construction thing; This fixing gusset is connected with fixed frame body and pin footwear, connects and composes a transportation frame construction by above-mentioned; Frame body is by several combination crossbeam and longeron and the tower structure adopting welding manner to be formed by connecting.

Chinese patent application 201410220353.2 relates to a kind of platform conveying arrangement and transportation resources, for transporting Offshore Platform.Platform conveying arrangement comprises hull, jinny, traction winch, base, slide rail and piston shoes; Platform conveying arrangement is axially symmetric structure, symmetrical about the longitudinal axis, hull interior is provided with prismatic ballast tank, outside hull, traction winch, jinny are longitudinally installed, hull top establishes slideway, is provided with elastic slide block in slideway, and elastic slide block can slide in slideway, elastic slide block top and base bottom are fixed, and the position of elastic slide block in slideway regulates by shaking case; Each base is equipped with slide rail, and be sliding-rail groove bottom piston shoes, piston shoes are connected with slide rail by sliding-rail groove.

Chinese patent application 02215064.1 ocean freight large cargo fixed support, main body rack forms L-type by bottom girder and column, bottom girder is with fluted, is fixed with connecting angle pieces on the top of column, and the hole in connecting angle pieces upward.With longitudinal check plate on the dual-side of bottom girder groove.The both sides, bottom surface of beam are with the cross spacing plate of projection, and the indent spacing between cross spacing plate and the projection on boat deck match.Bottom girder is fixed with four connecting angle pieces, two two ends being positioned at bottom girder, two positions being positioned at relative cross spacing plate on bottom girder, connecting angle pieces bottom surface band is porose, and in the both ends of the surface of bottom girder with coupling link, hole and bottom girder are at same plane.

Summary of the invention

The object of this invention is to provide the transoceanic transportation resources of a kind of ultra-large type ocean engineering self-contained fractionation module colligation, realize the ultra-large type ocean engineering facility of an a whole set of module fractionation of consolidated shipment, the motor imagination that motion of ship brings to module is reduced under the condition ensureing transportation safety, reduce the stress level of goods in transportation and distortion, ensure integraty and the safety of goods.

Object of the present invention will be realized by following technical measures: a whole set of ocean engineering infrastructure modules is split as a tool sea work industry module HUM, a tool life building module LQ, a tool helicopter platform HD, in addition by equipment, framework fitting-out, pipeline and machinery, electrically and air-conditioning be dispensed in many tools electromechanical appliance MB-BLOCK, digital device DS-BLOCK and submarine pipeline MP module respectively, wherein conduit component is respectively with the three-dimensional pile of vertical pipe support RISER, further, at each module bottom fixed bearing STOOL respectively; Wherein sea work industry module HUM and life building module LQ deadweight is not less than 15% of a whole set of ocean engineering facility gross weight respectively; Bottom extra large work industry module HUM and life building module LQ heavy die block, fixed bearing STOOL traction is installed and drags same side board file layout, the medium-sized module hoisting file of many tools vertical pipe support RISER is arranged in the welding of another side board, betwixt, helicopter platform HD is arranged between sea work industry module HUM and life building module LQ for many tools electromechanical appliance MB-BLOCK, digital device DS-BLOCK and submarine pipeline MP class small modules dispersion colligation; Be equivalent to a whole set of ocean engineering facility gross weight more than 1.5 times heavy cargo transportation pontoons for hull 1 size of loading and transporting and theory load, main ship deck width is greater than sea work industry module HUM or life building module LQ maximum width 1.5 times.

Especially, in sea work industry module HUM or life building module LQ heavier, that volume is larger module arrangement in main ship deck close to stem position.

Especially, bearing STOOL comprises the corresponding a series of supporting strut of truss and bottom of the plane on top.

Especially, ultra-large type ocean engineering facility is FPSO gross weight 5665 tons, and be split as a tool sea work industry module HUM and close 595 tons, a tool life building module LQ closes 1684 tons, and bearing STOOL totally 21 tools closes 385 tons, comprising 30 ton of 11 tool with 10 tool 15 tons; Helicopter platform HD closes 145 tons, comprising 100 tons, HD platform and 45 tons, HD support; Vertical pipe support RISER has 7 tools to close 833 tons, and each heavy 107-154 ton is not etc.; Submarine pipeline MP totally 9 tools closes 600 tons, wherein 7 ton of one tool, 68-82 ton 8 tool; Electromechanical appliance MB-BLOCK totally 4 tools closes 800 tons, and every tool is each heavy 200 tons; Digital device DS-BLOCK totally 3 tools closes 45 tons, and every tool is each heavy 15 tons; Pipeline LOOES-PIPE in bulk closes 117 tons, and in addition, the various service pipe supports also comprising tool 8-28 ton close 261 tons; Life building module LQ length 43.8 meters, width 20.8 meters, height 21.1 meters.Life building module LQ centre distance upper deck height 11.42m, distance hull bottom surface 18.92m, distance hull longitudinal midline 6.48m, distance hull aft 74.42m; Be equivalent to more than 11000 tonnes heavy cargo transportation pontoons for the hull size of loading and transporting and theory load, parameter comprises: length 127.7 meters, wide 32 meters, the degree of depth 7.5 meters, drinking water 5.1 meters, the speed of a ship or plane 11.5 save; Life building module LQ and sea work industry module HUM heavy die block are longitudinally arranged in the main ship deck larboard the same side for loading and transporting, so that landing pier traction drags handling.Helicopter platform HD is arranged between sea work industry module HUM and life building module LQ.

Especially, submarine pipeline MP at each tool of upper deck front and rear, all the other longitudinal dispersions at upper deck starboard.

Especially, the vertical pipe support RISER being fixed on hull starboard tiltedly descends direction to be solid colligation, to obtain actv. lashing angle from outside to inside.

Especially, electromechanical appliance MB-BLOCK is arranged in by sea work industry module HUM.Digital device DS-BLOCK is arranged in by life building module LQ.

Especially, the HD platform that helicopter platform HD splits further and two groups, HD support solid are arranged, by erection support STOOL bottom terrace part, fixing vertical pipe support RISER above this bearing STOOL, pipeline LOOES-PIPE in bulk is arranged in this vertical pipe support RISER, above vertical pipe support RISER, fix described HD platform, further above this HD platform, fix HD support.

Especially, life building module LQ is welded in the truss plane of bearing STOOL top, and the supporting strut bottom this bearing STOOL is welded on main ship deck.In addition, bottom this bearing STOOL, diagonal ligament is installed.

Advantage of the present invention and effect: by accurately splitting into block combiner sequence to a whole set of ocean engineering facility, same side board file layout is dragged in conjunction with installing fixed bearing traction bottom heavy die block, medium-sized another side board of module hoisting file welding is arranged, the multiple methods such as small modules dispersion colligation, fully, rationally and safety effectively utilize transportation pontoon between deck space, the disposable self-contained ultra-large type sea work facility concentrating transoceanic shipment modularization to split, without the need to employing Large-scale professional carrier, deck in ship structure and big-and-middle-sized module bottom are rigidly connected into and are integrated, add the stability of goods, certain towage ability boats and ships are employed, improve general transportation pontoon seaworthiness and fit capacity power, avoid loading and unloading the potential safety hazards such as the barge insufficient strength that exists in ship and shipping process and unstability.Significantly shorten handling boatman's phase, significantly reduce shipment cost; Increase substantially labor efficiency and cargo handing efficiency, guarantee that marine colligation transport calculates safety and the practicality of design simultaneously.

Accompanying drawing explanation

Fig. 1 is that hull larboard file arranges heavy die block schematic front view;

Fig. 2 is that deck in ship structure stage casing row arrange heavy die block schematic top plan view;

Fig. 3 is the cross sectional representation that life building module LQ arranges hull;

Fig. 4 is the cross sectional representation that helicopter platform HD arranges hull;

Fig. 5 is the cross sectional representation that sea work industry module HUM arranges hull;

Fig. 6 is bearing STOOL or vertical pipe support RISER schematic top plan view;

Fig. 7 is that the side-lining of the heavy die block side of a ship drags operation schematic diagram;

Reference numeral comprises: hull 1, trailer or traction winch 2, sea work industry module HUM3, bearing STOOL4, life building module LQ5, helicopter platform HD6, vertical pipe support RISER7, electromechanical appliance MB-BLOCK8, digital device DS-BLOCK9, submarine pipeline MP10, pipeline LOOES-PIPE11 in bulk, truss 12, supporting strut 13, diagonal ligament 14.

Detailed description of the invention

The principle of the invention is, the colligation optimal design of FPSO life building, drilling ship life building and drilling ship rig floor should be different.Design study is carried out in transoceanic transport colligation for ultra-large type sea work module, modularization fractionation is carried out to ultra-large type ocean engineering facility, abandon factually to adopt and weld scheme module and carrier are welding as one in a large number, the position arranging disparate modules is set by accurate aided solving, and employing actv. lashing and securing method is designed respectively to the module of the different scale of construction, comprehensively being suitable for welding, colligation and mode that is spacing or screens reduces goods due to the impact that the motion of ships that transport brings in transportation, ensures cargo security.Modular construction is more weak, and due to the reason such as module is in-built, thermal areas and screens can be adopted, the design of specific constructive form of limited, spacing, the screens in position of limit method is all difficult points.

The present invention includes: ultra-large type ocean engineering infrastructure modulesization splits, by module installation position and method for supporting above deck, by module handling ship's method design ap-plication and by module colligation fixing means, also relate to the traction contact measure of intermodule in addition.

Concrete technical measures comprise: a whole set of ocean engineering infrastructure modules is split as a tool sea work industry module HUM3, a tool life building module LQ5, a tool helicopter platform HD6, in addition by equipment, framework fitting-out, pipeline and machinery, electrically and air-conditioning be dispensed in many tools electromechanical appliance MB-BLOCK8, digital device DS-BLOCK9 and submarine pipeline MP10 module respectively, wherein conduit component is respectively with the three-dimensional pile of vertical pipe support RISER7, further, at each module bottom fixed bearing STOOL4 respectively; Wherein sea work industry module HUM3 and life building module LQ5 deadweight is not less than 15% of a whole set of ocean engineering facility gross weight respectively; Bottom extra large work industry module HUM3 and life building module LQ5 heavy die block, fixed bearing STOOL4 traction is installed and drags same side board file layout, the medium-sized module hoisting file of many tools vertical pipe support RISER7 is arranged in the welding of another side board, betwixt, helicopter platform HD6 is arranged between sea work industry module HUM3 and life building module LQ5 for many tools electromechanical appliance MB-BLOCK8, digital device DS-BLOCK9 and submarine pipeline MP10 class small modules dispersion colligation; Be equivalent to a whole set of ocean engineering facility gross weight more than 1.5 times heavy cargo transportation pontoons for hull 1 size of loading and transporting and theory load, hull 1 main deck width is greater than sea work industry module HUM3 or life building module LQ5 maximum width 1.5 times.

Wherein, in sea work industry module HUM3 or life building module LQ5 heavier, that volume is larger module arrangement in hull 1 main deck close to stem position.

Below in conjunction with drawings and Examples, the invention will be further described.

Embodiment: as shown in Figure 1, ultra-large type ocean engineering facility is FPSO gross weight 5665 tons, and be split as a tool sea work industry module HUM3 and close 595 tons, a tool life building module LQ5 closes 1684 tons, bearing STOOL4 totally 21 tools closes 385 tons, comprising 30 ton of 11 tool with 10 tool 15 tons; Helicopter platform HD6 closes 145 tons, comprising 100 tons, HD platform and 45 tons, HD support; Vertical pipe support RISER7 has 7 tools to close 833 tons, and each heavy 107-154 ton is not etc.; Submarine pipeline MP10 totally 9 tools closes 600 tons, wherein 7 ton of one tool, 68-82 ton 8 tool; Electromechanical appliance MB-BLOCK8 totally 4 tools closes 800 tons, and every tool is each heavy 200 tons; Digital device DS-BLOCK9 totally 3 tools closes 45 tons, and every tool is each heavy 15 tons; Pipeline LOOES-PIPE11 in bulk closes 117 tons, and in addition, the various service pipe supports also comprising 10 tool 8-28 tons close 261 tons.

Life building module LQ5 length 43.8 meters, width 20.8 meters, height 21.1 meters.Life building module LQ5 centre distance hull 1 upper deck height 11.42m, distance hull 1 bottom surface 18.92m, distance hull 1 longitudinal midline 6.48m, distance hull 1 stern 74.42m; Be equivalent to more than 11000 tonnes heavy cargo transportation pontoons for hull 1 size of loading and transporting and theory load, parameter comprises: length 127.7 meters, wide 32 meters, the degree of depth 7.5 meters, drinking water 5.1 meters, the speed of a ship or plane 11.5 save.

As shown in Figure 2, life building module LQ5 and sea work industry module HUM3 heavy die block are longitudinally arranged in the hull 1 main deck larboard the same side for loading and transporting, so that landing pier traction drags handling.Helicopter platform HD6 is arranged between sea work industry module HUM3 and life building module LQ5.

Submarine pipeline MP10 at each tool of hull 1 upper deck front and rear, all the other longitudinal dispersions at hull 1 upper deck starboard.

As shown in accompanying drawing 3,4,5, the vertical pipe support RISER7 being fixed on hull 1 starboard tiltedly descends direction to be solid colligation, to obtain actv. lashing angle from outside to inside.Electromechanical appliance MB-BLOCK8 is arranged in by sea work industry module HUM3.Digital device DS-BLOCK9 is arranged in by life building module LQ5.The HD platform that helicopter platform HD6 splits further and two groups, HD support solid are arranged, by erection support STOOL4 bottom terrace part, fixing vertical pipe support RISER7 above this bearing STOOL4, pipeline LOOES-PIPE11 in bulk is arranged in this vertical pipe support RISER7, above vertical pipe support RISER7, fix described HD platform, further above this HD platform, fix HD support.

Life building module LQ5 is welded in the truss plane of bearing STOOL4 top, and the supporting strut 13 bottom this bearing STOOL4 is welded on hull 1 main deck.In addition, bottom this bearing STOOL4, diagonal ligament is installed.Bearing STOOL4 bottom life building module LQ5 and hull 1 upper tween deck cross weld total length are 108 meters, and throat depth is 6 millimeters, longitudinal seam length direction 81.8 meters, and weld seam throat depth is 6 millimeters.

As shown in Figure 6, bearing STOOL4 comprises the corresponding a series of supporting strut 13 of truss 12 and bottom of the plane on top.

Bearing STOOL4 truss uses high strength steel, and requiring yield stress minimum is 355mpa, and supporting strut uses dead-soft steel, requires the yield stress of minimum 235mpa.

As shown in Figure 7, work industry module HUM3 and life building module LQ5 in sea is is laterally loaded and unloaded by hull 1 larboard by trailer or traction winch 2.Certainly, need between hull 1 larboard and discharge quay's embankment to set up slope springboard.Requirement simultaneously, hull 1 berth depth is not less than 12m.Wherein, trailer or traction winch 2 are full circle swinging hydraulic pressure axis vehicle (SPMT).

In aforementioned, the deck on hull 1, bulkhead, and the structure node size such as beam, web, reinforced rib and butt flange on life building module LQ5 is 900*900 millimeter, and the size of critical section element is 100*100 millimeter.

In aforementioned, each module bottom average pressure 206000mpa, average density 7850kg/m ³, Poisson's ratio is 0.3.

In aforementioned, hull 1 bow side installs brace panel, to increase conveying arrangement longitudinal strength, and huge bending moment when can bear shipment, device produced; Same, each ballast tank is installed and is independently noted drainage system, and when can realize loading onto ship, slide rail docks in real time with harbour slide rail and collides with Offshore Platform with avoiding when being independently separated.

In the present embodiment, according to load applications GL-NOBLE pellet ocean guide transport and ABS MODU rule, finite element model uses the program strength analysis of PATRAN & NASTRAN, under simulation transportation condition, the intensity that sea-freight colligation fastening structure bears Design cooling load passes through repeated authentication.

In the present embodiment, 3D technology is used to be lifted by heavy lift carrier large-scale extra large work module and barge rolls and pretends industry and carry out process simulation, for the difference of disparate modules structure, function, the scale of construction and weight, implement heavy lift carrier hoisting transportation simultaneously and draw the two kinds of handling measures dragging barge ro-ro transport, simultaneously, Proposed Shipping Schedule, prestowage planning, ballast water to be regulated and the relevant speciality technical matters such as Stability of Ship calculating and each side are coordinated rolling the problem coordinated in dress operation process, determine final operation scheme.

In the present embodiment, comformability and reliability, there is ship side low, shallow draft, floor space is large, the characteristic flat top barge such as unrestricted navigating area, very be applicable to transporting over-wide, superelevation, overweight main equipment, ship berthing pattern is flexible, and ballast water regulating power is strong, fully can meet large cargo and roll dress and roll the technical need of unloading.Before handling, need according to operation scheme, utilize ship load regulating analog system to roll pretend industry time each operating mode simulate in advance.After simulation meets the demands, according to simulate data, start to carry out ballast water adjustment, barge attitude is met and rolls dress drinking water requirement, carry out all dead works before loading and unloading.Full circle swinging hydraulic pressure axis vehicle (SPMT) coordinates, by the adjustment of barge ballast water and the cooperation of tidewater, barge deck plane remains concordant with harbour face, the function of the Self-loading & self-unloading of the SPMT industry module HUM3 or life building module LQ5 that worked in sea is utilized to be arranged on hull 1 main deck reposefully, behind delivery arrival of ship anchorage, crane barge is utilized to complete the ship-discharging operation of extra large work module.

In aforementioned, hull 1 main deck larboard is by each heavy die block of forward direction successively colligation, require to be spaced from each other between each colligation unit, and connect tractive component with relaxed state betwixt and realize integral structure and keep with good conditionsi combining closely, the strength that so transferable and dispersion is axially rocked instantaneously.

In the present invention, ocean engineering infrastructure modules load comprises, module steel structure, equipment, framework fitting-out, pipeline and machinery, electric and air-conditioning, for ease of loading, all these components all need to settle above deck, wherein, the much equipment being arranged on metope, also need to place in shipment and fix above deck, this perhaps can cause deck deformation, for this reason, need design and reinforce hull 1 main deck intensity, to keep its deflection very little and in allowed band.

Steel structure weight is generated based on material density automatically by NASTRAN software, and uses a some element weights to carry out modeling, can automatically be calculated the loading inertia loading of key element by NASTRAN software, can merge and transfer in loading structure parameter by program.

According to GLND ocean freight guide, adopt default-action standard, based on the formula measuring and calculating dynamic acceleration of the motion of ship that GLND recommends.

According to MODU rule, in all combined load situations, allow that coefficient of performance chooses 0.9, produce based on Feng meter Sai Si stress and perform inspection, results of measuring:

The stress of high strength steel is 355*0.9=319.5mpa.

The stress of dead-soft steel is 235*0.9=211.5mpa.

Generally speaking, prove that the yield stress of all structures is considered to acceptable.

Digital simulation measuring and calculating proves that boats and ships have enough abilities can bear the Secondary Design load of structure.

The general conventional colligation technology that the present invention does not relate to adopts the industry standards such as IMO shipping lashing and securing handbook to perform.

When the present invention works, dockyard should complete comprise structure manufacture, equipment install and building equipment build install, then use transportation pontoon each module is transported to final oil field close on harbour assembling.Most of the time is in open transoceanic sea in transit, and period can be subject to complicated marine environmental conditions material impact, and loading and transporting plan and program must be scientific and reasonable to guarantee that infrastructure modules can arrive safe and sound destination.Sea-freight colligation lashing operation is wherein most important link.

Claims (9)

1. the transoceanic transportation resources of ultra-large type ocean engineering self-contained fractionation module colligation, it is characterized in that, a whole set of ocean engineering infrastructure modules is split as tool sea work industry module HUM (3), one tool life building module LQ (5), one tool helicopter platform HD (6), in addition by equipment, framework fitting-out, pipeline and machinery, electric and air-conditioning is dispensed into many tools electromechanical appliance MB-BLOCK (8) respectively, in digital device DS-BLOCK (9) and submarine pipeline MP (10) module, wherein conduit component is respectively with the three-dimensional pile of vertical pipe support RISER (7), and, at each module bottom fixed bearing STOOL (4) respectively, wherein sea work industry module HUM (3) and life building module LQ (5) deadweight are not less than 15% of a whole set of ocean engineering facility gross weight respectively, bottom extra large work industry module HUM (3) and life building module LQ (5) heavy die block, fixed bearing STOOL (4) traction is installed and drags same side board file layout, the medium-sized module hoisting file of many tools vertical pipe support RISER (7) is arranged in the welding of another side board, betwixt, helicopter platform HD (6) is arranged between sea work industry module HUM (3) and life building module LQ (5) in many tools electromechanical appliance MB-BLOCK (8), digital device DS-BLOCK (9) and submarine pipeline MP (10) class small modules dispersion colligation, be equivalent to a whole set of ocean engineering facility gross weight more than 1.5 times heavy cargo transportation pontoons for hull (1) size of loading and transporting and theory load, hull (1) main deck width is greater than sea work industry module HUM (3) or life building module LQ (5) maximum width 1.5 times.

2. the transoceanic transportation resources of ultra-large type ocean engineering self-contained fractionation module colligation as claimed in claim 1, it is characterized in that, in sea work industry module HUM (3) or life building module LQ (5) heavier, that volume is larger module arrangement in hull (1) main deck close to stem position.

3. the transoceanic transportation resources of ultra-large type ocean engineering self-contained fractionation module colligation as claimed in claim 1, it is characterized in that, bearing STOOL (4) comprises the corresponding a series of supporting strut (13) of truss 12 and bottom of the plane on top.

4. the transoceanic transportation resources of ultra-large type ocean engineering self-contained fractionation module colligation as claimed in claim 1, it is characterized in that, ultra-large type ocean engineering facility is FPSO gross weight 5665 tons, be split as tool sea work industry module HUM (3) and close 595 tons, one tool life building module LQ (5) closes 1684 tons, bearing STOOL (4) totally 21 tools closes 385 tons, comprising 30 ton of 11 tool with 10 tool 15 tons; Helicopter platform HD (6) closes 145 tons, comprising 100 tons, HD platform and 45 tons, HD support; Vertical pipe support RISER (7) has 7 tools to close 833 tons, and each heavy 107-154 ton is not etc.; Submarine pipeline MP (10) totally 9 tools closes 600 tons, wherein 7 ton of one tool, 68-82 ton 8 tool; Electromechanical appliance MB-BLOCK (8) totally 4 tools closes 800 tons, and every tool is each heavy 200 tons; Digital device DS-BLOCK (9) totally 3 tools closes 45 tons, and every tool is each heavy 15 tons; Pipeline LOOES-PIPE (11) in bulk closes 117 tons, and in addition, the various service pipe supports also comprising 10 tool 8-28 tons close 261 tons; Life building module LQ (5) length 43.8 meters, width 20.8 meters, height 21.1 meters; Life building module LQ (5) centre distance hull (1) upper deck height 11.42m, distance hull (1) bottom surface 18.92m, distance hull (1) longitudinal midline 6.48m, distance hull (1) stern 74.42m; Be equivalent to more than 11000 tonnes heavy cargo transportation pontoons for hull (1) size of loading and transporting and theory load, parameter comprises: length 127.7 meters, wide 32 meters, the degree of depth 7.5 meters, drinking water 5.1 meters, the speed of a ship or plane 11.5 save; Life building module LQ (5) and sea work industry module HUM (3) heavy die block are longitudinally arranged in hull (1) the main deck larboard the same side for loading and transporting, so that landing pier traction drags handling, helicopter platform HD (6) is arranged between sea work industry module HUM (3) and life building module LQ (5).

5. the transoceanic transportation resources of the ultra-large type ocean engineering self-contained fractionation module colligation as described in claim 1,2 or 3, it is characterized in that, submarine pipeline MP (10) at each tool of hull (1) upper deck front and rear, all the other longitudinal dispersions at hull (1) upper deck starboard.

6. the transoceanic transportation resources of the ultra-large type ocean engineering self-contained fractionation module colligation as described in claim 1,2 or 3, it is characterized in that, the vertical pipe support RISER (7) of being fixed on hull (1) starboard tiltedly descends direction to be solid colligation, to obtain actv. lashing angle from outside to inside.

7. the transoceanic transportation resources of the ultra-large type ocean engineering self-contained fractionation module colligation as described in claim 1,2 or 3, it is characterized in that, it is other that electromechanical appliance MB-BLOCK (8) is arranged in sea work industry module HUM (3), and it is other that digital device DS-BLOCK (9) is arranged in life building module LQ (5).

8. as claim 1, the transoceanic transportation resources of the ultra-large type ocean engineering self-contained fractionation module colligation described in 2 or 3, it is characterized in that, the HD platform that helicopter platform HD (6) splits further and two groups, HD support solid are arranged, by erection support STOOL (4) bottom terrace part, at this bearing STOOL (4) top fixing vertical pipe support RISER (7), pipeline LOOES-PIPE (11) in bulk is arranged in this vertical pipe support RISER (7), at the fixing described HD platform in vertical pipe support RISER (7) top, further above this HD platform, fix HD support.

9. the transoceanic transportation resources of the ultra-large type ocean engineering self-contained fractionation module colligation as described in claim 1,2 or 3, it is characterized in that, life building module LQ (5) is welded in the truss plane of bearing STOOL (4) top, the supporting strut (13) of this bearing STOOL (4) bottom is welded on hull (1) main deck, in addition, this bearing STOOL (4) bottom is provided with diagonal ligament.