CN100431915C - Cylindrical hull structural arrangement - Google Patents
Cylindrical hull structural arrangement Download PDFInfo
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- CN100431915C CN100431915C CNB2006100092954A CN200610009295A CN100431915C CN 100431915 C CN100431915 C CN 100431915C CN B2006100092954 A CNB2006100092954 A CN B2006100092954A CN 200610009295 A CN200610009295 A CN 200610009295A CN 100431915 C CN100431915 C CN 100431915C
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Abstract
An improved floating circular hull construction arrangement. The hull is divided into sections by watertight flats. The flats are stiffened with angles or bulb tees curved to form concentric circles that are in turn supported by the radial girders spaced around the flats and spanning between the inner and outer-shells. In each section, longitudinal girders spaced radially around the inside of the outer-shell terminate at the flats and attach to the flats and do not penetrate the flats. The longitudinal girders are attached to flats aligned with the locations of the radial girders that extend across the flats to the inner and outer shells. A panel stiffening arrangement on the inner circumference of the outer shell is attached to the outer shell and the longitudinal girders. Longitudinal girders spaced around the outer circumference of the inner shell extend along the length of the inner shell and are attached to the radial girders. With the inner and outer longitudinal girders connected to the radial girders, moment resisting frames are created that are arranged radially in each compartment. These frames stiffen the individual girders as well as balance the differential axial loadings in the inner shell and outer shell surfaces. The compartments are assembled with the sections in a vertical orientation to minimize self-weight distortion during erection and to provide direct access with shop cranes during assembly of the full sections. The completed sections are rotated to the horizontal to be joined to the other sections to form a complete cylinder.
Description
Related application
The application relates to and requires the rights and interests of the provisional application serial number of submitting on February 22nd, 2,005 60/654,994.
Technical field
Present invention relates in general to floating offshore structure, relate to the cylindrical shape part of cylindrical shell or housing more specifically.
Background technology
The floating system of various ways is used in offshore oil and gas industry, so that " platform " to be provided, from this platform in depth of water boring with produce hydro-carbon, for this depth of water, fixing platform, drilling rig at sea and other system that sets up the bottom be more uneconomic or technical be infeasible.Be used for the prevailing floating system of these purposes and be cylindrical bar (Spars), tension arm post platform (TLPs), can half water-immersed platform (Semis) and traditional bridge shape structure (Ships).All these systems use the brace panel structure of certain form, to form their housing.From broadly, the present invention is applied to those systems generally, or the wherein brace panel of those systems partly is columnar all parts.Additional aspect of the present invention especially is applied to the bench section and is circular cylindrical shell.Cylindrical shell is the prevailing feature of the arm post (pillar) of Spas, single-column TLPs and Semis.
In the prior art, structural arrangement and assemble method are based on the ship design practice of development for many years.In these systems, the smaller parts of using structure angle for example or round end tee-steel at first usually is along columnar longitudinal reinforcement coverboard or structure top layer.To form the whole cylinder of these reinforcements that have the line of centers that is parallel to cylinder or a section of cylinder at this plate that a direction is reinforced then.No matter this shape is crooked or flat sides, all uses truss (girder) or framework perpendicular to these longitudinal reinforcers that drum is locked in the appropriate location.These frameworks are positioned at interval uniformly, are limited to acceptable distance with the span with all reinforcements.Can use as the designer determined in the middle of supporter shorten the span of these truss or framework self so that replace making and be used for than the big truss of long span or framework and optimal design by selecting to make additional supporter.
The spacing of all longitudinal reinforcers is being used to be welded to desired minor increment of passage (about 22 to 26 inches) and (2) thickness of shell between this all reinforcement of body skin and is being used for balance between the crooked reinforcement spacing of checking of plate based on (1).For the inspection carried out in using feeds perpendicular to all frameworks of reinforcement or separately at least four feet of truss, until eight feet, this depends on how design engineer selects the balance of reinforcement size and truss space.
As all floating systems, cylindrical shell is divided into all cabins to water-stop, with the damage (submergence) that adapts to specific quantity, and can not sink or topple.Except adopt one group than the cylinder of minor diameter to produce many its special-purpose patterns of Spar principle of subdivision, all parts of cylindrical shell are divided into all cabins by flat board and the bulkhead to water-stop.Because these housings have cylinder, the floating ship hull of these cylinders and level more in use is vertical floating, so these terms can have some different implication in the Spar housing.In the cylindrical shell of Spars, TLPs and other deep draft, dull and stereotyped bulkhead is parallel to these reinforcements perpendicular to longitudinal reinforcer, and they are relative in ship.The term of Spars and other container that has vertical orientated cylindrical shape part will be used as be used for to narration in this article.
The longitudinal reinforcer that prior art is shifted from ship design practice be manufactured into structurally continuously by or cross flat board, thereby reinforcement is considered to structurally play a role with shell plates when cylinder is not calculated total crooking ability.This is by making reinforcement continuously by flat board or by means of stoping reinforcement, do not arrive flat board and at the both sides additional bracket, to replace the stoping structural continuity that loses in the reinforcement, realizing this structure.When reinforcement was dull and stereotyped by one, the hole in flat board must be sealed, so that keep dull and stereotyped fluid-tight integraty.When reinforcement does not pass through flat board, must add a large amount of carriages, these carriages must be crossed flat board and axially align.These two kinds of methods are taken a lot of work very much, thereby cost is higher.
In boats and ships, design mainly is subjected to control from the load of longitudinal bending rather than hydrostatic, structurally guarantees this continuity of the reinforcement on the length of housing flat board.1) in vertical orientated, single cylindrical shell, 2) at multi-arm post TLPs and 3) have among the Semis than darker pillar under water of drauht and floating drum, from the load of hydrostatic rather than from many sizes of the Load Control housing structure of longitudinal bending.For these floating systems, the structural continuity of valuable reinforcement like this is not valuable especially in non-ship shell body in ship design.But in the prior art, this basic difference aspect load is not reflected in the design of Spar and similar cylindrical shell.
Fig. 1 and 2 shows the drawing in side sectional elevation of a prior art, cylindrical shape, Spar housing structure layout.The center well that is not had by water logging 100 that flat side is arranged that is shaped as square or rectangle is designed to accommodate the jacking system that rule is arranged.Radially bulkhead 180 connects the corner arrival outer cylindrical housing of center well 100, and extends on the whole height of cylinder.Body skin, center well housing and radially all longitudinal reinforcers 120 of bulkhead housing be continuous and by truss 140, also by cylinder being divided into the flat board 160 in all waterproof cabins.Because all cabins must be fluid-tight, therefore after assembling, must be sealed in setting in dull and stereotyped 160 so that successional any passage of longitudinal reinforcer 120 to be provided.This requires a large amount of labour powers, also owing to a large amount of must increase the danger of leaking by welding sealed zone.
Radially bulkhead 180 produces the very resting point of rigidity for the truss on shell 140.Under the main load that is hydrostatic, these supporters can make these truss play the effect of the bool of crossing over unintentionally between these supporters, under columnar situation, stop them more effectively to work as the ring under being in compressive state.Because truss 140 plays " beam effect " rather than plays gas tight ring, the charge capacity that coverboard bears the liquid static weight in the cylinder also is very big among using, this be since only a part of flat board be the compressed edge (Effective width) of actv. as truss.
The straight flange 200 of center well 100 must cause that under main liquid static weight the truss 140 of center well 100 plays bool.Radially bulkhead 180 only is subjected to the liquid static weight under the situation of being buried in an adjacent cabin, and in this case, truss also plays the effect of the bool of leap between center well shell and shell.All truss that are used for these housings and bulkhead must be positioned at identical horizontal surface, so that their terminal can be captive in together, so that structural continuity to be provided.Therefore, these terminals have the transition phase of bending that interconnects the complexity at place at them.Require these transition phases of taking a lot of work very much reducing " focus " stress in these top load positions, but they only reduce, do not remove, the numerical value of these stress.Therefore, in the truss plate, comprise the additional insertion plate of taking a lot of work usually, remaining focus stress is reduced to the numerical value under the admissible stress.Additional " release carriage " 220 (the not connection template lateral support in a plane that is used for truss) is to support that truss prevents the tension force bending.
The layout that is used for the structural framing of cylindrical shell in the prior art directly influences about the design of manufacturing sub-component and the setting of whole housing.In the prior art of Spar housing, cylindrical vessel (have radially bulkhead) on the plane and vertically (having flat board) be divided into all section (all sub-components).In anchor clamps, make these parts of cylinder in advance, transport to last assembling building site then, there they are linked together, form all section of whole circle.Usually these sub-components of structure on their side make shell consistent with the curvature of anchor clamps or mould with the main weight of section of using.In the status early that structure is finished, pull down these sub-components and rotate 180 degree,, and then rotate so that be connected to become the housing cylinder that on its side, assembles so that finish the pre-assy on shell from anchor clamps.For the cylindrical shape post vertical assembling usually of Semis and TLPs, and about the floating drum cylinder of Semi ' s with about the common level assembling of the cylinder of Spars.When by make supporter a side support they the time stack-mounted cylinder require very rigidity of all sub-components, the unacceptable distortion of the bottom when avoiding on the bottom additional other parts.Rigidity very naturally when though these parts are made for quadrntnt in anchor clamps, thus be suitable for bearing load from horizontal assembly, and this rigidity is not suitable for alerting ability that all parts are assembled together.Consequently be created in the contradiction of erectting operable rigid requirement aspect and dead work, complexity assembling process.
Summary of the invention
The present invention overcomes all shortcomings in the known technology by the load route that provides better simply structure and change in main structure to use obsolete load-carrying capacity in flat board in the known technology.
The invention provides improved floating round casing structural arrangement.All flat boards by watertight packing are divided into all section with housing.In each section, all longitudiual truss that radially separate around the inboard of body skin stop before arriving flat board and at the flat board place, do not run through dull and stereotyped.One end of this all longitudiual truss is connected in and crosses the dull and stereotyped all radially truss that arrive interior and body skin that extend, and all other ends are connected in all flat boards, directly align with all radially truss.Plate additional strengthening on the inner periphery of shell is connected in shell and all longitudiual truss.The all longitudiual truss that separate around the excircle of inner casing extend along the length of inner casing, and with shell on the same way as of all longitudiual truss be connected in all radially truss and flat board.Strengthen all flat boards by being bent to form all concentrically ringed angle steel or round end tee-steel, all flat boards are again by centering on that all flat boards separate and crossing over all radially truss support between interior and shell.Assemble all cabins in vertical direction with all circle segments, make the distortion minimum that own wt causes during erectting.Rotate all circle segments of being finished and arrive level attitude,, form a complete cylinder to be connected with other all section.
Especially many features have been indicated with claims of a part appended and that form this disclosure for the novelty of characteristics of the present invention.In order to understand the present invention better and by its cost benefit that use obtained, will be referred to form this disclosure a part, wherein show the accompanying drawings and description part of a preferred embodiment.
Description of drawings
In this accompanying drawing that forms a part of wanting specification sheets, the identical label in the accompanying drawing is represented identical or cooresponding part, in the accompanying drawings:
Fig. 1 and 2 shows the sectional elevation of arranging at differing heights place prior art housing.
Fig. 3 shows according to cylindrical shell of the present invention.
Fig. 4 shows according to cylindrical shape section of the present invention.
Fig. 5 and 6 shows sectional elevation of the present invention.
Fig. 7 shows by longitudiual truss and the radial frame that is used for a cabin formed of truss radially.
Fig. 8 shows the part of the reinforcement of the body skin between two flat boards.
Fig. 9 shows in the longitudiual truss at shell and center well shell place and the detailed structure of truss radially.
The assembling that Figure 10 A and 10B show shell longitudiual truss and the flat board in cabin and a cabin are connected with another cabin.
Figure 11 shows and has the complete cabin that is in the whole enhancing structures in the appropriate location.
The specific embodiment
Fig. 3 be used for the below open wide framework or truss support part 12 bonded assemblys, according to the lateral plan of cylindrical shell 10 of the present invention.At U.S. Patent number 5,558, disclosed the combination of floating upper shell and the framework that opens wide in 467.The outside of housing 10 has and the identical outward appearance of floating housing of constructing according to known technique.Structural arrangement of the present invention has been shown in Fig. 4-11.Housing 10 is formed by the end-to-end a plurality of cylindrical sections that interconnect basically.Except the size of some INT COMP of the depth of water that depends on each section, see that from engineering terms the inner structure of each section is basic identical.Though the floating housing of cylindrical shape can form by all section with different inner structures, consider preferably to utilize identical inner structure pattern to form all sections from cost and efficient.
Consider above structure choice, the principle of the invention relate at least one section of housing 10 and preferably all sections form by a flat plectane 221, all reinforcements 223, all radially truss 228, inner casing 222, all longitudiual truss 224, shell 225, all longitudiual truss 227 and the second plate ruggedized construction 226 with central, circular breach 219.
Flat plectane 221 (Fig. 5 and 6) is formed by a plurality of metal pieces or by a big metal piece cutting forming.Flat plectane 221 is positioned at and is suitable for constructing on all supporters of shell section.Flat plectane has central, circular breach 219, and can be provided with second circumferential notch 231 that is used to enter axle 232.Preferably bend to plate 221 concentric all reinforcements 223 (Fig. 5,7,9,11) and be positioned on the plate 221, and by any proper method, for example manual or tracking or semi-automatic welding gear are welded in the appropriate location.This has produced in vertical direction and has crossed all radially advantages of all reinforcements of truss, and it makes all reinforcements be easy to be welded to all radially truss.Another advantage of using crooked reinforcement is to equate in dull and stereotyped all spans between all reinforcements and between all reinforcements and inside and outside housing.Preferably all parts with all reinforcements 223 are arranged to make the 223 needed all connections of formation one bonded assembly reinforcement radially not overlapping.The radially truss 228 that is provided with the space of the opening that is used to admit reinforcement 223 is positioned at plate 221, and is welded in plate 221 and reinforcement 223.Radially truss 228 is preferably provided with a flange at the edge that is rigidly connected in this truss, is used to reinforce purpose.When determining by the builder, tubulose is entered axle 232 be placed in second circumferential notch 231, and be welded in dull and stereotyped 221 and truss 228 radially accordingly, so that between axle and flat board, form fluid-tight sealing, and in use support the weight that enters spool.
In order to be easy to enter, preferably before finishing shell 225, to form inner casing 222, and be connected in dull and stereotyped 221.
The Metal Cutting that will form inner casing 222 is become all section, cut into the length (common 1/8 to 1/3) of a part of circumference of rolling plate and preferably the height (width).This part height and the circumference of shell section will depend on the builder.This metal piece machinework is rolled onto the circumferential size of inner casing, and is placed on the anchor clamps mould that mates with inner casing curvature.If desired, additional metal piece is placed on this anchor clamps mould, and weld together, to form the height of a shell section.Then all longitudiual truss 224 are placed on this metal piece, and are welded in the appropriate location, form all the other all sections of inner casing in a similar manner.
The end near dull and stereotyped 221 with all ends of inner casing is erect this inner casing, and all longitudiual truss 224 align with all radially truss 228, and aligns with vertical with flat board 221, and this shell section is welded in flat board, to form fluid-tight sealing.Also all longitudiual truss 224 are welded in all radially truss 228.Make all the other all sections of inner casing to locate and be welded in the appropriate location in a similar manner, to finish inner casing.Make all section of the formation inner casing to be stitched together by welding, with the fluid-tight sealing of shape.
The metal sheet that will form shell 225 is cut into all section, and this all section preferably is joined together to form a plate, cuts into height and a part of circumference (common 1/8 to 1/3) of whole shell section or partial shell section.All longitudiual truss 227 can be placed and are welded in the appropriate location, metal sheet is in the flat position simultaneously.All longitudinal components of the second plate ruggedized construction 226 also can be located and be welded in the appropriate location this moment.The upper and lower limit of this metal sheet is placed in the anchor clamps mould, and this anchor clamps mould has the required curvature of shell.Firmly or not the weight of this plate of subsidiary load does not make this plate form the curvature of shell on anchor clamps hardly.To follow then shell inside circumference (as Fig. 8 clearly shown in) all parts location of the second plate ruggedized construction 226 and being welded in the appropriate location.
The outer peripheral end near dull and stereotyped 221 with all ends of the part of shell is erect the part of this shell, and makes all longitudiual truss 227 align with all radially truss 228 (Figure 10 A and 10B).This metal sheet is welded to flat board, forming fluid-tight sealing, and all longitudiual truss 227 is welded to all radially truss 228.All the other all sections of forming shell are located and are welded in the appropriate location.To form all section of shell by welding and be stitched together, form fluid-tight sealing.Figure 11 shows a shell section of finishing.
When the builder thinks for this structure when needing and at whenever additional name shell side plate or the inner annex that enters ladder when the most effective, in preproduction and setting order to manufacture process.
For a section of housing being connected in contiguous one section, between interior and body skin, place the interim setting supporting assembly (not shown) that is similar to the spoke on the independent wheel at the place, end relative with flat board.The section that is configured is positioned on the slide rail and is rotated, so that the longitudinal axis of this shell section is horizontal, and is placed with near the previous shell section of constructing that also is horizontal.The end that has dull and stereotyped all shell sections is placed with the end that interim supporting assembly is arranged of close adjacent housings section.These two sections are moved together, then with shell, inner casing with enter axle housing plate weld together.This process repeatedly is to form required housing.
The invention provides some advantages.
According to only having, except that going up most the chamber, fully phased out radially bulkhead by all dull and stereotyped 221 cylinders of separating.Separate these chambers is the orientation that so-called flat board or bulkhead depend on the cylinder in the use.In this was discussed, we related to the separation perpendicular to the cylinder axis, were all parts of the axis that " vertically " is parallel to cylinder thereby relate to.
Utilize structural arrangement to strengthen the coverboard of inside and outside housing 222,225, main reinforcement is all truss 224,227 of longitudinal crossing between all dull and stereotyped 221 in this structural arrangement, and this all dull and stereotyped 221 is positioned to housing is subdivided into all cabins.These longitudiual truss 224,227 carry out two radical functions, will directly be sent to all dull and stereotyped 221 and directly increase all coverboards and bear line shaft each shell section to the ability of load from its add-in card additional strengthening 226 collected load of shell plates and angle steel and adapter ring/truss.
It is significantly different that this structure that is used for cylinder and traditional additional strengthening form, and uses all rings and the annular frame that is arranged in all planes that are parallel to flat board/bulkhead in conventional confguration, to collect from the load of coverboard and add-in card additional strengthening.In ring framework scheme, the external load of being collected by the ring framework on coverboard crosses and center on each ring frame height distribution, and is relative irrelevant with adjacent ring frame height or the load on the flat board.In the prior art, dull and stereotypedly replace wherein requiring subdivision so that the main load on flat board simply from ring framework perpendicular to the hydrostatic of each planar surface.
In longitudiual truss structure of the present invention, by add-in card additional strengthening 226 or direct external load from coverboard collection coverboard, be similar to prior art substantially, but, not and dull and stereotyped 221 truss 224,227 that act on individually, by truss external plates load directly is sent to dull and stereotyped 221 in the each end of these truss 224,227.Load in all ends of truss 224,227 is significant, but dull and stereotyped 221 have inherently about bearing the very big ability of the load in their plane of brace panel.By all flat boards of in the general construction scheme, strengthening in conjunction with cylinder, all dull and stereotyped 221 very big reserve power (not using in the prior art) in horizontal surface is at cost seldom or do not employed under the situation of fringe cost, and not influencing all dull and stereotyped 221 segmentation housings from the increment load of truss 224,227 simultaneously becomes all cabins and the ability of bearing related hydrostatic design load.
In the solution of the present invention, each end of each longitudiual truss 224,227 with direct on the truss 224,227 or under flat board 221 on radially truss 228 align.By the simple connection 238 shown in the accompanying drawing, longitudiual truss 224,227 combines the structural framing 230 that forms the bending resistance square with truss 228 radially, and this structural framing is evenly radially being orientated in the figure around each chamber.
Between all longitudiual truss 224,227, wittingly is not that structure on continuously cross dull and stereotyped 221 mode terminate in dull and stereotyped 221 surface or dull and stereotyped 221 before with reinforcement 226 along vertical add-in card additional strengthening (angle steel or round end tee-steel) 226 of outer cover length.This has eliminated on each side of flat board and has run through dull and stereotyped to produce the actual conditions of structural continuity with reinforcement or additional bracket.Thereby, make the function of reinforcement 226 work specially with increase the crooking ability of body skin, do not have be distributed to cylinder 222 zone, effective bench section to bear axially and the additional function of flexure stress.Only by longitudiual truss 224,227 increase coverboards axially and crooking ability, only have a special function be crooked reinforcement, by means of do not need to align they and make their structures cross each flat board 221 continuously, simplified the manufacturing of reinforcement 226 significantly.
Our (covered) center well 218 of opening of bottom is circular, rather than rectangle, bulkhead radially not, and its coverboard under floating line is freely, always acts among the tension force from the hydrostatic load that is included in in-to-in water.Use the longitudiual truss 224,227 on this housing to realize radial frame and guaranteed that center well has significant additional crooking ability.
All main couples vertically are set have some advantages:
1) bigger " in the plane " ability of use obsolete in the prior art dull and stereotyped 221 is to bear and to be equilibrated at the outside liquid basic load on each shell section.This directly causes more effectively using steel.
2) it is straight allowing main couple, rather than crooked or part is crooked.These straight truss can have along the different depth of their length, to adapt to different load, for example with the hydrostatic load of change in depth.The straight truss of uniform depth or varying depth is cost actv. more than crooked truss of the prior art making and surmounting aspect the plane earth support.
3) straight truss is easier to analyze and design.
4) by producing bending resistance square framework and not having the prior art of these frameworks relatively to have some advantages in that the radially truss 228 of longitudiual truss 224,227 on dull and stereotyped 221 being alignd.
A. with " pin end " truss relatively, fixedly give their bigger abilities for any certain truss size, this end of truss in framed structure and bear flexural load.
B. longitudiual truss becomes the actual continuously and not flat board that runs through on the structure.This continuity allows these truss to help coverboards to bear line shaft in the cylinder to load, and does not need to close at a large amount of through hole in the flat board.
C. all reinforcements of locating these radial frame in each chamber combine to bear the main portion of the axial shearing in the cylinder that is present between center well shell and the shell.
5) entering dull and stereotyped direct characteristic in the load transfer of all ends place of truss antagonistic force allows these to connect to adopt simple angle seam welding.
Can enter not radially all cabins of bulkhead from the single axle 232 that enters.
The simple shape of truss and other reinforcement be connected the part " focus stress " of in fact having eliminated in this structural system, be general " all insertion plates " in the shell ring stiffener in the prior art thereby cancelled.
Improved alerting ability and the alignment of coverboard before ending at flat board at angle steel on the side that housing splices/housing T shape reinforcement, and improved that to enter into coverboard inner so that weld and check welding about equipment.
Claims (10)
1. floating housing of cylindrical shape, the floating housing of this cylindrical shape is formed by end-to-end link multistage together, and at least one piece housing comprises:
A. a flat plectane that has a central, circular breach;
B. be connected in the reinforcement of a plurality of bendings of described flat plectane;
C. be connected in a plurality of radially truss of described flat plectane and described crooked reinforcement;
D. be connected in an inner casing of the central, circular breach in described flat plectane;
A plurality of first longitudiual truss that e. extend and that radially separate around the excircle of described inner casing along the length of the excircle of described inner casing;
F. be connected in a shell of the excircle of described flat plectane;
G. be connected in the inner periphery of described shell and end at a plurality of second longitudiual truss of described flat plectane and described a plurality of radially truss; And
H. be connected in the inner periphery of described shell and an add-in card additional strengthening of described second longitudiual truss.
2. according to the floating housing of the described cylindrical shape of claim 1, it is characterized in that described inner casing is to the fluid-tight sealing that is connected to form of described flat plectane.
3. according to the floating housing of the described cylindrical shape of claim 1, it is characterized in that described shell is to the fluid-tight sealing that is connected to form of described flat plectane.
4. according to the floating housing of the described cylindrical shape of claim 1, it is characterized in that, be connected in described a plurality of second longitudiual truss of described shell and align with described a plurality of radially truss on the described flat plectane.
5. according to the floating housing of the described cylindrical shape of claim 1, it is characterized in that described a plurality of second longitudiual truss that are connected in described shell do not run through described flat plectane.
6. according to the floating housing of the described cylindrical shape of claim 1, it is characterized in that described add-in card additional strengthening comprises angle bar.
7. according to the floating housing of the described cylindrical shape of claim 1, it is characterized in that described add-in card additional strengthening comprises the round end tee-steel.
8. floating housing of cylindrical shape, the floating housing of this cylindrical shape is formed by end-to-end link multistage together, and at least one piece housing comprises:
A. a flat plectane that has a central, circular breach;
B. be connected in the reinforcement of a plurality of bendings of described flat plectane;
C. be connected in a plurality of radially truss of described flat plectane and described crooked reinforcement;
D. be connected in the interior central, circular breach of described flat plectane and form fluid-tight leak free one inner casing with an end with described flat plectane;
A plurality of first longitudiual truss that e. extend and that radially separate around the excircle of described inner casing along the length of the excircle of described inner casing;
F. be connected in the excircle of described flat plectane and form fluid-tight leak free one shell with an end with described flat plectane;
G. be connected in the inner periphery of described shell and end at described flat plectane and described a plurality of radially truss and align with described a plurality of radially truss on the described flat plectane and do not run through a plurality of second longitudiual truss of described flat plectane; And
H. be connected in the inner periphery of described shell and an add-in card additional strengthening of described second longitudiual truss.
9. according to the floating housing of the described cylindrical shape of claim 8, it is characterized in that described add-in card additional strengthening comprises angle bar.
10. according to the floating housing of the described cylindrical shape of claim 8, it is characterized in that described add-in card additional strengthening comprises the round end tee-steel.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US65499405P | 2005-02-22 | 2005-02-22 | |
| US60/654,994 | 2005-02-22 | ||
| US11/214,069 | 2005-08-29 |
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| Publication Number | Publication Date |
|---|---|
| CN1824573A CN1824573A (en) | 2006-08-30 |
| CN100431915C true CN100431915C (en) | 2008-11-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNB2006100092954A Active CN100431915C (en) | 2005-02-22 | 2006-02-21 | Cylindrical hull structural arrangement |
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| CN104831980B (en) * | 2015-05-25 | 2017-09-01 | 南通中远船务工程有限公司 | A kind of special pylon of semisubmersible drilling platform and installation method |
| CN109229280B (en) * | 2018-10-23 | 2023-05-02 | 福州大学 | Reinforcing structure of ocean buoy and reinforcing method thereof |
| CN110466493B (en) * | 2019-08-22 | 2021-01-08 | 中船黄埔文冲船舶有限公司 | Hovercraft engine paddle tower structure and machining method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1430986A (en) * | 1973-05-15 | 1976-04-07 | Vickers Ltd | Floatable vessel |
| US4702321A (en) * | 1985-09-20 | 1987-10-27 | Horton Edward E | Drilling, production and oil storage caisson for deep water |
| US20040028479A1 (en) * | 2002-08-07 | 2004-02-12 | Horton Edward E. | Vertically restrained centerwell SPAR |
-
2006
- 2006-02-21 CN CNB2006100092954A patent/CN100431915C/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1430986A (en) * | 1973-05-15 | 1976-04-07 | Vickers Ltd | Floatable vessel |
| US4702321A (en) * | 1985-09-20 | 1987-10-27 | Horton Edward E | Drilling, production and oil storage caisson for deep water |
| US20040028479A1 (en) * | 2002-08-07 | 2004-02-12 | Horton Edward E. | Vertically restrained centerwell SPAR |
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| CN1824573A (en) | 2006-08-30 |
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