CN205872396U - Semi -submerged formula platform - Google Patents
Semi -submerged formula platform Download PDFInfo
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- CN205872396U CN205872396U CN201620762505.6U CN201620762505U CN205872396U CN 205872396 U CN205872396 U CN 205872396U CN 201620762505 U CN201620762505 U CN 201620762505U CN 205872396 U CN205872396 U CN 205872396U
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- offshore platform
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Abstract
The utility model provides a semi -submerged formula platform, including flotation pontoon, deck structure, support the multiunit combination formula stand between flotation pontoon and deck structure, combination formula stand includes two at least root stands and is located heave plate or the connecting rod between the sub - stand. The utility model discloses a be about to original big stand to platform column's transformation and trade to the combination formula stand including two at least root stands, reduced the construction degree of difficulty and the requirement to building place, equipment of platform, simultaneously, through addding heave plate or connecting rod structure, increased the additional mass and the damping of platform, improved hanging down of platform and swung motion performance.
Description
Technical field
This utility model belongs to marine oil and gas exploitation field, particularly relates to a kind of semi-submersible offshore platform.
Background technology
In recent years, along with the raising of offshore oil drilling ability, increasing deep water is found with ultra-deep-water oil gas field.
Select which kind of ocean platform that oil gas field is exploited, be the problem that should first consider during oil and gas development.Existing ocean
In platform, the key operation ability such as bottom-supported platform, gravity platform, jacket platform, jack-up unit is neritic province domain, and
Tension leg platform (TLP) (Tension Leg Platform is called for short TLP), SPAR, Floating Production storage unloading system (Floating
Production Storage Offloading, be called for short FPSO) and semisubmersible platform (Semi-submersible) be future
Main force's facility in deep-sea oil gas exploitation.Wherein, semisubmersible platform have that operating water depth scope is wide, water plane area is little, opposing
Stormy waves ability is strong, floor space and the advantage such as changing load is big.
The structure of tradition semisubmersible platform includes floating drum, and floating drum supports four root posts, and column apical support has deck to tie
Structure, floating drum is parallel with deck structure.But the column of semisubmersible platform is a large cylindrical or square structure at present, to build the side
Area and construction equipment (such as loop wheel machine elevating capacity etc.) require height, constructional difficulties, and the small waterplane area of semisubmersible platform
Feature also cause it to hang down to swing response performance poor, need to improve.
Utility model content
In order to solve the technical problem swinging response performance difference huge, vertical of semisubmersible platform build in prior art, this practicality
Novel proposition one semi-submersible offshore platform, build to provide one to be prone to, hydrodynamic performance excellent, especially hanging down, to swing performance good
Good semisubmersible platform.It is achieved through the following technical solutions:
A kind of semi-submersible offshore platform, including floating drum, deck structure, many groups be supported between floating drum and deck structure stand
Post, described column is combined vertical pole, and combined vertical pole includes at least two root columns.
Preferably, the quantity of described combined vertical pole is four groups, and often group combined vertical pole includes 4 root columns, sub-column
Arrange rectangular.
Preferably, one or more layers is installed between described four root columns often organizing combined vertical pole and is parallel to deck knot
The heave plate of structure or connecting rod.
Preferably, described floating drum includes the first floating drum and the second floating drum be arrangeding in parallel with the first floating drum, two floating drums etc.
Big and be body structure, two groups of four groups of combined vertical poles are arranged on the first floating drum, and other two groups corresponding are arranged on the
On two floating drums.
Preferably, also including four horizontal braces, the two ends of four horizontal braces are connected to the first floating drum and second
Between the sub-column that floating drum is oppositely arranged, described horizontal brace is vertical with the first floating drum and the second floating drum.
Preferably, the inside of the first floating drum and the second floating drum is the subdivision structure with some chambers.
Preferably, described sub-column is cuboid, column cylindric, oval.
Preferably, height and the diameter of described each sub-column are the most identical.
This utility model has the advantage that relative to prior art: this utility model is by will to the transformation of platform column
Original big column is changed to include the combined vertical pole of at least two root columns, reduces the construction difficulty of platform and to building field
Ground, the requirement of equipment;Meanwhile, by setting up heave plate or bar linkage structure, add additional mass and the damping of platform, improve
The heaving performance of platform.
Accompanying drawing explanation
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, the accompanying drawing in describing below is
Embodiments more of the present utility model, for those of ordinary skill in the art, in the premise not paying creative work
Under, it is also possible to other accompanying drawing is obtained according to these accompanying drawings.
Fig. 1 is the structural representation of this utility model semi-submersible offshore platform;
Fig. 2 is the structural representation of combined vertical pole.
Respectively figure: 1-deck structure;2-combined vertical pole;3-heave plate;4-horizontal brace;21-column A;22-
Column B;23-column C;24-column D;51-the first floating drum, 52-the second floating drum.
Detailed description of the invention
The utility model is described in further detail below in conjunction with the accompanying drawings.
With reference to Fig. 1, this utility model semi-submersible offshore platform includes floating drum, is positioned at the deck structure 1 above floating drum, and
The combined vertical pole 2 being supported between floating drum and deck structure 1, combined vertical pole 2 of the present utility model includes at least two roots
Column: this utility model is by being changed to include the group of at least two root columns by original big column to the transformation of platform column
Box-like column, reduces the construction difficulty of platform and to build the side, the requirement of equipment.Described deck structure be combined formula stand
Post is supported, and is used for bearing top equipment load etc..
In order to reduce the construction difficulty of platform further and reduce build the side and the requirement of equipment, the present embodiment group
The quantity of box-like column 2 is four groups, and often group combined vertical pole 2 includes four root columns, the most sub-column A21, sub-column
The arrangement of B22, sub-column C23, sub-column D24, four root column is rectangular.Additionally, the present embodiment often organizes the son of combined vertical pole 2
Column quantity can also be three, or multiple.This four roots stem height can be identical with diameter.
In order to increase additional mass and the damping of platform, improve the heaving performance of platform, the often group group of the present embodiment
One or more layers heave plate 3 being parallel to deck structure, the 4 of heave plate 3 are installed between four root columns of box-like column 2
Individual angle can be tangential on the outer wall of four root columns.The sub-column of the present embodiment is cylindrical-shaped structure, it is also possible to for rectangular-shaped
Or ellipse column.In addition it is also possible to be provided with connecting rod between four root columns, owing to bar linkage structure is prone to the imagination, therefore in accompanying drawing
Not shown.
Floating drum of the present utility model can be a rectangle floating drum, is respectively provided with one group of combination type at the corner on floating drum end face
Column 2, additionally, the floating drum of the present embodiment is arranged to include the first floating drum 51 and second floats with what the first floating drum 51 be arranged in parallel
Cylinder 52, two floating drums etc. are big and are body structure, facilitate the construction of floating drum.Meanwhile, the two ends end face of each floating drum divides
Not being provided with two groups of combined vertical poles 2, two groups of combined vertical poles 2 are correspondingly arranged.In order to adjust the stability of whole ocean platform, this
First floating drum 51 of embodiment and the inside of the second floating drum 52 are the subdivision structure with some chambers.
For being further ensured that structural strength and the ability of opposing wave horizontal separation power, this reality of semisubmersible platform entirety
The horizontal brace 4 executing example is arranged between sub-column, i.e. the horizontal brace 4 of the present embodiment includes four, four horizontal braces
Two ends are connected between the sub-column that the first floating drum 51 and the second floating drum 52 are oppositely arranged, and horizontal brace 4 is with floating
Cylinder is vertical relation.Additionally, horizontal brace 4 can also be arranged between the first floating drum 51 and the second floating drum 52.
Above example is only in order to illustrate the technical solution of the utility model, rather than is limited;Although with reference to front
State embodiment this utility model has been described in detail, for the person of ordinary skill of the art, still can be right
Technical scheme described in previous embodiment is modified, or wherein portion of techniques feature is carried out equivalent;And these
Amendment or replace, do not make appropriate technical solution essence depart from this utility model technical scheme required for protection spirit and
Scope.
Claims (8)
1. a semi-submersible offshore platform, including floating drum, deck structure, many groups be supported between floating drum and deck structure stand
Post, it is characterised in that described column is combined vertical pole, described combined vertical pole includes at least two root columns.
Semi-submersible offshore platform the most according to claim 1, it is characterised in that the quantity of described combined vertical pole is four
Group, often group combined vertical pole includes 4 root columns, and the arrangement of sub-column is rectangular.
Semi-submersible offshore platform the most according to claim 2, it is characterised in that described four roots often organizing combined vertical pole
One or more layers heave plate being parallel to deck structure or connecting rod is installed between column.
Semi-submersible offshore platform the most according to claim 3, it is characterised in that described floating drum include the first floating drum and with
The second floating drum that first floating drum be arranged in parallel, two floating drums etc. are big and are body structure, two groups of settings of four groups of combined vertical poles
On the first floating drum, other two groups of corresponding being arranged on the second floating drum.
Semi-submersible offshore platform the most according to claim 4, it is characterised in that also include four horizontal braces, four water
Between the sub-column that the two ends of flat stull are connected to the first floating drum and the second floating drum is oppositely arranged, described horizontal brace and the
One floating drum and the second floating drum are vertical.
6. according to the semi-submersible offshore platform described in claim 4 or 5, it is characterised in that the first floating drum and the second floating drum interior
Portion is the subdivision structure with some chambers.
Semi-submersible offshore platform the most according to claim 6, it is characterised in that described sub-column be cuboid, cylindric,
Oval column.
Semi-submersible offshore platform the most according to claim 7, it is characterised in that the height of described each sub-column and diameter
The most identical.
Priority Applications (1)
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CN201620762505.6U CN205872396U (en) | 2016-07-19 | 2016-07-19 | Semi -submerged formula platform |
Applications Claiming Priority (1)
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CN201620762505.6U CN205872396U (en) | 2016-07-19 | 2016-07-19 | Semi -submerged formula platform |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111374079A (en) * | 2020-03-18 | 2020-07-07 | 吴常文 | Movable management platform for bottom-sitting type columnar deep and far sea pasture |
-
2016
- 2016-07-19 CN CN201620762505.6U patent/CN205872396U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111374079A (en) * | 2020-03-18 | 2020-07-07 | 吴常文 | Movable management platform for bottom-sitting type columnar deep and far sea pasture |
CN111374079B (en) * | 2020-03-18 | 2021-09-21 | 吴常文 | Movable management platform for bottom-sitting type columnar deep and far sea pasture |
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