CN204452867U - The prefabricated composite material above water platform of a kind of floating type - Google Patents
The prefabricated composite material above water platform of a kind of floating type Download PDFInfo
- Publication number
- CN204452867U CN204452867U CN201520152590.XU CN201520152590U CN204452867U CN 204452867 U CN204452867 U CN 204452867U CN 201520152590 U CN201520152590 U CN 201520152590U CN 204452867 U CN204452867 U CN 204452867U
- Authority
- CN
- China
- Prior art keywords
- station
- operator
- spud pile
- composite material
- mounting hole
- 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
- 239000002131 composite material Substances 0.000 title claims abstract description 33
- 238000007667 floating Methods 0.000 title claims abstract description 29
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 25
- 239000004568 cement Substances 0.000 claims abstract description 14
- 239000004567 concrete Substances 0.000 claims abstract description 10
- 239000004033 plastic Substances 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 238000013461 design Methods 0.000 abstract description 4
- 239000004574 high-performance concrete Substances 0.000 abstract description 4
- 230000007797 corrosion Effects 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000013535 sea water Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses the prefabricated composite material above water platform of a kind of floating type, includes operator's station and spud pile, operator's station is provided with mounting hole, and described operator's station is fixed on described spud pile by mounting hole, and described spud pile is arranged in described mounting hole; Operator's station is composite structure, and described operator's station is inner equally spaced is provided with multiple buoyancy tank, wraps up uniformly and is provided with cement concrete, form the operator's station of square structure in the outside of described buoyancy tank.Operator's station is made up of buoyancy tank and high performance concrete, and owing to adopting composite structural design, operator's station has light weight, feature that load-bearing is large, and by the advantage of high performance concrete, has stronger durability, ensure the service life of service platform.
Description
Technical field
The utility model relates to a kind of marine operation service platform, particularly relates to the prefabricated composite material above water platform of a kind of floating type.
Background technology
At present in civil engineering construction field, bridge construction or the such as work such as Oversea wind power generation, offshore exploration especially at sea, general use fixed type or floating offshore service platform, fixed offshore service platform has a formula, guy wire formula and gravity type boat davit.Stake formula platform is made up of cushion cap and pile foundation.Pile foundation has the kinds such as timber, piling bar and reinforced concrete pile, when constructing, it is squeezed into seabed, it has been installed cushion cap.A prefabricated head tower, also known as lashing tower platform, is placed on seafloor foundation block by guy wire formula platform, forms along different directions grappling tension with cable wire.Gravity platform occupies stably on the firm stratum of seabed by the weight of platform self, and the ability resisting storm and wave attack is strong.This kind of job platform has from feature that is great, corrosion-resistant.
Floating offshore service platform is a kind of large-scale buoyancy aid, and what have can move, and what have is not transportable.Transportable floating platform, also known as movable decking, it is constantly changed the needs in place for adapting to the marine operation such as exploration, construction, maintenance and grow up.Existing movable decking divides the various ways such as bottom-sitting type, jack up, semisubmersible and boat form.Although can adjust according to field condition, this kind of platform general structure more complicated, the installation time is longer, and corrosion stability is poor simultaneously, and service life is shorter.
Therefore, in order to adapt to different operating conditions, the design people's actively in addition research and innovation, design that a kind of deadweight is comparatively light, supporting power is comparatively large, excellent corrosion resistance meet the offshore operations platform that marine operation requires.
Utility model content
Main purpose of the present utility model is, overcomes the defect that existing offshore operations platform exists, and provides a kind of Novel floating prefabricated composite material above water platform, reduces deadweight, thus is more suitable for practicality, and have the value in industry.
The purpose of this utility model and solve its technical matters and realize by the following technical solutions.According to the prefabricated composite material above water platform of floating type that the utility model proposes, include operator's station and spud pile,
Described operator's station is provided with mounting hole, and described operator's station is fixed on described spud pile by mounting hole, and described spud pile is arranged in described mounting hole;
Described operator's station is composite structure, and described operator's station is inner equally spaced is provided with multiple buoyancy tank, wraps up uniformly and is provided with cement concrete, form the operator's station of square structure in the outside of described buoyancy tank.
Further, the prefabricated composite material above water platform of aforesaid floating type, described spud pile is composite structure, and the outside of described spud pile is the tubing of hollow, and described tubing inside is filled with cement concrete.
Further, the prefabricated composite material above water platform of aforesaid floating type, intert at described spud pile and the upper surface top end of described operator's station is provided with end cap, described end cap covers at described spud pile top.
Further, the prefabricated composite material above water platform of aforesaid floating type, described mounting hole is multiple, and described multiple mounting hole is separately positioned on top and/or the edge of described operator's station.
Further, the prefabricated composite material above water platform of aforesaid floating type, the aperture of described mounting hole is greater than the diameter of described spud pile.
Further, the prefabricated composite material above water platform of aforesaid floating type, described tubing is double glazing steel tubing.
Further, the prefabricated composite material above water platform of aforesaid floating type, described end cap is end cover rubber or plastic cement end cap.
By technique scheme, the prefabricated composite material above water platform of floating type of the present utility model at least has following advantages:
The operator's station of the prefabricated composite material above water platform of floating type of the present utility model is made up of buoyancy tank and high performance concrete, owing to adopting composite structural design, operator's station has light weight, feature that load-bearing is large, and by the advantage of high performance concrete, there is stronger durability, ensure the service life of service platform; Operator's station is set directly on spud pile by mounting hole, spud pile is directly fixed on seabed, wherein the aperture of mounting hole is slightly larger than the diameter of spud pile, now, operator's station is across the sea floating, move up and down with seawater, but owing to there being the fixation of spud pile, can not there is horizontal movement in operator's station; The upper surface place passing operator's station at spud pile is provided with end cap, and the quickening corrosion preventing pile foundation from causing because of water inlet on the one hand, increases the service life, prevent the sharp parts spilt from hurting staff on the other hand, improve safety in utilization; The integral structure of service platform is simple, can meet the demand of marine operation.
Above-mentioned explanation is only the general introduction of technical solutions of the utility model, in order to better understand technological means of the present utility model, and can be implemented according to the content of specification sheets, coordinates accompanying drawing to be described in detail as follows below with preferred embodiment of the present utility model.
Accompanying drawing explanation
Fig. 1 is the structural representation of the prefabricated composite material above water platform of the utility model floating type;
Fig. 2 is the utility model floating type prefabricated composite material above water platform birds-eye view;
Fig. 3 is the cross sectional drawing of spud pile;
Implication is marked: 101. operator's stations, 102. buoyancy tanks, 103. cement concretes, 104. spud piles, 105. end caps, 106. tubing, 107. mounting holes in figure.
Detailed description of the invention
For further setting forth the utility model for the technological means reaching predetermined utility model object and take and effect, below in conjunction with accompanying drawing and preferred embodiment, detailed description of the invention of the present utility model is described in detail as follows.
The prefabricated composite material above water platform of floating type of the present utility model as shown in Figures 1 to 3, includes operator's station 101, buoyancy tank 102, cement concrete 103, spud pile 104, end cap 105, tubing 106 and mounting hole 107.
The operator's station 101 of square structure is respectively arranged with mounting hole 107 near four summits, wherein according to the size of operator's station 101, also mounting hole 107 is suitably provided with, the spud pile 104 wherein for assigning correspondence position to arrange in mounting hole 107 in square surrounding.The aperture of mounting hole 107 is slightly larger than the diameter of spud pile 104, and operator's station 101 is across the sea floating, along with the motion of seawater moves up and down.
Operator's station 101 is composite structure, the wherein equally spaced buoyancy tank 102 being provided with same size of the inner homogeneous of operator's station 101, the outside surrounding of multiple buoyancy tank 102 is wrapped up uniformly and is provided with commercially available high performance corrosion-proof cement concrete 103, forms the operator's station 101 of square structure.
Wherein spud pile 104 is composite structure, and the outside of spud pile 104 is the frp pipe 106 of hollow, and tubing 106 inside is filled with cement concrete 103, strengthens the fixed effect of spud pile 104.The top of spud pile 104 interspersed place operator's station 101 is provided with end cover rubber 105 or plastic cement end cap 105, and end cap 105 covers the top at spud pile 104, prevents seawater from invading spud pile, avoids spud pile 104 extending part to the unexpected injury of operating personal.
During installation, first frp pipe 106 is arranged on seabed according to the position of mounting hole 107 and fixes, and filling cement concrete 103 successively, increase firm performance; Then prefabricated operator's station 101 is arranged on spud pile 104 top according to the position correspondence of mounting hole 107; Change end cover rubber 105 or the plastic cement end cap 105 at spud pile 104 top, complete installation.
The above, it is only preferred embodiment of the present utility model, not any pro forma restriction is done to the utility model, although the utility model discloses as above with preferred embodiment, but and be not used to limit the utility model, any those skilled in the art, do not departing within the scope of technical solutions of the utility model, make a little change when the technology contents of above-mentioned announcement can be utilized or be modified to the Equivalent embodiments of equivalent variations, in every case be the content not departing from technical solutions of the utility model, according to any simple modification that technical spirit of the present utility model is done above embodiment, equivalent variations and modification, all still belong in the scope of technical solutions of the utility model.
Claims (7)
1. the prefabricated composite material above water platform of floating type, includes operator's station (101) and spud pile (104), it is characterized in that:
Described operator's station (101) is provided with mounting hole (107), described operator's station (101) is fixed on described spud pile (104) by mounting hole (107), and described spud pile (104) is arranged in described mounting hole (107);
Described operator's station (101) is composite structure, described operator's station (101) is inner equally spaced is provided with multiple buoyancy tank (102), wrap up uniformly in the outside of described buoyancy tank (102) and be provided with cement concrete (103), form the operator's station (101) of square structure.
2. the prefabricated composite material above water platform of floating type according to claim 1, it is characterized in that: described spud pile (104) is composite structure, the outside of described spud pile (104) is the tubing (106) of hollow, and described tubing (106) inside is filled with cement concrete (103).
3. the prefabricated composite material above water platform of floating type according to claim 1, it is characterized in that: intert at described spud pile (104) and the upper surface top end of described operator's station (101) is provided with end cap (105), described end cap (105) covers at described spud pile (104) top.
4. the prefabricated composite material above water platform of the floating type according to any one of claims 1 to 3, it is characterized in that: described mounting hole (107) is for multiple, and described multiple mounting hole (107) is separately positioned on top and/or the edge of described operator's station (101).
5. the prefabricated composite material above water platform of floating type according to claim 1, is characterized in that: the aperture of described mounting hole (107) is greater than the diameter of described spud pile (104).
6. the prefabricated composite material above water platform of floating type according to claim 2, is characterized in that: described tubing (106) is double glazing steel tubing (106).
7. the prefabricated composite material above water platform of floating type according to claim 3, is characterized in that: described end cap (105) is end cover rubber (105) or plastic cement end cap (105).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520152590.XU CN204452867U (en) | 2015-03-17 | 2015-03-17 | The prefabricated composite material above water platform of a kind of floating type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520152590.XU CN204452867U (en) | 2015-03-17 | 2015-03-17 | The prefabricated composite material above water platform of a kind of floating type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204452867U true CN204452867U (en) | 2015-07-08 |
Family
ID=53659790
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520152590.XU Expired - Fee Related CN204452867U (en) | 2015-03-17 | 2015-03-17 | The prefabricated composite material above water platform of a kind of floating type |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204452867U (en) |
-
2015
- 2015-03-17 CN CN201520152590.XU patent/CN204452867U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102162256B (en) | Maritime foundation base | |
| CN102425167A (en) | Pile sinking method for driving large-diameter steel pipe pile in intertidal zone | |
| CN101768978A (en) | At-sea wind generation unit foundation formed by barrel type foundation and mooring rope anchor | |
| US9238896B2 (en) | Floating structure for supporting a wind turbine | |
| CA2980959C (en) | Gravity-based foundation for the installation of offshore wind turbines | |
| US10689071B2 (en) | Stabilized floating platform structure | |
| CN201268389Y (en) | Multifunctional construction platform | |
| US8220406B2 (en) | Off-shore structure, a buoyancy structure, and method for installation of an off-shore structure | |
| CN114408110A (en) | Strong wind resistant fully-submersible wind power platform | |
| CN104648625A (en) | Prefabricated concrete above-water platform | |
| CN103482036A (en) | Buoyancy tower type ocean platform | |
| CN201367553Y (en) | Reinforced concrete floating dock or floating bridge | |
| KR20230006911A (en) | Floating platform made of reinforced concrete applicable to the offshore wind industry | |
| KR101184348B1 (en) | Floating pier | |
| CN204452867U (en) | The prefabricated composite material above water platform of a kind of floating type | |
| CN201971133U (en) | Bottom-supported blower installation platform | |
| CN103552659A (en) | Light channel buoy capable of being quickly distributed | |
| CN203486110U (en) | Buoyant-tower-type ocean platform | |
| CN102704502A (en) | Offshore submerged box type foundation structure and construction method thereof | |
| CN206813256U (en) | Windproof drum for Grab | |
| CN203473217U (en) | Supporting rod of offshore platform positioning column | |
| CN211815983U (en) | Water level adaptation adjusting foundation installation assembly for intelligent mooring system | |
| CN210684666U (en) | Combined type driven pile for ocean engineering | |
| CN107585269B (en) | Seawater three-dimensional oil tank platform, system and construction method thereof | |
| CN211032946U (en) | Movable free-rising and sinking storm platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200630 Address after: 230000 Economic Development Zone, Yu'an District, Lu'an City, Anhui Province Co-patentee after: NANJING University OF TECHNOLOGY Patentee after: Anhui Gaodi circular economy Industrial Park Co.,Ltd. Address before: 211112, No. 2200, good faith Road, Jiangning District, Jiangsu, Nanjing Co-patentee before: NANJING University OF TECHNOLOGY Patentee before: JSTI GROUP Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150708 |