CN204124329U - A kind of marine super large float structure - Google Patents
A kind of marine super large float structure Download PDFInfo
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- CN204124329U CN204124329U CN201420513217.8U CN201420513217U CN204124329U CN 204124329 U CN204124329 U CN 204124329U CN 201420513217 U CN201420513217 U CN 201420513217U CN 204124329 U CN204124329 U CN 204124329U
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- floating
- floating part
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- large float
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- 238000007667 floating Methods 0.000 claims abstract description 164
- 208000029152 Small face Diseases 0.000 claims description 16
- 239000000565 sealant Substances 0.000 claims description 9
- 238000005194 fractionation Methods 0.000 abstract description 3
- 239000004744 fabric Substances 0.000 description 19
- 239000002131 composite material Substances 0.000 description 14
- 239000000835 fiber Substances 0.000 description 14
- 239000000463 material Substances 0.000 description 13
- 229920006387 Vinylite Polymers 0.000 description 5
- 239000012779 reinforcing material Substances 0.000 description 5
- 239000013535 sea water Substances 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 239000003795 chemical substances by application Substances 0.000 description 4
- 230000007797 corrosion Effects 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 4
- 239000000956 alloy Substances 0.000 description 3
- 229910045601 alloy Inorganic materials 0.000 description 3
- 238000005452 bending Methods 0.000 description 3
- 238000006664 bond formation reaction Methods 0.000 description 3
- 239000003822 epoxy resin Substances 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000005011 phenolic resin Substances 0.000 description 3
- 229920000647 polyepoxide Polymers 0.000 description 3
- 229920006305 unsaturated polyester Polymers 0.000 description 3
- WFUGQJXVXHBTEM-UHFFFAOYSA-N 2-hydroperoxy-2-(2-hydroperoxybutan-2-ylperoxy)butane Chemical group CCC(C)(OO)OOC(C)(CC)OO WFUGQJXVXHBTEM-UHFFFAOYSA-N 0.000 description 2
- 230000002421 anti-septic effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- KXGFMDJXCMQABM-UHFFFAOYSA-N 2-methoxy-6-methylphenol Chemical compound [CH]OC1=CC=CC([CH])=C1O KXGFMDJXCMQABM-UHFFFAOYSA-N 0.000 description 1
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 229920006231 aramid fiber Polymers 0.000 description 1
- PETBIVLJWNFKQL-UHFFFAOYSA-N benzene;cobalt Chemical group [Co].C1=CC=CC=C1 PETBIVLJWNFKQL-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000005007 epoxy-phenolic resin Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 229920001568 phenolic resin Polymers 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
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Abstract
The utility model relates to a kind of marine super large float structure, comprise multiple modular unit removably connected, each modular unit comprises multiple connected floating structure, each floating structure comprises the first floating part, the second floating part and multiple attaching parts, multiple attaching parts interval is arranged, the two ends of each attaching parts are connected with the first floating part and the second floating part respectively, form the multiple modular unit of multiple connected i-beam structures for removably connecting, modular design can realize rapid-assembling and fractionation, convenient transport, Windsor.Multiple connected i-beam structure is conducive to improving capacity of anti-storm.
Description
Technical field
The utility model relates to a kind of marine super large float structure, is a kind of ocean floating platform.
Background technology
Marine super large float structure can build the waterborne artificial island similar to land working environment at sea, the afloat existence of the expansion mankind, activity and working space.Superhuge marine super large float structure is the basic type equipment of development and utilization marine resources, can meet and effectively utilizes ocean space and set up the needs such as military base, marine site.
Marine super large float structure not only needs to possess that capacity of anti-storm is strong, the advantage of good stability, and needs to possess Windsor, easily realizes the characteristic that drags, is transported to object marine site installs to facilitate.And, when blast and billow are attacked, can be for convenience detach and hide the attack of blast and billow fast.Meanwhile, marine super large float structure needs to possess preferably resistance to corrosion, to resist the invasion and attack of seawater, improves service life.
But the structure of traditional marine float structure mainly contains box-structure and semisubmersible-type structure, and box-structure intensity is poor, and closed break-water can only be relied on to use in shallow sea; Semisubmersible-type complex structure, cost are high, maintenance difficulties is large, and can not use in shallow sea.The developed recently marine floating structure of row's type that gets up overcomes the shortcoming of box-structure and semisubmersible-type structure, but the marine floating structure of existing row's type still exists capacity of anti-storm deficiency, and the shortcoming that exercise performance is poor.
Utility model content
Based on this, be necessary to provide a kind of exercise performance better and the good marine super large float structure of capacity of anti-storm.
A kind of marine super large float structure, comprise multiple modular unit removably connected, each described modular unit comprises multiple connected floating structure, each described floating structure comprises the first floating part, the second floating part and multiple attaching parts, multiple attaching parts interval is arranged, the two ends of each attaching parts are connected with described first floating part and the second floating part respectively, form multiple connected i-beam structure.
Wherein in an embodiment, described first floating part and the second floating part are cylinder.
Wherein in an embodiment, the diameter of described second floating part is greater than the diameter of described first floating part.
Wherein in an embodiment, each described floating structure also comprises small face body, and described small face body is connected with one end away from described first floating part of described second floating part, and described small face body is taper away from one end of described second floating part.
Wherein in an embodiment, described second floating part inside is provided with chock, described chock comprises the first strut member, the second strut member and brace table, described brace table extends to the other end along the length direction of described second floating part from one end, and described first strut member and the second strut member interval are arranged and brace table described in common support.
Wherein in an embodiment, two relative described floating structures of adjacent two described modular units are by the first sleeve and the second sleeve connection, one end of described first sleeve is stretched in the end of the first floating part of a floating structure, one end of described second sleeve is stretched in the end of the second floating part of described floating structure, the other end of described first sleeve is stretched in the end of the first floating part of another floating structure, the other end of described second sleeve is stretched in the end of the second floating part of another floating structure described, described first sleeve and two described first floating parts are removably fixed with the first fastener, described second sleeve and two described second floating parts are removably fixed with the second fastener.
Wherein in an embodiment, the surface of described first sleeve is formed with the first sealant layer covering described first fastener, the surface of described second sleeve is formed with the second sealant layer covering described second fastener.
Wherein in an embodiment, each described modular unit also comprises bracing frame and operation post, support frame as described above is connected with one end away from described second floating part of described first floating part, and described operation post is connected with one end away from described first floating part of support frame as described above.
Wherein in an embodiment, support frame as described above is truss structure.
Wherein in an embodiment, also comprise multiple turbo generator, described multiple turbo generator is connected with one end away from described first floating part of described second floating part.
Multiple modular units of above-mentioned marine super large float structure are for removably connecting, and modular design can realize rapid-assembling and fractionation, and convenient transport, exercise performance is better.And, the two ends of each attaching parts of floating structure are connected with the first floating part and the second floating part respectively, form multiple connected i-beam structure, the rigidity of the i-beam structure that double-deck floating structure is formed is better, make the rigidity of this marine super large float structure better, anti-bending strength is good, and capacity of anti-storm is stronger.
Accompanying drawing explanation
Fig. 1 is the perspective view of the modular unit of the marine super large float structure of an embodiment;
The section-drawing of the angle that Fig. 2 is the modular unit shown in Fig. 1;
Fig. 3 is the section-drawing of another angle of the modular unit shown in Fig. 1;
The inner structure schematic diagram of the second floating part that Fig. 4 is the modular unit shown in Fig. 1.
Detailed description of the invention
For enabling above-mentioned purpose of the present utility model, feature and advantage become apparent more, are described in detail detailed description of the invention of the present utility model below in conjunction with accompanying drawing.Set forth a lot of detail in the following description so that fully understand the utility model.But the utility model can be much different from alternate manner described here to implement, those skilled in the art can when doing similar improvement without prejudice to when the utility model intension, and therefore the utility model is by the restriction of following public concrete enforcement.
Marine super large float structure of the present utility model refers to that length and width has hundred meters to the km order of magnitude, is highly the float structure of several meters or tens of meters.
Refer to Fig. 1, the marine super large float structure of an embodiment, comprise multiple modular unit 100 removably connected.Each modular unit 100 comprises multiple connected floating structure 10.
Please refer to Fig. 2 and Fig. 3, each floating structure 10 comprises the first floating part 101, second floating part 102 and multiple attaching parts 103.First floating part 101 and the second floating part 102 are strip, multiple attaching parts 103 is arranged along the length direction interval of the first floating part 101 and the second floating part 102, the two ends of each attaching parts 103 are connected with the first floating part 101 and the second floating part 102 respectively, form multiple connected i-beam structure.
The rigidity of i-beam structure is better, and anti-bending strength is better, makes the rigidity of floating structure 10 better, better can improve the wind-proof and wave-proof intensity of marine super large float structure.
Multiple floating structure 10 arrangement in parallel, is connected by pipe link between two adjacent floating structures 10.Please again consult Fig. 2, pipe link comprises head rod 104 and the second pipe link 105.Two the first floating part 101, second pipe links 105 that head rod 104 connects two adjacent floating structures 10 connect two the second floating parts 102 of two adjacent floating structures 10.Head rod 104 is parallel with the second pipe link 105.
When applying this marine super large float structure, under normal state of sea, the second floating part 102 is soaked in seawater, and attaching parts 103 part is soaked in seawater, and the first floating part 101 is positioned on sea.
In present embodiment, the material of floating structure 10 comprises composite material, and composite material is composited by basis material and reinforcing material.Basis material is vinylite, unsaturated polyester, epoxy resin or phenol resin, and reinforcing material comprises felt-cloth and fiber cloth.Namely the material of the first floating part 101, second floating part 102, attaching parts 103, head rod 104 and the second pipe link 105 is all comprise the composite material be composited by basis material and reinforcing material, basis material is vinylite, unsaturated polyester, epoxy resin or phenol resin, and reinforcing material comprises felt-cloth and fiber cloth.
Wherein, felt-cloth comprises surperficial felt and alkali-free felt.Fiber cloth is selected from least one in glass fibre, carbon fiber and aramid fiber.Basis material is preferably phenol resin.
The composite material be made up of basis material and reinforcing material compound, specifically refers to felt-cloth and fiber cloth in sequence by the bonding composite material carrying out stacked formation of vinylite, unsaturated polyester, epoxy resin or phenolic resin curing.Such as, the composite material of multiple-level surface felt, multilayer alkali-free felt and multi-layer fiber cloth alternately laminated bonding formation multiple-structure successively.Or, the composite material of multiple-level surface felt, multi-layer fiber cloth and the multilayer alkali-free felt multiple-structure of alternately laminated bonding formation successively.Or multi-layer fiber cloth, multiple-level surface felt and multilayer alkali-free felt replace the composite material of the multiple-structure of bonding formation successively.In other embodiment, multiple-level surface felt, multilayer alkali-free felt and multi-layer fiber cloth also can be undertaken stacked by random order, form composite structure.In above-mentioned composite material, by Structure Calculation, according to design and construction requirement, the laying number of effects on surface felt, alkali-free felt and fiber cloth carries out rational proportion.
Preferably, above-mentioned composite material also comprises curing agent and accelerator.Basis material, curing agent and accelerator are used in combination, felt-cloth and fiber cloth are bonded together as lining cement.Preferably, the mass ratio of basis material, curing agent and accelerator is 200:2:1.
Preferably, surface felt is preferably M50 surface felt, alkali-free felt is preferably M300 alkali-free felt, and fiber cloth is preferably EJW200 (0 °/90 °) KF fiber cloth, EJW600 (0 °/90 °) fiber cloth or EJW1000 (0 °/90 °) fiber cloth.Vinylite is preferably DSM ATLAC430LV vinylite, and curing agent is preferably methyl ethyl ketone peroxide MEKPO, and accelerator is preferably cobalt benzene CoOCT accelerator.
Above-mentioned composite weight is light, intensity is high, is designed by double-deck floating structure, makes the rigidity of floating structure 10 better, can improve the intensity of the marine super large float structure of composite material.
Be appreciated that in other embodiments, the material of above-mentioned floating structure 10 also can be metal or alloy.Use metal or alloy to prepare floating structure 10, the rigidity of marine super large float structure can be ensured, improve wind-proof and wave-proof intensity.Further, the material of above-mentioned floating structure 10 is preferably the good metal or alloy of corrosion resistance.
The modular unit 100 of above-mentioned marine super large float structure is for removably connecting, and modular design can realize rapid-assembling and fractionation, and convenient transport, exercise performance is better.And, the two ends of each attaching parts 103 are connected with the first floating part 101 and the second floating part 102 respectively, form multiple connected i-beam structure, the rigidity of the i-beam structure that double-deck floating structure is formed is better, make the rigidity of this marine super large float structure better, anti-bending strength is good, and capacity of anti-storm is stronger.
Be appreciated that the length of the first floating part 101 and the second floating part 102 can rationally be arranged according to actual needs.The scale of modular unit 100 and quantity also rationally can be arranged according to the scale of marine super large float structure.
By modular design, the modular unit 100 of suitable quantity can be carried out dismountable connection, form superhuge ocean floating platform.
Preferably, the first floating part 101 and the second floating part 102 are cylinder.One end of each attaching parts 103 is connected with the side of the first floating part 101, and the other end is connected with the side of the second floating part 102, forms i-beam structure.Be appreciated that in other embodiments, the shape of the first floating part 101 and the second floating part 102 is also not limited to cylinder, and such as, the first floating part 101 and the second floating part 102 can be the cuboid etc. that length is larger.
First floating part 101 and the second floating part 102 are cylinder, are conducive to the circulation of seawater, reduce seawater to the impact of floating structure 10, improve the stability of the marine super large float structure of composite material.Be appreciated that the length of the first floating part 101 and the second floating part 102 can be equal, also can not wait.The length of each floating structure 10 can be equal, also can not wait.The shape of modular unit 100 is not limited to square, also can be circular, oval etc.
More preferably, the diameter of the second floating part 102 is greater than the diameter of the first floating part 101, is convenient to wave absorption, is conducive to reducing sea beat, improves the wind-proof and wave-proof performance of marine super large float structure.Further preferably, the diameter of the first floating part 101 is 1 ~ 2 meter, and the diameter of the second floating part 102 is 3 ~ 4 meters.
Please again consult Fig. 2, preferably, each floating structure 10 also comprises and small face body 106.Small face body 106 is connected with one end away from the first floating part 101 of the second floating part 102, and namely small face body 106 is connected with the side away from the first floating part 101 of the second floating part 102.The length of small face body 106 is equal with the length of the second floating part 102.Small face body 106 is taper away from one end of the second floating part 102, makes marine super large float structure form small face line structure.Small face line structure is less by the region of water logging lid, and rough water quality is better, is conducive to the stability improving marine super large float structure.
First floating part 101 and the second floating part 102 are the structure of hollow.Refer to Fig. 4, preferably, the second floating part 102 inside of hollow is also provided with chock.Chock comprises the first strut member 201, second strut member 202 and brace table 203.First strut member 201 and the second strut member 202 interval are arranged and common support platform 203, and brace table 203 is bar shaped platform, and brace table 203 extends to the other end along the length direction of the second floating part 102 from one end.The hollow part of the first floating part 101 and the second floating part 102 can also be used as article storage.
The compressive property that chock is conducive to improving floating structure 10 is set, improves the stability of marine super large float structure.Chock adopts said structure, and structure is simple, lighter weight.
Two floating structures 10 of two couple of two adjacent modular units 100 are connected with the second sleeve (not shown) by the first sleeve (not shown).One end of the first sleeve is stretched in the end of the first floating part 101 of a floating structure 10, and one end of the second sleeve is stretched in the end of the second floating part 102 of this floating structure 10; The other end of the first sleeve is stretched in the end of the first floating part 101 of another floating structure 10, and the other end of the second sleeve is stretched in the end of the second floating part 102 of this another floating structure 10.First sleeve and the second sleeve be arranged in parallel.Lock through the first sleeve and the first floating part 101 at the two ends of the first sleeve respectively with two the first fasteners, realize removably fixing the first sleeve and two the first floating parts 101; Lock through the second sleeve and the second floating part 102 at the two ends of the second sleeve respectively with two the second fasteners, realize removably fixing the second sleeve and two the second floating parts 102, thus realize removably connecting of two adjacent modular units 100.
This marine super large float structure adopts modular design, and adjacent two modular units 100 adopt above-mentioned connection mode, can Fast Installation and quick-detachment, easy to use.
Preferably, in order to improve antiseptic property, the first sleeve and the first floating part 101 is locked and after locking the second sleeve and the second floating part 102 with the second fastener with the first fastener, also on the first sleeve and the second sleeve, apply sealant respectively, form the first sealant layer of covering first fastener and cover the second sealant layer of the second fastener, be conducive to preventing the first fastener and the second fastener by marine corrosion, improve antiseptic property.When dismantling, first remove the first sealant layer and the second sealant layer, then unclamp the first fastener and the second fastener.
Each modular unit 100 also comprises bracing frame 30 and operation post 40.Bracing frame 30 is connected with one end away from the second floating part 102 of the first floating part 101, and operation post 40 is connected with one end away from the first floating part 101 of bracing frame 30 and is supported by bracing frame 30.
Preferably, bracing frame 30 is truss structure.Truss structure quality is gently conducive to the drive ability improving marine super large float structure, convenient transport.
Development of resources and research bases can be set up, preferably development and utilization marine resources on operation post 40.Also marine Transferring Base, seadrome etc. can be set up on operation post 40.Or, using this marine super large float structure in international water as floating military base, produce strategic impact to the politics on somewhere, military general layout, etc.
Please again consult Fig. 2, preferably, above-mentioned marine super large float structure also comprises multiple turbo generator 50.Multiple turbo generator 50 is connected with the small face body 106 of modular unit 100.During use, under multiple turbo generator 50 is positioned at sea, utilize ocean power generation, realize the self-powered and electric power storage of marine super large float structure.Be appreciated that the quantity of the turbo generator 50 be connected with the small face body 106 of each modular unit 100 can the size reasonable of delivery needed for marine super large float structure reality and each modular unit 100 be arranged.Multiple turbo generator 50 is set, the use that untiring ocean current, tide can be utilized to produce not to the utmost but predictable kinetic energy generate electricity, without the need to building dykes and dams, reduce the impact on environment.
Be appreciated that when omitting small face body 106 in embodiment, turbo generator 50 is directly connected with one end away from the first floating part 101 of the second floating part 102.
By the optimization to structure and material, such that above-mentioned marine super large float structure exercise performance is better, capacity of anti-storm better and corrosion resistance is better.And above-mentioned marine super large float structure is simple, is convenient to manufacture and safeguard, shallow sea area and marine site, deep-sea can be applicable to, uses without the need to relying on break-water.
The above embodiment only have expressed several embodiment of the present utility model, and it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to the utility model the scope of the claims.It should be pointed out that for the person of ordinary skill of the art, without departing from the concept of the premise utility, can also make some distortion and improvement, these all belong to protection domain of the present utility model.Therefore, the protection domain of the utility model patent should be as the criterion with claims.
Claims (10)
1. a marine super large float structure, it is characterized in that, comprise multiple modular unit removably connected, each described modular unit comprises multiple connected floating structure, each described floating structure comprises the first floating part, the second floating part and multiple attaching parts, multiple attaching parts interval is arranged, and the two ends of each attaching parts are connected with described first floating part and the second floating part respectively, form multiple connected i-beam structure.
2. marine super large float structure according to claim 1, is characterized in that, described first floating part and the second floating part are cylinder.
3. marine super large float structure according to claim 1, is characterized in that, the diameter of described second floating part is greater than the diameter of described first floating part.
4. marine super large float structure according to claim 2, it is characterized in that, each described floating structure also comprises small face body, described small face body is connected with one end away from described first floating part of described second floating part, and described small face body is taper away from one end of described second floating part.
5. marine super large float structure according to claim 2, it is characterized in that, described second floating part inside is provided with chock, described chock comprises the first strut member, the second strut member and brace table, described brace table extends to the other end along the length direction of described second floating part from one end, and described first strut member and the second strut member interval are arranged and brace table described in common support.
6. marine super large float structure according to claim 1, it is characterized in that, two relative described floating structures of adjacent two described modular units are by the first sleeve and the second sleeve connection, one end of described first sleeve is stretched in the end of the first floating part of a floating structure, one end of described second sleeve is stretched in the end of the second floating part of described floating structure, the other end of described first sleeve is stretched in the end of the first floating part of another floating structure, the other end of described second sleeve is stretched in the end of the second floating part of another floating structure described, described first sleeve and two described first floating parts are removably fixed with the first fastener, described second sleeve and two described second floating parts are removably fixed with the second fastener.
7. marine super large float structure according to claim 6, it is characterized in that, the surface of described first sleeve is formed with the first sealant layer covering described first fastener, the surface of described second sleeve is formed with the second sealant layer covering described second fastener.
8. marine super large float structure according to claim 1, it is characterized in that, each described modular unit also comprises bracing frame and operation post, support frame as described above is connected with one end away from described second floating part of described first floating part, and described operation post is connected with one end away from described first floating part of support frame as described above.
9. marine super large float structure according to claim 8, is characterized in that, support frame as described above is truss structure.
10. marine super large float structure according to claim 1, is characterized in that, also comprise multiple turbo generator, and described multiple turbo generator is connected with one end away from described first floating part of described second floating part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420513217.8U CN204124329U (en) | 2014-09-05 | 2014-09-05 | A kind of marine super large float structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420513217.8U CN204124329U (en) | 2014-09-05 | 2014-09-05 | A kind of marine super large float structure |
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| CN204124329U true CN204124329U (en) | 2015-01-28 |
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| CN201420513217.8U Expired - Lifetime CN204124329U (en) | 2014-09-05 | 2014-09-05 | A kind of marine super large float structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105857532A (en) * | 2015-07-06 | 2016-08-17 | 周剑辉 | General offshore platform as well as buoyancy adjustment method and stable power generation method thereof |
| CN111874174A (en) * | 2020-07-31 | 2020-11-03 | 深圳埃吉尔海洋科技有限公司 | Intelligent new energy semi-submersible type offshore floating helicopter platform |
| CN111924050A (en) * | 2020-07-31 | 2020-11-13 | 陈杰 | Offshore floating type entertainment equipment |
-
2014
- 2014-09-05 CN CN201420513217.8U patent/CN204124329U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105857532A (en) * | 2015-07-06 | 2016-08-17 | 周剑辉 | General offshore platform as well as buoyancy adjustment method and stable power generation method thereof |
| CN111874174A (en) * | 2020-07-31 | 2020-11-03 | 深圳埃吉尔海洋科技有限公司 | Intelligent new energy semi-submersible type offshore floating helicopter platform |
| CN111924050A (en) * | 2020-07-31 | 2020-11-13 | 陈杰 | Offshore floating type entertainment equipment |
| CN111874174B (en) * | 2020-07-31 | 2021-04-30 | 深圳埃吉尔海洋科技有限公司 | Intelligent new energy semi-submersible type offshore floating helicopter platform |
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Address after: 518000, room 1051, No. 202, sea view, Shekou street, Shekou, Guangdong, Nanshan District, Shenzhen Patentee after: Shenzhen highspeed marine science and Technology Research Institute Co.,Ltd. Address before: 518000, room 2, building 237, building D, Fu Fu Building, Shekou Village Industrial Zone, Shekou, Guangdong, Shenzhen, Nanshan District, China Patentee before: SHENZHEN HISPEED OCEAN ENGINEERING TECHNOLOGY Co.,Ltd. |
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Effective date of registration: 20180531 Address after: No. 1051, Shenzhen Road, Nanshan District, Nanshan District, Guangdong Patentee after: SHENZHEN HAISIBI CHINAMPA TECHNOLOGY DEVELOPMENT CO.,LTD. Address before: 518000 Room 202, No. 1051, Wang Hai Road, Shekou street, Nanshan District, Shenzhen, Guangdong. Patentee before: Shenzhen highspeed marine science and Technology Research Institute Co.,Ltd. |
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Granted publication date: 20150128 |
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