CN107200102A - Artificial marine floating platform - Google Patents
Artificial marine floating platform Download PDFInfo
- Publication number
- CN107200102A CN107200102A CN201710458891.9A CN201710458891A CN107200102A CN 107200102 A CN107200102 A CN 107200102A CN 201710458891 A CN201710458891 A CN 201710458891A CN 107200102 A CN107200102 A CN 107200102A
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- CN
- China
- Prior art keywords
- truss
- drag
- floating block
- dsah
- floating
- 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.)
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/50—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
Abstract
Artificial marine floating platform, for making ground across the sea, develop marine resources, it has the truss of multiple arrangeds of transverse and longitudinal in the horizontal direction, adjacent truss is fixedly connected, deck is covered with each truss, each truss lower end is equipped with several buoyant devices, each buoyant device is respectively provided with floating block, first drag-line, dsah-pot, second drag-line, concrete anchor, the top of floating block couples with corresponding truss, first drag-line upper end is connected with floating block, lower end is connected with dsah-pot, the sliding block and spring of flexible connection are from top to bottom sequentially arranged with dsah-pot, spring upper end is crimped with sliding block, lower end is crimped with dsah-pot, second drag-line upper end is connected with sliding block, lower end is connected with concrete anchor, floating block has hollow shell, filling with light material in shell, floating block is set with cuffs, it is coupled to each other between adjacent cuffs；The artificial marine floating platform of the application is simple in construction, good reliability, stability are high, and energetic production, site operation cycle be short, construction cost is low.
Description
Technical field
Ground field is made the present invention relates to sea, specifically there is provided the artificial marine floating platform of one kind.
Background technology
In the prior art, at sea constructing artificial land mainly has two methods：One kind is marine reclamation land, and marine reclamation land is
Original marine site is changed into land by finger by accumulating the means of sandstone cubic metre of earth, although material cost is relatively low, but has the disadvantage：Destruction sea
Foreign ecological, construction volume is huge, and can only fill out the marine site deep compared with shallow sea；Another two kinds are the artificial land for constructing across the sea floating,
For example " it is used for the artificial floating island for supporting building in the San Dao " of Soul, although the floating platform of the structure can meet its use and want in South Korea
Ask and overall weight is relatively light, but it can not adapt to have away from the air space above sea outside land, i.e. its deep adaptability in sea
Greatly limitation, typically not greater than 15 meters, when the structure is applied across the sea, its reliability existing defects, the structure is integrally built
The center of gravity built is in the top of waterline, in the presence of wave, has the possibility of overturning, the buoyancy basis of the structure is by steel and water
Clay to make, intensity is very high, but there is the hidden danger of infiltration, once it internal seeps water, it is possible to cause the sinking of monolithic architecture,
Because the artificial floating platform of the structure needs site operation, it is impossible to quantify production, production it is less efficient, the speed of construction is slow, week
Phase is long so that the artificial floating platform cost of the structure is very high.Ocean vast area, can be developed such as using ocean：The floating port in sea,
Marine buoyancy airport, marine factory, marine local-style dwelling houses, marine amusement, marine national defence etc., following artificial marine floating platform will be to country
The people's livelihood and construction play the role of great.
The content of the invention
In order to solve the deficiencies in the prior art, the invention provides the artificial marine floating platform of one kind, the purpose is to：Float floating platform
It is built into artificial land across the sea, and then can develops marine resources, the artificial marine floating platform of the application is simple in construction, reliability
Good, stability is high, and energetic production, site operation cycle be short, construction cost is low.
The technical scheme is that：Artificial marine floating platform, it is characterised in that：With the arrangement of multiple transverse and longitudinals in the horizontal direction
To be fixedly connected between the truss (3) of arrangement, adjacent truss, the upper end of each truss is covered with deck (2), and the lower end of each truss is equipped with
Several buoyant devices, each buoyant device is respectively provided with floating block (5), the first drag-line (6), dsah-pot (7), the second drag-line (8), mixed
Solidifying soil anchor (9), wherein, the top of floating block couple with corresponding truss, the first drag-line upper end and floating block is connected, lower end and dsah-pot
It is connected, is from top to bottom sequentially arranged with the sliding block (11) and spring (10) of flexible connection in dsah-pot, spring upper end crimps with sliding block,
Lower end is crimped with dsah-pot, and the second drag-line upper end is connected with sliding block, lower end and concrete anchor are connected, and described floating block has hollow
Shell (12), be filled with shell on light material (13), floating block and be set with phase between the cuffs on cuffs (4), adjacent floating block
It is mutually coupled with.
Described truss is made up of upper bracket (18) and lower carriage (16), and upper and lower support is connected, and passage is provided with upper bracket
(19), the interchannel of adjacent upper bracket is interconnected, and described floating block couples with lower carriage.
Described floating block is cylinder or square body.
It is coupled to each other between the cuffs being set with described concrete anchor on cuffs (4), adjacent concrete anchor
The beneficial effects of the invention are as follows：Each truss is floatd by buoyant device support keeps afloat, and multiple truss support decks are whole
Body is simple and reliable for structure, and various adjuncts (such as building, runway, weapon facility) can be arranged on deck, make the application artificial
Marine floating platform can be built into the artificial land at sea, so as to develop marine resources, truss, buoyant device and deck are equal in the application
Prefabrication that can be on land, then transport to specified marine site assembled formation, quantization production can be realized, shortens site operation week
Phase, so as to reduce construction cost, because the center of gravity of whole artificial marine floating platform is down to sea by each concrete anchor in buoyant device
Bottom, can improve the light material filled in the resistance to overturning of artificial marine floating platform, floating block and be avoided that seawater is penetrated into floating block, should
Reliability is high.
The application breaches the requirement to Hai Shen of the marine man-made island of conventional marine reclamation land formula, can be at 15 meters~300 meters
Molding assembly on Hai Shen marine site；The artificial marine floating platform of the application, has extremely strong defensive ability/resistance ability to sea turn, wave, can
Resist the marine natural calamity such as hurricane, tsunami, storm tide of high intensity, possess it is very high it is anti-it is heavy, anti-turn over, anti-touching performance, can
Good by property, stability is high, security is good.Material cost used in this application and manufacturing cost relative moderate, with commonly filling out sea
The material cost for making ground is suitable, and cost is less than the artificial land of similar floatation type；The application is easily fabricated, is easy to replicate, is applied to
A large amount of productions, production efficiency are higher.The application speed of application is fast, with homalographic construction period be approximately marine reclamation land ten/
One；The application can be realized with standardization, modularization, the technical characteristic of seriation, with extremely strong practicality, can be coordinated
The almost all kinds of marine buoyancy building such as marine harbour, seadrome, marine factory, marine military base, marine city
Engineering, and be easy to integrate with associated international standards.
Brief description of the drawings
Fig. 1 is the structural representation of the artificial marine floating platform of the present invention.
Fig. 2 is the structural representation of buoyant device in the artificial marine floating platform of the present invention.
Fig. 3 is the use state schematic diagram of the artificial marine floating platform of the present invention.
Fig. 4 is the draw bail top view of truss and floating block in the artificial marine floating platform of the present invention.
Fig. 5 is the draw bail schematic diagram of each cuffs in the artificial marine floating platform of the present invention.
1 coupling member, 2 decks, 3 truss, 4 cuffs, 5 floating blocks, 6 first drag-lines, 7 dsah-pots, 8 second drag-lines, 9 are mixed in figure
Solidifying soil anchor, 10 springs, 11 sliding blocks, 12 shells, 13 light materials, 14 seabeds, 15 sea level, 16 lower carriages, 17 connection parts, on 18
Support, 19 passages, 20 pipelines, 21 adjuncts.
Embodiment：
It is fixation between artificial marine floating platform, the truss 3 with multiple arrangeds of transverse and longitudinal in the horizontal direction, adjacent truss
Connection, the upper end of each truss is covered with deck 2, and the lower end of each truss is equipped with several buoyant devices, and each buoyant device is respectively provided with
Floating block 5, the first drag-line 6, dsah-pot 7, the second drag-line 8, concrete anchor 9, wherein, the top of floating block couples with corresponding truss,
First drag-line upper end is connected with floating block, lower end and dsah-pot are connected, and the cunning of flexible connection is from top to bottom sequentially arranged with dsah-pot
Block 11 and spring 10, spring upper end is crimped with sliding block, lower end is crimped with dsah-pot, and the second drag-line upper end is connected with sliding block, lower end
It is connected with concrete anchor, described floating block, which has to be filled with hollow shell 12, shell on light material 13, floating block, to be set with
It is coupled to each other between cuffs on cuffs 4, adjacent floating block.
Described truss is made up of upper bracket 18 and lower carriage 16, and upper and lower support is connected, and passage 19 is provided with upper bracket,
For arranging various circuits and pipeline 20, the interchannel of adjacent upper bracket is interconnected, and described floating block couples with lower carriage.
Described floating block is cylinder or square body.
It is coupled to each other between the cuffs being set with described concrete anchor on cuffs 4, adjacent concrete anchor
Described deck is made up of steel plate, and the surface on deck carries out plating zinc-aluminium coating film treatment, deck thickness be 25mm~
95mm, each piece of deck layout is maximized into monomer area, and in groined type arrangement, according to requirement of engineering, deck can stack cloth
Put, 1~6 layer can be designed to, and then the lifting capacity on deck can be improved, and disperse the impact on deck to greatest extent
Power；Be used to coupling the coupling member 1 of deck adjunct 21 equipped with several on described deck, the effect of the coupling member be by
Adjunct is fixed or installed above deck, in the present embodiment：Coupling member is stud, the stud one end and deck spiral shell
Line is connected, and the other end is connected with adjunct screw thread, and advantage is simple in construction, and connection is reliable.The coupling member may also be dovetail groove
Clamping component, socket component, snap features, wear pin component, unit bolt nut component etc..
Described truss is used for support deck and couples buoyant device, is the basis of whole artificial marine floating platform, and truss is adopted
It is made of high-strength thick wall steel tube welding, the surface of truss is coated with truss in zinc-aluminium plated film, the present embodiment and is divided into two kinds, Yi Zhongwei
Single layer structure, one kind is double-decker, and in double-decker, truss is divided into upper and lower two parts, is upper bracket and lower branch respectively
Provided with passage in frame, upper bracket, the interior shelter bridge for being used to arrange various pipelines and overhaul with being provided with of passage, for example：Conduit, gas
Pipe, petroleum pipeline, water pipe etc..
Described floating block has the shell of concrete system or metal manufacture, and inside is hollow, and this is hollow interior filled with light material
For example：Foamed plastics, inflating rubber etc. so that floating block can provide buoyancy for whole artificial marine floating platform, so that truss is floated
On sea level 15.
The truss or lower carriage, floating block are provided with connection part 17, the present embodiment, and the connection part is in described floating block
Periphery be provided with groove or boss, truss be provided with corresponding boss or groove, coupled using joinery and its construction；The connection
Socket part can also be fixed with bolt hole corresponding with each bolt in floating block periphery or top pre-embedded bolt on truss, during connection,
Fastened each bolt passing through bolt hole and with nut and assembled；The side that the connection part can also be combined with joinery and its construction with bolt
Floating block is connected on truss by formula；Because the effect of the connection part is only that floating block is fixed on truss, so in prior art
In, the structure and form of the connection part are diversified, as long as the structure that floating block couples with truss can be regarded as to this
The equivalent technology scheme of application, that is, be considered as one kind in the connection part.
Described concrete anchor anchors as the gravity of whole artificial marine floating platform, and it is reinforced concrete structure, by weight
Power sinks to the bottom of the sea 14, is embedded with the joint coupled with the second drag-line, and the effect of the concrete anchor is consolidated using the tractive force of drag-line
The float position of fixed artificial marine floating platform.
First, second described drag-line is extraordinary steel cable, and the surface of drag-line is provided with zinc-aluminium plated film, and the effect of drag-line is
Truss frame for connecting and concrete anchor, that is, utilize the pulling force connection concrete anchor and truss of drag-line high intensity；
Spring in the dsah-pot can make buoyant device vertically have certain elasticity, play buffering marine
The effect of wind, unrestrained impulsive force, while preventing drag-line fatigue fracture, the elastic force and compression travel of dsah-pot inner spring are according to different seas
The actual state in domain is defined.It is slidably connected described sliding block along week with dsah-pot inwall, and insertion should be provided with sliding block
Hole or groove, prevent from producing the phenomenon of gas water resistance in slider displacement.
This technology is to divide into what is counted in standardization, modularization, seriation and the principle that integrates with international standard, this Shen
Please material standard, product standard and the engineering specification of floating platform be both designed as international highest standard, and be designed to relatively bulky knot
Structure, to ensure the materials application of the product under the security of off-shore structure, this technology with steel, cement and interior filled plastics foam
Based on, it is ensured that it is difficult to by seawater corrosion, and all components of the application floating platform are prefabricated, and suitable for quantifying production, construction is
On-site consolidation is carried out, to improve production efficiency.This technology extremely focuses on the adaptability of its maritime environment in design, breach with
Toward requirement of the similar technique to Hai Shen, it is possible to coordinate almost all kinds of marine buoyancy architectural engineering.The application floating platform has
It is standby very it is high it is anti-it is heavy, anti-turn over, anti-touching function, the marine natural calamity such as hurricane, tsunami, storm tide of high intensity can be resisted
Evil.
The application floating platform has the following advantages that：1) it is big (15 meters~300 meters) using the deep scope in sea；2) possess very high anti-
It is heavy, anti-turn over, anti-touching function, it is adaptable to the deep environment in high intensity sea, the marine natural calamity of high intensity can be resisted；3) low cost
It is honest and clean；4) be easy to replicate, it is high suitable for quantifying production, production efficiency；5) speed of application is fast；6) it is widely used, it is adaptable to nearly all
The marine buoyancy architectural engineering of type.
Claims (4)
1. artificial marine floating platform, it is characterised in that：Truss (3) with multiple arrangeds of transverse and longitudinal in the horizontal direction is adjacent
To be fixedly connected between truss, the upper end of each truss is covered with deck (2), and the lower end of each truss is equipped with several buoyant devices, each
Buoyant device is respectively provided with floating block (5), the first drag-line (6), dsah-pot (7), the second drag-line (8), concrete anchor (9), wherein, floating block
Top couple with corresponding truss, the first drag-line upper end and floating block are connected, lower end and dsah-pot are connected, by up in dsah-pot
Under be sequentially arranged with the sliding block (11) and spring (10) of flexible connection, spring upper end is crimped with sliding block, lower end is crimped with dsah-pot,
Two drag-line upper ends are connected with sliding block, lower end and concrete anchor are connected, and described floating block, which has in hollow shell (12), shell, to be filled out
Filled with light material (13), it is coupled to each other between the cuffs being set with floating block on cuffs (4), adjacent floating block.
2. artificial marine floating platform according to claim 1, it is characterised in that：Described truss is by upper bracket (18) and lower branch
Frame (16) is constituted, and upper and lower support is connected, and passage (19) is provided with upper bracket, the interchannel of adjacent upper bracket is interconnected, described
Floating block couple with lower carriage.
3. artificial marine floating platform according to claim 1, it is characterised in that：Described floating block is cylinder or square body.
4. artificial marine floating platform according to claim 1, it is characterised in that：Cuffs is set with described concrete anchor
(4), it is coupled to each other between the cuffs on adjacent concrete anchor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710458891.9A CN107200102A (en) | 2017-06-16 | 2017-06-16 | Artificial marine floating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710458891.9A CN107200102A (en) | 2017-06-16 | 2017-06-16 | Artificial marine floating platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107200102A true CN107200102A (en) | 2017-09-26 |
Family
ID=59907508
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710458891.9A Pending CN107200102A (en) | 2017-06-16 | 2017-06-16 | Artificial marine floating platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107200102A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110513055A (en) * | 2018-05-22 | 2019-11-29 | 中国石油大学(华东) | A kind of hybrid marine riser tensioner apparatus |
| CN112937765A (en) * | 2021-03-29 | 2021-06-11 | 中国海洋大学 | Composite anchoring system and danger avoiding method of small floating type wave energy device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4955309A (en) * | 1989-05-08 | 1990-09-11 | International Nautical Supplies, Inc. | Yieldable line assembly and in line shock absorber |
| CN2122117U (en) * | 1992-05-20 | 1992-11-18 | 林祖平 | Marine rope damper |
| US6158374A (en) * | 2000-05-10 | 2000-12-12 | E-Zsea Surge, Llc | Shock absorbing device for mooring and towing applications |
| CN202098535U (en) * | 2011-04-11 | 2012-01-04 | 浙江国际海运职业技术学院 | Mooring device of yacht |
| CN202783720U (en) * | 2012-06-29 | 2013-03-13 | 北京金风科创风电设备有限公司 | Extension-type damping device and draught fan base floating at sea |
| CN105799873A (en) * | 2016-03-18 | 2016-07-27 | 湖北海洋工程装备研究院有限公司 | Water-floating-body-sea-combination floating enhancing system |
-
2017
- 2017-06-16 CN CN201710458891.9A patent/CN107200102A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4955309A (en) * | 1989-05-08 | 1990-09-11 | International Nautical Supplies, Inc. | Yieldable line assembly and in line shock absorber |
| CN2122117U (en) * | 1992-05-20 | 1992-11-18 | 林祖平 | Marine rope damper |
| US6158374A (en) * | 2000-05-10 | 2000-12-12 | E-Zsea Surge, Llc | Shock absorbing device for mooring and towing applications |
| CN202098535U (en) * | 2011-04-11 | 2012-01-04 | 浙江国际海运职业技术学院 | Mooring device of yacht |
| CN202783720U (en) * | 2012-06-29 | 2013-03-13 | 北京金风科创风电设备有限公司 | Extension-type damping device and draught fan base floating at sea |
| CN105799873A (en) * | 2016-03-18 | 2016-07-27 | 湖北海洋工程装备研究院有限公司 | Water-floating-body-sea-combination floating enhancing system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110513055A (en) * | 2018-05-22 | 2019-11-29 | 中国石油大学(华东) | A kind of hybrid marine riser tensioner apparatus |
| CN112937765A (en) * | 2021-03-29 | 2021-06-11 | 中国海洋大学 | Composite anchoring system and danger avoiding method of small floating type wave energy device |
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Application publication date: 20170926 |