CN205770050U - Group anchor mooring to ripple with fluctuation in stage heave high stability wind and wave resistance marine building - Google Patents
Group anchor mooring to ripple with fluctuation in stage heave high stability wind and wave resistance marine building Download PDFInfo
- Publication number
- CN205770050U CN205770050U CN201620692212.5U CN201620692212U CN205770050U CN 205770050 U CN205770050 U CN 205770050U CN 201620692212 U CN201620692212 U CN 201620692212U CN 205770050 U CN205770050 U CN 205770050U
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- Prior art keywords
- anchor
- mooring
- suspending weight
- floating drum
- fluctuation
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- 238000007667 floating Methods 0.000 claims abstract description 29
- 238000013016 damping Methods 0.000 claims abstract description 15
- 238000009435 building construction Methods 0.000 claims abstract description 13
- 239000004575 stone Substances 0.000 claims abstract description 5
- 241001450685 Corallium japonicum Species 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 239000000835 fiber Substances 0.000 claims description 3
- 238000005187 foaming Methods 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000004568 cement Substances 0.000 claims description 2
- 239000003822 epoxy resin Substances 0.000 claims description 2
- 239000003292 glue Substances 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 229920000647 polyepoxide Polymers 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000002984 plastic foam Substances 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 238000000545 stagnation point adsorption reflectometry Methods 0.000 description 2
- 241000950638 Symphysodon discus Species 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- HOQADATXFBOEGG-UHFFFAOYSA-N isofenphos Chemical compound CCOP(=S)(NC(C)C)OC1=CC=CC=C1C(=O)OC(C)C HOQADATXFBOEGG-UHFFFAOYSA-N 0.000 description 1
- 238000007747 plating Methods 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
- GOLXNESZZPUPJE-UHFFFAOYSA-N spiromesifen Chemical compound CC1=CC(C)=CC(C)=C1C(C(O1)=O)=C(OC(=O)CC(C)(C)C)C11CCCC1 GOLXNESZZPUPJE-UHFFFAOYSA-N 0.000 description 1
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Abstract
Group anchor mooring to ripple with fluctuation in stage heave high stability wind and wave resistance marine building, it is characterized in that placing building construction and the deck of auxiliary facility thereof, it is fixed on and enough has more than needed on the floating drum of buoyancy, floating drum lower end extends damping and prevents swinging plate, floating drum lower end installing sleeve, set band in sleeve and hold the suspending weight head of bearing, the chain of terminal strip rotation chain under suspending weight head, suspending weight bar is connect under chain, suspending weight bar chassis pop-up ballast body, suspending weight bar chassis connects a plurality of mooring line, mooring line connects anchor or stake, place building construction and the deck of auxiliary facility thereof, at its opposite side setting direction rudder plate, artificial fishing bank laid by the anti-plate that swings of the damping that floating drum lower end extends, artificial Corallium Japonicum Kishinouye or block stone, due in patent building construction not for specific type, therefore, its application has extremely popularity.
Description
Technical field
This utility model relates to a population anchor mooring to ripple with fluctuation in stage heave high stability wind and wave resistance marine building, belongs to
Yu Haiyang field of engineering technology.
Background technology
Marine building just receives much attention along with the development of coastal tourism, and the fast sale of Dubai, UAE sea villa makes people see
To its development prospect, in the case of particularly land price height in coastal city pulls, sea build villa, do building comprehensive cost may ratio land
The lowest, but face typhoon in China Seas and threaten, as Dubai, UAE, inland lake type sea villa is inviable,
So, coastal area of china even to this day, also not occurring can the actual case applied.
Inventor herein in own granted patent, " float flat by the anti-semi-submersible type high stability ecological, environmental protective wind and wave resistance swinging plate of band damping
Platform ZL 2,015 2 0024544.1 " invention in, it is proposed that one is enclosed within typhoon sea area, based on offshore oil theory and practice build
Wind and wave resistance floats platform patent, and this patent has taken into account personnel activity, stereo planting, cage culture, wave-activated power generation and solar electrical energy generation,
It is the survivable new spaces of the mankind, is also Marine Tourism and scientific research or the applicable base of cage culture.Another own granted patent " with
The tension leg type high stability of biological floating bed combination floats platform ZL 2,015 2 0107052.9 ", then can be used for environmental protection project.Oneself awards
Power patent " deep water anchor strut ZL2013 2 0616701.9 ", it is provided that wind and wave resistance pillar ocean structure method for designing, this patent
The buoyancy post concept proposed the most at first and the application of free suspending weight, great originality and advance, for solving wind and wave resistance
Pillar ocean structure is laid a good foundation, and will absorb me in net cage mooring in this utility model based on above-mentioned patent
Numerous patents, it is provided that a kind of oriented ripple, with fluctuation in stage heave, high stability, wind and wave resistance marine building, and final reality can be expected to
Now marine building is practical, industrialization.
Patent documentation；
[the anti-semi-submersible type high stability ecological, environmental protective wind and wave resistance swinging plate of 1}. band damping floats platform
The patent No.: ZL 2,015 2 0024544.1 inventor: ancient country dimension patentee: ancient country ties up
[2}. floats platform with the tension leg type high stability of biological floating bed combination
The patent No.: ZL 201320324787.8), inventor: ancient country dimension patentee: ancient country ties up
[3] deep water anchor strut
The patent No.: ZL2013 2 0616701.9 inventor: ancient country dimension patentee: ancient country ties up
[4] tree-shaped single point mooring system
The patent No.: ZL2014 2 0521171.4 inventor: ancient country dimension patentee: ancient country ties up
[5] group's anchor foundation float-type anchoring system
The patent No.: ZL2015 2 0596726.6 inventor: ancient country dimension patentee: ancient country ties up
Summary of the invention:
In order to provide a kind of oriented ripple, can be with fluctuation in stage heave, wind and wave resistance, the marine building of high stability, this technology
Scheme is:
1. place building construction and the deck of auxiliary facility thereof, be fixed on and enough have more than needed on the floating drum of buoyancy, enough rich
After remaining buoyancy refers to remove deck deadweight+building construction and auxiliary facility deadweight+floating drum thereof and adnexa deadweight, floating drum still has enough
Net buoyancy, floating drum lower end extends the anti-plate that swings of damping, floating drum lower end installing sleeve, sets band and hold the suspending weight bar of bearing in sleeve
Head, under suspending weight head, the chain of terminal strip rotation chain, connects suspending weight bar, suspending weight bar chassis pop-up ballast body, so forms one under chain
Kind of center of gravity under, centre of buoyancy, upper, upright is never toppled over from floating, can be with the buoyancy post of fluctuation in stage heave, it is assumed that wind, and wave, stream is altogether
Under same-action produce horizontal force, it make buoyancy aid produce deviation, tilting complex torque M-, net buoyancy is with suspending weight bar chassis pop-up ballast body
Producing righting moment for axle is M+, and the two is just reverse, i.e. net buoyancy can make it return to equilibrium point by back action, thus realizes dynamic
State balances, here it is the principle of compliant type anchoring, suspending weight bar chassis connects a plurality of mooring line, and mooring line connects anchor or stake, is formed
Group's anchor foundation, to strengthen the constraint to structure, i.e. more reliable to structure mooring.
The most above-mentioned placement building construction and the deck of auxiliary facility thereof, at its opposite side setting direction rudder plate.
The most above-mentioned suspending weight bar chassis connects a plurality of mooring line, and mooring line connects anchor or stake, forms group's anchor foundation, for making to put
Put the deck of building construction and auxiliary facility thereof, can be with fluctuation in stage heave, mooring line must be catenary form, and by fibre
Dimension cable+chain composition, recommends mooring line to be connected on anchor formula chain link+big pulling force anchor assembly here, according to ocean engineering experience, and three
Root mooring line is 120 degree of layouts.
The most above-mentioned places building construction and the deck of auxiliary facility thereof, by the contignation group of interior filled plastics foaming body
Becoming, it is more than or equal to deadweight at buoyancy.
The anti-plate that swings of damping that the most above-mentioned floating drum lower end extends also doubles as the ballast of structure, and therefore, damping is anti-swings plate structure
Requirement has bigger deadweight, and it can lay artificial fishing bank, artificial Corallium Japonicum Kishinouye or block stone, artificial fishing bank, artificialCorallium Japonicum KishinouyeOr block stone all uses
Epoxide-resin glue and damping prevent that swinging plate cements.
Superiority of the present utility model is: owing in patent, building construction 6 is not for specific type, therefore, and it should
With there being extremely popularity, i.e. can be used for various building to adapt to different people needs.This programme structure stress is clear and definite, and structure is reasonable,
Safe and reliable, workable, it is greatly improved the value of various marine building, if can widely popularize, has been to Seashore Tourist Trade
The one of industry contributes greatly.
Accompanying drawing explanation
Fig. 1 is vertical structure schematic diagram, describes structural elements and is vertically arranged schematic diagram:
Fig. 2 is A enlarged drawing, is high buoyancy floating drum lower sleeve assembly structure and the organigram of suspending weight bar structure；
Fig. 3 ballast body organigram:
Fig. 4 is 1-1 sectional view, statement group's anchor foundation mooring layout schematic diagram:
Fig. 5 is C enlarged drawing, statement anchor formula chain link+big pulling force anchor assembly schematic diagram:
Fig. 6 is B enlarged drawing, the chain assembly schematic diagram of statement band rotation chain:
Fig. 7 is node 1 enlarged drawing, describes deck configuration schematic diagram, emphasizes to be filled with plastic foam material.
Fig. 8 is 2-2 sectional view, and the damping that statement floating drum lower end extends is prevented swinging plate and rearmounted ballast.
Wherein: 1. the high buoyancy floating drum of buoyancy post, 101. floating drum reinforcing rings, 102. floating drum reinforcing plates, the highest buoyancy floating drum
Lower sleeve assembly, 201. sleeves, 202. sleeve bases, 203. sleeves weld reinforcing plate with sleeve base, and 204. hold bearing,
3. the anti-plate assembly that swings of damping, the anti-plate reinforcing plate of swinging of 301. dampings, 302. dampings are anti-swings the rearmounted ballast of plate, such as artificial fishing bank, 4. first
Plate assembly, 401. deck beams, 402. Deck Platings, 403. plastic foam materials, 5. direction rudder plate, 6. deck top-out assembly, 7.
Suspending weight head, 8. suspending weight bar hypomere, 9. the chain assembly of band rotation chain, 901. shackles, 902. common links, 903. rotate loop chain,
10. ballast body, 1001. ballast body perforate 11. suspending weight lever bracket dishes, 1101. suspending weight lever bracket dish reinforcing plates, 1102. suspending weight lever bracket dishes
Reinforcing plate eyelet, 12. mooring lines, 13. anchor formula chain links+big pulling force anchor assembly, 1301. big pulling force anchors, 1302. anchor formula chain links,
1303. anchor chains, 14. wave-power devices carried, such as ocean current generator.
Detailed description of the invention,
Complete building construction 6 on deck 4 and deck by land to build, this build with conventional steel make difference be deck be folder
Rotating fields, interlayer is light plastic foaming body 403.
Another sport is that the high buoyancy floating drum 1 of buoyancy post is built, and owing to being relatively large in diameter, can refer to offshore engineering SPAR
(only pillar platform) method of construction, but still be conventional steel construction operation, simply compared with land light-duty steel construction house operation, it is desirable to
Higher, and have seal requirement, it is desirable to making and should strictly observe building process, material selects to select solderability good
Steel, should have perfect welding procedure, weld seam detection program in welding link, and welding personnel should hold qualified welder's certificate,
Forbid without card or rank deficient personnel's welding.
High buoyancy floating drum lower sleeve assembly 2, inserts band and holds the suspending weight head 7 of bearing 204, and suspending weight head 7 is by unloading
Button 901 is connected to the chain assembly of band rotation chain, the chain assembly of band rotation chain, shackle 901 connect common link 902, common link
902 connect rotation loop chain 903, as shown in Figure 6.
Ballast body 10 is formed by iron ore concrete ramming, and central openings makes weight lifting discus shape, and ballast body 10 is by suspending weight
Lever bracket dish 11 supports, the reinforcing plate 1101 perforate eye 1102 of suspending weight lever bracket dish 11, and mooring line 12, by shackle, is connected to suspending weight bar
On the reinforcing plate 1101 perforate eye 1102 of pallet 11.
Mooring line 12 is recommended to be connected on anchor formula chain link+big pulling force anchor assembly 13, anchor formula chain link+big pulling force anchor assembly 13,
Connected anchor formula chain link 1302 by chain 1303, be connected on big pulling force anchor 1301.Certain additive method of also can using, but mooring line
12 must be catenary form, and is made up of fiber cable+chain.
Offshore installation method is: first throw in anchor formula chain link and big pulling force anchor integrated system, the high buoyancy of buoyancy post of recommendation
Floating drum 1, deck 4 and deck is built 6 and also hangs on transport barge, and with reference to ocean platform way, the high buoyancy of buoyancy post floats
Cylinder 1 stands on interim supporting leg, in so interim supporting leg space, it is possible to suspending weight bar 7,8 and the chain assembly 9 of band rotation chain in connection
And ballast 10, arriving specified point, high buoyancy floating drum 1 and ballast 10 entirety of buoyancy post hang lower water, with the anchor formula chain first thrown in
On the mooring line 12 of joint and big pulling force anchor integrated system connects, then, lifting deck 4 and deck are built 6, whole process as
Offshore oil SPAR (only pillar platform) installation process is similar to.Another program is under high buoyancy floating drum 1 and ballast 10 monolithic push
Water, owing to structure has center of gravity in lower centre of buoyancy upper, upright from floating, never topple over characteristic, the lower water retrodisplacement of passage and mooring line 12
Connect.Here, it can be seen that the Attention problems advantage of this class formation.
Claims (5)
1. group anchor mooring to ripple with fluctuation in stage heave high stability wind and wave resistance marine building, it is characterized in that place building construction and
The deck of its auxiliary facility, is fixed on and enough has more than needed on the floating drum of buoyancy, and floating drum lower end extends damping and prevents swinging plate, floating drum lower end
Installing sleeve, sets the suspending weight head of band pressure-loaded bearing in sleeve, under suspending weight head, the chain of terminal strip rotation chain, connects suspending weight under chain
Bar, suspending weight bar chassis pop-up ballast body, suspending weight bar chassis connects a plurality of mooring line, and mooring line connects anchor or stake.
The most according to claim 1 group of anchor mooring to ripple with fluctuation in stage heave high stability wind and wave resistance marine building, its
Feature is to place building construction and the deck of auxiliary facility thereof, at its opposite side setting direction rudder plate.
The most according to claim 1 group of anchor mooring to ripple with fluctuation in stage heave high stability wind and wave resistance marine building, its
Feature is that suspending weight bar chassis connects a plurality of mooring line, and mooring line connects anchor or stake, and mooring line must be catenary form, and by
Fiber cable+chain composition, recommends mooring line to be connected on anchor formula chain link+big pulling force anchor assembly here, according to ocean engineering experience,
Three mooring lines are 120 degree of layouts.
The most according to claim 1 group of anchor mooring to ripple with fluctuation in stage heave high stability wind and wave resistance marine building, its
Feature is to place building construction and the deck of auxiliary facility thereof, is made up of the contignation of interior filled plastics foaming body, and it is at water
Middle buoyancy is more than or equal to deadweight.
The most according to claim 1 group of anchor mooring to ripple with fluctuation in stage heave high stability wind and wave resistance marine building, its
Feature is that the anti-plate that swings of damping that floating drum lower end extends lays artificial fishing bank, artificial Corallium Japonicum Kishinouye or block stone, artificial fishing bank, artificial Corallium Japonicum Kishinouye or
Block stone epoxide-resin glue and damping prevent that swinging plate cements.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620692212.5U CN205770050U (en) | 2016-06-28 | 2016-06-28 | Group anchor mooring to ripple with fluctuation in stage heave high stability wind and wave resistance marine building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620692212.5U CN205770050U (en) | 2016-06-28 | 2016-06-28 | Group anchor mooring to ripple with fluctuation in stage heave high stability wind and wave resistance marine building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205770050U true CN205770050U (en) | 2016-12-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620692212.5U Active CN205770050U (en) | 2016-06-28 | 2016-06-28 | Group anchor mooring to ripple with fluctuation in stage heave high stability wind and wave resistance marine building |
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| Country | Link |
|---|---|
| CN (1) | CN205770050U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019071655A1 (en) * | 2017-10-13 | 2019-04-18 | 大连理工大学 | Tension tendon positioning system for serially connected buoys made of hollow microbead composite material |
| CN113349113A (en) * | 2021-06-30 | 2021-09-07 | 浙江省海洋水产研究所 | Willow coral cultivation device capable of generating power by tidal current energy |
-
2016
- 2016-06-28 CN CN201620692212.5U patent/CN205770050U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019071655A1 (en) * | 2017-10-13 | 2019-04-18 | 大连理工大学 | Tension tendon positioning system for serially connected buoys made of hollow microbead composite material |
| CN113349113A (en) * | 2021-06-30 | 2021-09-07 | 浙江省海洋水产研究所 | Willow coral cultivation device capable of generating power by tidal current energy |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170302 Address after: 570208 Hainan Province, Haikou city haidiandao Meilan District No. 1 South Zhao Wan Xing Lu Liwan Lok Hin 804 Patentee after: Guofa Ocean Engineering (Hainan) Co.,Ltd. Address before: Beiyuan Potou District 524057 in Guangdong province Zhanjiang City Nanhai West Oil Company Building 5 room 404 Patentee before: Gu Guowei |
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| DD01 | Delivery of document by public notice | ||
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Addressee: Li Jun Document name: payment instructions |
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| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: Li Jun Document name: payment instructions |
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Addressee: Li Jun Document name: Notice of Termination of Patent Rights |