CN2772956Y - Float island building structure - Google Patents
Float island building structure Download PDFInfo
- Publication number
- CN2772956Y CN2772956Y CN 200520001446 CN200520001446U CN2772956Y CN 2772956 Y CN2772956 Y CN 2772956Y CN 200520001446 CN200520001446 CN 200520001446 CN 200520001446 U CN200520001446 U CN 200520001446U CN 2772956 Y CN2772956 Y CN 2772956Y
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- China
- Prior art keywords
- monomer
- deck
- building structure
- float
- chain
- 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 - Lifetime
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- 239000000178 monomer Substances 0.000 claims abstract description 47
- 238000004873 anchoring Methods 0.000 claims abstract description 12
- 239000004568 cement Substances 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 240000007817 Olea europaea Species 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 239000004567 concrete Substances 0.000 claims description 7
- 239000011150 reinforced concrete Substances 0.000 claims description 7
- 239000013505 freshwater Substances 0.000 claims description 6
- 238000000926 separation method Methods 0.000 claims description 6
- 239000003795 chemical substances by application Substances 0.000 claims description 4
- 238000006073 displacement reaction Methods 0.000 claims description 4
- 239000004677 Nylon Substances 0.000 claims description 3
- 229920001778 nylon Polymers 0.000 claims description 3
- 239000000725 suspension Substances 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 claims description 2
- 238000009432 framing Methods 0.000 claims description 2
- 239000000463 material Substances 0.000 claims description 2
- 238000007667 floating Methods 0.000 abstract description 4
- 230000009471 action Effects 0.000 description 3
- 150000001875 compounds Chemical class 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 241000196324 Embryophyta Species 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 241000785736 Pholis crassispina Species 0.000 description 1
- 230000004308 accommodation Effects 0.000 description 1
- 238000010306 acid treatment Methods 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002706 hydrostatic effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
- 238000009736 wetting Methods 0.000 description 1
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Abstract
The utility model discloses a float island building structure. A main structure comprises a plurality of float chamber monomers, connecting devices, and anchoring and positioning devices, wherein the float chamber monomers are spliced and formed by the connecting devices with a chain ring type, and the connecting devices are arranged on natural shafts at the cross sections of both ends of each of the monomers and composed of hanging rings at the D end of both ends of each of the monomers, connecting shackles and chain rings at tail ends. Each floating chamber monomer uses a mixed frame structure and comprises a deck, a bottom, an inner frame, a cabin wall, a broadside plate and an end wall plate, wherein the deck and the bottom have longitudinal frame structures, and the broadside plate has the transverse frame structure. Each anchoring and positioning device is composed of an anchor, an anchor chain, a tube of the anchor chain and a chain tying pile and is arranged on each floating chamber monomer. The utility model has the advantages of magnificent scale, unique structure, high technological performance and high durability.
Description
Technical field
The utility model relates to a kind of mobile structure, particularly a kind of large-scale artificial activity island building.
Background technology
General natural island are fixed owing to the geographic position, and owing to be subjected to the restriction of its natural landscape, its developability is relatively poor.
The utility model content
At said circumstances, the purpose of this utility model be to provide a kind of different with the general nature island, and can include the artificial activity island building of the various advantages in nature island; To solve the existing deficiency in nature island.
For achieving the above object, the technical solution adopted in the utility model is:
A kind of float island building structure, its agent structure includes several buoyancy tank monomers, connecting device, reaches mooring positioning device, its buoyancy tank monomer is to piece together composing type by the chain ring type connecting device, this connecting device is installed in the position of monomer two ends section natural axis, and it is made up of the D end suspension ring, joining shackle and the end link that are installed in the monomer two ends;
This buoyancy tank monomer adopts hybrid structure formula structure, and it includes deck, bottom, inner skeleton, bulkhead, side plate and front sheet, and its deck and bottom are the longitudinal system structure, and its side plate is the transverse framing system structure;
Constitute 16 independently watertight divisions by two road longitudinal bulkheads and the five road transcerse bulkheads that are provided with under this deck, this deck is provided with outfitting, and this deck level is provided with the various superstructures of satisfying different functions of use and view requirement;
This mooring positioning device is made up of anchor, anchor chain, chain pipe and tethers stake, and it is arranged on each buoyancy tank monomer.
The middle part separation of described watertight division is provided with sewerage treatment space, two water storage hold and fresh water tank at interval, and other separations can be divided according to function and be arranged to electromechanical appliance cabin, pump room and storage thing cabin.
Described sewerage treatment space, two water storage holds and fresh water tank inwall adopt the ferro-cement clad can, and the bottom skeleton is a concrete steel concrete structure.
The described monomer outside is provided with rubber convoy material.
The inner skeleton of described monomer and bulkhead are that steel structure, base plate are that reinforced concrete structure, side plate and front sheet are that the structure of covering ferro-cement on the steel plate is adopted on ferro-cement structure, deck.
Lower edge is provided with special rubber buffer on the described front sheet.
Be provided with anchoring location that is beneficial to monomer and the auxiliary connecting device that is shifted by end boat side on the described deck.
Described auxiliary connecting device is weak point olive system, and it is made up of olive stake of single-column band and nylon olive.
Allow to a certain degree each between the described buoyancy tank monomer to displacement.
Because the utility model has adopted said structure, makes them different with the general nature island, but have stronger wetting ability that the gulf lagoon island all can be carried out various forms of aquatic sports and recreational fishing activity outward.It is actually a marine movable floating harbour magnificent in scale, all can stop yacht accommodation ship and supply boat all around; The central area of its float island can be used the settling type technology central fountain is set.Anchoring system positions because each buoyancy tank monomer is equipped with independently, can be aweather, keep stable under the wave, the worst compound action of stream at each, and with the fluctuation and sea level one lifting of morning and evening tides, wind loading rating is more than 12 grades, in addition, can spread certain thickness skin-grafting soil to satisfy its growth requirement according to the growth demand of various salt-tolerant plants on the pontoon deck.The combination anchoring system of float island to stressed situation, is made up of anchor chain and the reinforced concrete frog anchor and the high holding power anchor of different size and kind by each.Anchor chain is all from the entry of buoyancy tank bottom, solved routine and cast anchor in the mode, and anchor chain spatters the difficult problem that the district is easy to corrode at wave.
Description of drawings
Figure 1A, 1B are the utility model buoyancy tank monomer master layout scheme drawing and lateral plan;
Fig. 2 A, 2B are the utility model buoyancy tank monomer basic block diagram and lateral plan;
Fig. 3 is the utility model buoyancy tank unitary construction section-drawing;
Fig. 4 is the utility model connecting device scheme drawing;
Fig. 5 arranges scheme drawing for the utility model anchoring.
The specific embodiment
For the clear structure of the present utility model of your inspector is formed, conjunction with figs. is described as follows now:
The building structure of the utility model float island, its agent structure dozens of buoyancy tank monomer assembles, and adopts the combination anchoring system to locate at sea, and between island, forming in the island has the gulf, and the island is arranged in the gulf, the view that has characteristic that the island, island links to each other.
The correlation technique design-build of this float island building integrated application Marine engineering, port engineering and ocean engineering, its agent structure is by long 60m, the dozens of buoyancy tank monomer of wide 30m is pieced together composing type at sea by special connecting device.
As Figure 1A, 1B; Fig. 2 A, 2B; And shown in Figure 3, the buoyancy tank monomer adopts ferro-cement, steel, reinforced concrete mixed system, and outside plate adopts the strong composite material of corrosion stability, i.e. ferro-cement in seawater.It includes: the base plate 32 that ferro-concrete is made, gunnel be vertical to spread out 33, deck longitudinal 36 (29) and deck vertically spread out 37 (210), web beam 38 (27), pillar 39, the vertical bone 310 in the end and the end indulge and spread out 311 etc.By the moulding of high frequency grouting new process, have good integrity, impervious strong, big from heavy and light, intensity height, bearing capacity, characteristics such as good endurance.Its deck 21 and bottom are crossbearer formula structure for vertical posture structure, side plate 23.Inner skeleton and bulkhead 35 are steel structure, and base plate 22,32 is a reinforced concrete, and side plate 23,34 and front sheet 24 are ferro-cement, and deck 21 is adopted on the steel plate and covered ferro-cement.
The deck has two road longitudinal bulkheads 26 and five road transcerse bulkheads 25, forms 16 independently watertight divisions, to improve resistance to sinking.The middle part separation is provided with sewerage treatment space, two water storage hold and fresh water tank at interval.Function according to the float island zone is divided, and in all the other separations, the electromechanical appliance cabin can be set, facilities such as pump room and storage thing cabin.Sewerage treatment space wherein, two water storage holds and fresh water tank inwall adopt ferro-cement clad can 31, and the bottom skeleton is the concrete steel concrete, to improve the durability and the water security of bulkhead.
The marine paint applications are all adopted on steel structure surface, and reinforced concrete and ferro-cement surface allly require application, all need through cleanup acid treatment, to improve the durability of coating.
The deck be provided with tethers stake 13, chain pipe 12, band olive stake 14, flush scuttle, manhole and vest sleeve etc. outfitting.The monomer outside is provided with rubber fender 15, has the functions of use of floating landing stage, can the alongside crew boat, supply boat and yacht, saved the huge investment of building harbour on the natural island.
Deck level can be provided with the superstructure of form and different style according to operating needs, to satisfy different functions of use and view requirement.As spreading certain thickness skin-grafting soil to satisfy its growth requirement according to the growth demand of various salt-tolerant plants.
Adopt chain ring type connecting device 16 between the buoyancy tank monomer, this connecting device is installed in the position of monomer two ends section natural axis, please be simultaneously with reference to Fig. 4, and it is made up of the D end suspension ring 43, joining shackle 41 and the end link 42 that are installed in the monomer two ends.Allow to a certain degree each between two buoyancy tank monomers to displacement, utilize the hydrostatic characteristic of buoyancy aid and the kinergety and the wave impact force of flow dynamic characteristic decay monomer, make the chain ring type connecting device have bigger margin f sefety.Lower edge is provided with special rubber buffer 44 (17) on front sheet, and maximum compressibility is 50%.
In addition, be provided with auxiliary connecting device 11 by end boat side on the deck, in order to the anchoring location and the displacement of buoyancy tank monomer.Auxiliary connecting device is weak point olive system, and it is made up of olive stake of single-column band and nylon olive.Under average service conditions, can guarantee reliable connection and resistance to overturning between the monomer.
In addition, each buoyancy tank monomer is equipped with independently that anchoring system positions, can be aweather, keep stable under the wave, the worst compound action of stream at each, and with the fluctuation and sea level one lifting of morning and evening tides, wind loading rating is more than 12 grades.This mooring positioning device is made up of anchor, anchor chain 53, chain pipe 54 and 55 of tethers stakes.Anchor chain 53 passes through chain pipe 54 from the bottom entry of buoyancy tank monomer, Primary Location when high water level, and tight chain during to low water is finally located monomer.Typical case's anchoring mode of monomer is that every monomer is established the inside and outside Eight characters anchor of four tools altogether, and anchor chain 53 is 45 degree with the angle of monomer line of centers, and chain pipe 54 is parallel with the monomer line of centers, should ask simultaneously with reference to shown in Figure 5 less than 45 degree with the angle of cut of base plate.According to the natural conditions of using the waters,, after force analysis or model test, can do suitable reinforcement to the anchor chain of wind, wave, stream compound action lower stress maximum.The combination anchoring system of float island to stressed situation, is made up of anchor chain and the reinforced concrete frog anchor 51 and the high holding power anchor 52 of different size and kind by each.Anchor chain is all from the entry of buoyancy tank bottom, solved routine and cast anchor in the mode, and anchor chain spatters the difficult problem that the district is easy to corrode at wave.
In sum; the utility model is from application target; on the usefulness; viewpoint such as progressive and novelty is set forth; the practical improvement that it has; function enhancement and use important document that patent law is emphasized have been met; explanation and accompanying drawing that the utility model is above; it only is preferred embodiment of the present utility model; be not to limit to the utility model with this; therefore; all all and the utility model structures; device; features etc. are approximate; duplicate; be allly to replace or modification etc. according to the utility model patent claim being equal to of doing, all should still belong within the scope of patent application protection of the present utility model.
Claims (9)
1, a kind of float island building structure, it is characterized in that: its agent structure includes several buoyancy tank monomers, connecting device, reaches mooring positioning device, its buoyancy tank monomer is to piece together composing type by the chain ring type connecting device, this connecting device is installed in the position of monomer two ends section natural axis, and it is made up of the D end suspension ring, joining shackle and the end link that are installed in the monomer two ends;
This buoyancy tank monomer adopts hybrid structure formula structure, and it includes deck, bottom, inner skeleton, bulkhead, side plate and front sheet, and its deck and bottom are the longitudinal system structure, and its side plate is the transverse framing system structure;
Constitute 16 independently watertight divisions by two road longitudinal bulkheads and the five road transcerse bulkheads that are provided with under this deck, this deck is provided with outfitting, and this deck level is provided with the various superstructures of satisfying different functions of use and view requirement;
This mooring positioning device is made up of anchor, anchor chain, chain pipe and tethers stake, and it is arranged on each buoyancy tank monomer.
2, float island building structure as claimed in claim 1, it is characterized in that: the middle part separation of described watertight division is provided with sewerage treatment space, two water storage hold and fresh water tank at interval, and other separations can be divided according to function and be arranged to electromechanical appliance cabin, pump room and storage thing cabin.
3, float island building structure as claimed in claim 2 is characterized in that: described sewerage treatment space, two water storage holds and fresh water tank inwall adopt the ferro-cement clad can, and the bottom skeleton is a concrete steel concrete structure.
4, float island building structure as claimed in claim 1 is characterized in that: the described monomer outside is provided with rubber convoy material.
5, float island building structure as claimed in claim 1 is characterized in that: the inner skeleton of described monomer and bulkhead are that steel structure, base plate are that reinforced concrete structure, side plate and front sheet are that the structure of covering ferro-cement on the steel plate is adopted on ferro-cement structure, deck.
6, float island building structure as claimed in claim 1, it is characterized in that: lower edge is provided with special rubber buffer on the described front sheet.
7, float island building structure as claimed in claim 1 is characterized in that: be provided with anchoring location that is beneficial to monomer and the auxiliary connecting device that is shifted by end boat side on the described deck.
8, float island building structure as claimed in claim 7 is characterized in that: described auxiliary connecting device binds for short olive, and it is made up of single-column band olive and nylon olive.
9, float island building structure as claimed in claim 1 is characterized in that: certain each arranged to displacement between the described buoyancy tank monomer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520001446 CN2772956Y (en) | 2005-01-24 | 2005-01-24 | Float island building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520001446 CN2772956Y (en) | 2005-01-24 | 2005-01-24 | Float island building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2772956Y true CN2772956Y (en) | 2006-04-19 |
Family
ID=36708214
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520001446 Expired - Lifetime CN2772956Y (en) | 2005-01-24 | 2005-01-24 | Float island building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2772956Y (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2009092223A1 (en) * | 2008-01-22 | 2009-07-30 | Shiyong Xu | A floating type hotel |
| CN101850834A (en) * | 2010-06-11 | 2010-10-06 | 许是勇 | Semi-submersible type multifunctional jetty |
| CN102277878A (en) * | 2011-05-12 | 2011-12-14 | 天津大学 | Floating foundation and construction method thereof |
| CN102730163A (en) * | 2011-04-02 | 2012-10-17 | 郭奎章 | Ocean floating island and technological process for manufacturing same |
| CN102870718A (en) * | 2012-10-26 | 2013-01-16 | 朱元康 | Multifunctional wire mesh cement culturing module and using method thereof |
| CN102910263A (en) * | 2012-10-08 | 2013-02-06 | 杜卫冲 | Platform construction component, water floating structure and production method of platform construction component |
| CN104326061B (en) * | 2014-07-16 | 2016-07-06 | 罗煜 | A kind of wind and wave resistance structure of pontoon dock |
| CN106741693A (en) * | 2016-12-27 | 2017-05-31 | 东北农业大学 | One kind drift ground |
| CN109131776A (en) * | 2018-10-26 | 2019-01-04 | 上海船舶研究设计院（中国船舶工业集团公司第六0四研究院） | Modularization floating dock |
| CN110395364A (en) * | 2019-08-23 | 2019-11-01 | 上海蕤洋海洋工程技术有限公司 | Offshore floating island, offshore floating island group and construction method of offshore floating island |
| WO2021154163A1 (en) * | 2020-01-29 | 2021-08-05 | Boonlikitcheva Pichit | Reinforcing device of floating structure |
-
2005
- 2005-01-24 CN CN 200520001446 patent/CN2772956Y/en not_active Expired - Lifetime
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2009092223A1 (en) * | 2008-01-22 | 2009-07-30 | Shiyong Xu | A floating type hotel |
| CN101850834A (en) * | 2010-06-11 | 2010-10-06 | 许是勇 | Semi-submersible type multifunctional jetty |
| CN102730163B (en) * | 2011-04-02 | 2016-06-22 | 郭奎章 | Marine chinampa and manufacture this chinampa, sea technological process |
| CN102730163A (en) * | 2011-04-02 | 2012-10-17 | 郭奎章 | Ocean floating island and technological process for manufacturing same |
| CN102277878B (en) * | 2011-05-12 | 2014-03-12 | 江苏道达海上风电工程科技有限公司 | Floating foundation and construction method thereof |
| CN102277878A (en) * | 2011-05-12 | 2011-12-14 | 天津大学 | Floating foundation and construction method thereof |
| CN102910263A (en) * | 2012-10-08 | 2013-02-06 | 杜卫冲 | Platform construction component, water floating structure and production method of platform construction component |
| CN102870718A (en) * | 2012-10-26 | 2013-01-16 | 朱元康 | Multifunctional wire mesh cement culturing module and using method thereof |
| CN102870718B (en) * | 2012-10-26 | 2015-05-06 | 朱元康 | Multifunctional wire mesh cement culturing module and using method thereof |
| CN104326061B (en) * | 2014-07-16 | 2016-07-06 | 罗煜 | A kind of wind and wave resistance structure of pontoon dock |
| CN106741693A (en) * | 2016-12-27 | 2017-05-31 | 东北农业大学 | One kind drift ground |
| CN106741693B (en) * | 2016-12-27 | 2018-07-06 | 东北农业大学 | A kind of drift ground |
| CN109131776A (en) * | 2018-10-26 | 2019-01-04 | 上海船舶研究设计院（中国船舶工业集团公司第六0四研究院） | Modularization floating dock |
| CN110395364A (en) * | 2019-08-23 | 2019-11-01 | 上海蕤洋海洋工程技术有限公司 | Offshore floating island, offshore floating island group and construction method of offshore floating island |
| WO2021154163A1 (en) * | 2020-01-29 | 2021-08-05 | Boonlikitcheva Pichit | Reinforcing device of floating structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: FUJIAN YONGKANG FLOATING STRUCTURE TECHNOLOGY CO. Free format text: FORMER OWNER: XU SHIYONG; PATENTEE Effective date: 20070713 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20070713 Address after: 108 No. 350000 Fujian province Fuzhou Mawei District Jiangbin East Avenue Patentee after: Fujian Yong Yong floating structure technology development Co.,Ltd. Address before: 350003 No. 6, Choi Choi Road, Gulou District, Fujian, Fuzhou Co-patentee before: Zhu Yuankang Patentee before: Xu Shiyong |
|
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| RR01 | Reinstatement of patent right | ||
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20150124 Granted publication date: 20060419 |