CN110282081A - A kind of marine city platform mooring system - Google Patents
A kind of marine city platform mooring system Download PDFInfo
- Publication number
- CN110282081A CN110282081A CN201910669267.2A CN201910669267A CN110282081A CN 110282081 A CN110282081 A CN 110282081A CN 201910669267 A CN201910669267 A CN 201910669267A CN 110282081 A CN110282081 A CN 110282081A
- Authority
- CN
- China
- Prior art keywords
- steel
- needle
- steel cylinder
- cylinder stake
- conial
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 73
- 239000010959 steel Substances 0.000 claims abstract description 73
- 235000014653 Carica parviflora Nutrition 0.000 description 13
- 241000243321 Cnidaria Species 0.000 description 12
- 239000004568 cement Substances 0.000 description 5
- 230000000712 assembly Effects 0.000 description 4
- 238000000429 assembly Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000011435 rock Substances 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 244000132059 Carica parviflora Species 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000002308 calcification Effects 0.000 description 1
- FYHXNYLLNIKZMR-UHFFFAOYSA-N calcium;carbonic acid Chemical group [Ca].OC(O)=O FYHXNYLLNIKZMR-UHFFFAOYSA-N 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002075 main ingredient Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 108010048734 sclerotin Proteins 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- 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
Marine city platform mooring system, including the multiple steel cylinder stakes being centered around around reef disk, at least two anchor chains are connected in each steel cylinder stake, the other end of the anchor chain is connected with the inside of hollow marine city platform, and the anchor point between anchor chain and marine city platform is uniformly distributed, the steel cylinder stake is cylindric hollow structure, multilayer equally distributed steel needle component layer in the longitudinal direction is provided on its inner wall, each layer of steel needle component layer is all made of multiple steel needle components equally distributed in a circumferential direction, the steel needle component includes the needle stand being fixedly connected on steel cylinder stake inner wall, steel conial needle is slidably connected in the needle stand, one end of the steel conial needle is circular cone pointed nose, the circular cone pointed nose matches with the through-hole being provided on steel cylinder stake side wall, the other end of the steel conial needle is then provided with limiting section, institute The step for being provided in needle stand and matching with the limiting section is stated, the needle stand is located at the open at one end inside steel cylinder stake.
Description
Technical field
The present invention relates to marine large-sized artificial chinampa and platform field, especially a kind of marine city platform mooring system.
Background technique
It is badly in need of building a collection of marine city group at the South Sea in China.And success constructs marine city group, ocean current weight
One of influence factor wanted, in the case where there is storm, ocean current be to the horizontal thrust of marine city it is very huge, it is traditional
The mooring positioning method of ship or ocean platform can not consolidate, safely the mooring of realization marine city positions,
South China Sea, coral reef is numerous, and it is coral living after death sclerotin calcification that coral reef, which is formed by reef disk, and main ingredient is carbonic acid
Calcium although surface hardness is lower than rock, and is much higher than gravel and soil.After breaking the surface of coral reef, do not have below
Basement rock, so friction pile can only be made, but coral reef to stake surface almost without tension, that is to say, that Gu stake poor ability, forms
Usually said slips stake, so if the anchor structure using common friction pile as seabed, it is difficult to competent marine city
Powerful horizontal thrust,
In order to preferably construct marine city platform, it is badly in need of a kind of method or apparatus for being able to solve the above problem now.
Summary of the invention
The present invention is to propose that one kind is simple in sturcture, ingenious in design in order to solve above-mentioned deficiency present in the prior art, fit
Marine city platform mooring system for the anchoring of coral reef reef disk.
The technical solution of the invention is as follows: a kind of marine city platform mooring system, it is characterised in that: the system
Including the multiple steel cylinder stakes 1 being centered around around reef disk, at least two anchor chains 2, the anchor chain 2 are connected in each steel cylinder stake 1
The other end be connected with the inside of hollow marine city platform 3, and the anchor point between anchor chain 2 and marine city platform 3
It is uniformly distributed,
The steel cylinder stake 1 is cylindric hollow structure, and multilayer equally distributed steel in the longitudinal direction is provided on its inner wall
Needle assemblies layer, each layer of steel needle component layer are all made of multiple steel needle components 4 equally distributed in a circumferential direction, the steel
Needle assemblies 4 include the needle stand 5 being fixedly connected on 1 inner wall of steel cylinder stake, slidably connect steel conial needle 6, the steel in the needle stand 5
One end of awl 6 is circular cone pointed nose 7, and the circular cone pointed nose 7 matches with the through-hole 8 being provided on 1 side wall of steel cylinder stake, institute
The other end for stating steel conial needle 6 is then provided with limiting section 9, and the step to match with the limiting section 9 is provided in the needle stand 5
10, the needle stand 5 is located at the open at one end inside steel cylinder stake 1.
The present invention compared with the existing technology, has the advantages that
The marine city platform mooring system of this kind of structure type, it is simple in sturcture, ingenious in design, it is rationally distributed.It is for biography
The friction pile of system is solid when bottom reef disk is coral reef, and stake ability is poor, the problem of being easy to slip, designs a kind of special construction
Steel cylinder stake, after pouring expanding cement, multiple steel conial needles that expanding cement can drive it internal pierce out outward for this steel cylinder stake, and
It pricks on coral reef, is embedded in the steel conial needle in coral reef using these and forms powerful frictional force, to guarantee steel cylinder stake energy
It is enough us shown firmly attached on reef disk, the phenomenon that can effectivelying prevent occurring slipping.This steel cylinder stake cooperation is with more anchor chains, in mouth word
The marine city platform interior of type anchors it, can well solve its mooring orientation problem.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the embodiment of the present invention.
Fig. 2 is the structural schematic diagram of steel needle components in the embodiment of the present invention.
Fig. 3 is the schematic diagram of steel cylinder stake and reef disk connection status in the embodiment of the present invention.
Specific embodiment
Below in conjunction with Detailed description of the invention a specific embodiment of the invention.It is as shown in Figure 1, Figure 2, Figure 3 shows: a kind of marine city
Platform mooring system, it includes the multiple steel cylinder stakes 1 being centered around around reef disk, is connected at least two in each steel cylinder stake 1
The other end of anchor chain 2, the anchor chain 2 is connected with the inside of hollow marine city platform 3, and anchor chain 2 and marine city are flat
Anchor point between platform 3 is uniformly distributed,
The steel cylinder stake 1 is cylindric hollow structure, and multilayer equally distributed steel in the longitudinal direction is provided on its inner wall
Needle assemblies layer, each layer of steel needle component layer are all made of multiple steel needle components 4 equally distributed in a circumferential direction, the steel
Needle assemblies 4 include the needle stand 5 being fixedly connected on 1 inner wall of steel cylinder stake, slidably connect steel conial needle 6, the steel in the needle stand 5
One end of awl 6 is circular cone pointed nose 7, and the circular cone pointed nose 7 matches with the through-hole 8 being provided on 1 side wall of steel cylinder stake, institute
The other end for stating steel conial needle 6 is then provided with limiting section 9, and the step to match with the limiting section 9 is provided in the needle stand 5
10, the needle stand 5 is located at the open at one end inside steel cylinder stake 1.
The course of work of the marine city platform mooring system of the embodiment of the present invention is as follows: first in corallaceous reef disk week
It encloses and squeezes into multiple steel cylinder stakes 1, the quantity of steel cylinder stake 1 and specific distribution situation can be according to actual conditions such as shape, the sizes of reef disk
It is determined, this is that those skilled in the art can accomplish；After the completion of all steel cylinder stakes 1 all construct, it is arranged on it
At least two anchor chains, the other end of all anchor chains 2 are then connected with the inside of the marine city platform 3 of hollow, and in steady
Fixed to consider, all anchor node needs are uniformly distributed.
When constructing steel cylinder stake 1, coral reef is punched into the cylinder barrel part of steel cylinder stake 1 first, then to its internal cavity
Middle perfusion expanding cement, expanding cement can generate expansive force huge, that direction is outside in solidification, and dynamic institute is pushed in this demi-inflation
Some steel conial needles 6 slide in needle stand 5, and the cone pointed nose 7 of all steel conial needles 6 is pierced by from through-hole 8, and is embedded into coral reef
In, after the limiting section 9 on steel conial needle 6 is contacted with step 10, steel conial needle 6 can not be moved on；After expanding cement solidification, steel cylinder
All steel conial needles 6 in stake 1 stretch out, these steel conial needles 6 contact with the coral reef of surrounding in the circumferential, to allow 1 He of steel cylinder stake
Coral reef forms secured, stable connection.
Claims (1)
1. a kind of marine city platform mooring system, it is characterised in that: the system include be centered around it is multiple around reef disk
Steel cylinder stake (1) is connected at least two anchor chains (2), the other end and hollow of the anchor chain (2) on each steel cylinder stake (1)
The inside of marine city platform (3) is connected, and the anchor point between anchor chain (2) and marine city platform (3) is uniformly distributed,
The steel cylinder stake (1) is cylindric hollow structure, and it is equally distributed in the longitudinal direction to be provided with multilayer on its inner wall
Steel needle component layer, each layer of steel needle component layer is all made of multiple steel needle components (4) equally distributed in a circumferential direction, described
Steel needle component (4) include the needle stand (5) that is fixedly connected on steel cylinder stake (1) inner wall, slidably connects steel in the needle stand (5)
Awl (6), one end of the steel conial needle (6) are circular cone pointed nose (7), the circular cone pointed nose (7) and are provided with steel cylinder stake (1)
Through-hole (8) on side wall matches, and the other end of the steel conial needle (6) is then provided with limiting section (9), sets in the needle stand (5)
It is equipped with the step (10) to match with the limiting section (9), the needle stand (5) is located at the internal open at one end of steel cylinder stake (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910669267.2A CN110282081A (en) | 2019-07-24 | 2019-07-24 | A kind of marine city platform mooring system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910669267.2A CN110282081A (en) | 2019-07-24 | 2019-07-24 | A kind of marine city platform mooring system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110282081A true CN110282081A (en) | 2019-09-27 |
Family
ID=68022282
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910669267.2A Pending CN110282081A (en) | 2019-07-24 | 2019-07-24 | A kind of marine city platform mooring system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110282081A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110723254A (en) * | 2019-10-17 | 2020-01-24 | 中国科学院南海海洋研究所 | Self-growing fixing method for buoy anchoring in coral reef abrupt slope area |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203475429U (en) * | 2013-09-10 | 2014-03-12 | 西南交通大学 | Combined type anchor rod suitable for loess side slope |
| CN105416511A (en) * | 2015-10-20 | 2016-03-23 | 大连连船重工有限公司 | Semi-submersible piling marine platform positioning system |
| CN105821897A (en) * | 2016-03-29 | 2016-08-03 | 中国水利水电科学研究院 | Vibroflotation mooring pile for reinforcing offshore wind power soft foundation and construction technology and equipment thereof |
| KR101656694B1 (en) * | 2015-04-23 | 2016-09-13 | (주)동명기술공단종합건축사사무소 | Submarine structure construction method using rotation type head fixing apparatus |
| CN106638592A (en) * | 2016-12-29 | 2017-05-10 | 青建集团股份公司 | Drive anchor rod in complicated geological condition and construction method thereof |
| CN206319316U (en) * | 2016-11-30 | 2017-07-11 | 董双勇 | A kind of new hangnail anchor pole |
| CN207173911U (en) * | 2017-08-10 | 2018-04-03 | 南通理工学院 | A kind of large ocean artificial floating island |
| CN107905224A (en) * | 2017-11-19 | 2018-04-13 | 三峡大学 | It is a kind of to expand head in perforate steel pipe to improve the anchor structure of anti-pulling of anchor bar and construction method using expanding cement |
| CN109487806A (en) * | 2019-01-04 | 2019-03-19 | 皖西学院 | A kind of soil compaction expansion anchor rod structure |
| CN210258752U (en) * | 2019-07-24 | 2020-04-07 | 大连壹海科技有限公司 | Offshore city platform mooring system |
-
2019
- 2019-07-24 CN CN201910669267.2A patent/CN110282081A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203475429U (en) * | 2013-09-10 | 2014-03-12 | 西南交通大学 | Combined type anchor rod suitable for loess side slope |
| KR101656694B1 (en) * | 2015-04-23 | 2016-09-13 | (주)동명기술공단종합건축사사무소 | Submarine structure construction method using rotation type head fixing apparatus |
| CN105416511A (en) * | 2015-10-20 | 2016-03-23 | 大连连船重工有限公司 | Semi-submersible piling marine platform positioning system |
| CN105821897A (en) * | 2016-03-29 | 2016-08-03 | 中国水利水电科学研究院 | Vibroflotation mooring pile for reinforcing offshore wind power soft foundation and construction technology and equipment thereof |
| CN206319316U (en) * | 2016-11-30 | 2017-07-11 | 董双勇 | A kind of new hangnail anchor pole |
| CN106638592A (en) * | 2016-12-29 | 2017-05-10 | 青建集团股份公司 | Drive anchor rod in complicated geological condition and construction method thereof |
| CN207173911U (en) * | 2017-08-10 | 2018-04-03 | 南通理工学院 | A kind of large ocean artificial floating island |
| CN107905224A (en) * | 2017-11-19 | 2018-04-13 | 三峡大学 | It is a kind of to expand head in perforate steel pipe to improve the anchor structure of anti-pulling of anchor bar and construction method using expanding cement |
| CN109487806A (en) * | 2019-01-04 | 2019-03-19 | 皖西学院 | A kind of soil compaction expansion anchor rod structure |
| CN210258752U (en) * | 2019-07-24 | 2020-04-07 | 大连壹海科技有限公司 | Offshore city platform mooring system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110723254A (en) * | 2019-10-17 | 2020-01-24 | 中国科学院南海海洋研究所 | Self-growing fixing method for buoy anchoring in coral reef abrupt slope area |
| CN110723254B (en) * | 2019-10-17 | 2021-06-01 | 中国科学院南海海洋研究所 | Self-growing fixing method for buoy anchoring in coral reef abrupt slope area |
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