CN206317989U - Floating dolphin landing stage - Google Patents
Floating dolphin landing stage Download PDFInfo
- Publication number
- CN206317989U CN206317989U CN201621455631.3U CN201621455631U CN206317989U CN 206317989 U CN206317989 U CN 206317989U CN 201621455631 U CN201621455631 U CN 201621455631U CN 206317989 U CN206317989 U CN 206317989U
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- China
- Prior art keywords
- main hull
- landing stage
- drinking water
- anchor
- floating
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- Expired - Fee Related
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Abstract
A kind of floating dolphin landing stage includes main hull, and the main hull bottom is provided with multiple drinking water bodies being parallel to each other, and drinking water is provided with ballast tank in vivo；It is connected in main hull front at least provided with the anchor chain that a pair are symmetrical arranged in anchor capstan, anchor capstan connection through the hawse-pipe on main hull with being located at the anchor of main hull bottom.The utility model has the advantages that, improve the utility of coastline of port and pier, particularly original old harbour is renovated, the solution for anchor of exempting to cast anchor can be provided for substantial amounts of harbour anchorage by using the arrangement form of multiple rows of row combination, bank electricity is inputted into this floating dolphin landing stage using very simple technique to realize come port berthing ship lay day " oil changes electricity ", positive booster action is played to build green harbour.
Description
Technical field
This project is related to a kind of floating dolphin landing stage, and its structure type is simple, cheap, deep with enough drinking water
The drinking water of degree and anchor chain exit point is more than the extreme draft for mooring waters ship.
Background technology
Existing port and pier have jetty type wharf, quay by horizontal layout form, dig into formula harbour, island-type pier
With formula harbour in dike；This kind of Wharf Construction investment is huge, and the construction period is long, and the big-and-middle-sized harbour in generally harbour and inland is adopted
With；Most of inland rivers and the port and pier in reservoir waters are influenceed typically to use special landing stage by the seasonal water level swell that disappears
Form, water level phase of rising that disappears wants frequent shifting berth, causes to be unable to the actual conditions of operation during its shifting berth, to normal production and operation order
Impact, and the old anchoring in landing stage and the formation of mooring form can only moor a boat by waters center side, utility of coastline
It is extremely low, and being exposed to the anchor chain and mooring cable of the water surface and being had the wet season more wound by a large amount of floating refuses, but can not be with very
Convenient method cleaning, has uglified harbour water area environment, has a ship waters wide, there is large number of different types of anchor
Ground, but be all the form of single secure anchoring up to now, and this anchoring approach wastes a large amount of water surface areas.Before setting sail
Necessarily unmoor, build fixed anchorage and carry out the mode of anchorage ship and also there is no precedent.Due to being independent anchoring, ship is in anchoring
Harbor generator is at least also used in period, substantial amounts of ship is generated electricity using subsidiary engine in anchorage causes substantial amounts of waste gas row again
Put, severe contamination harbour environment.
With the fast development of economic society, China faces resource environment constraint, communications and transportation development and faces soil, water front
The rigid constraint of resource scarcity will be further exacerbated by, and more urgent requirement is proposed to communications and transportation Green Development.Therefore, build
If green harbour is the important measures for promoting transportation Green Development.Now, limited harbour coastline resource is non-renewable,
Old terminal facilities, equipment and very low utilization rate hinders the fast development of port construction.
The content of the invention
The technical problems to be solved in the utility model is to provide a kind of floating dolphin landing stage to improve the bank of port and pier
Line use ratio, particularly renovates to original old harbour, uses the arrangement form of multiple rows of multiple row chain of rings combination can be with
The solution for anchor of exempting to cast anchor is provided for substantial amounts of harbour anchorage, bank electricity is inputted by ship by this floating using very simple technique
Pier landing stage, which is realized, carrys out port berthing ship lay day " oil changes electricity ", and positive booster action is played to build green harbour.
In order to solve the above technical problems, the technical solution adopted in the utility model, which is a kind of floating dolphin landing stage, includes master
Hull, the main hull bottom is provided with ballast tank in vivo provided with drinking water body, drinking water；
In main hull front main ship is passed through at least provided with the anchor chain that a pair are symmetrical arranged in anchor capstan, anchor capstan connection
Hawse-pipe on body is connected with being located at the anchor of main hull bottom.
Further, the hawse-pipe is penetrated from main hull front and passed from drinking water body bottom, the master in hawse-pipe exit
Hull base plate is set and hawse-pipe central axis.
Further, four drinking water bodies set up separately at four angles of main hull bottom.
Further, main hull bottom is provided with a drinking water body, and drinking water body forms a Back Word along main hull bottom margin
Type closed shape.
Further, main hull bottom symmetrical absorbs water provided with two and is not connected between bodies, two described drinking water bodies.
Further, the ballast tank of each drinking water body carries out ballast or off-load using portable pump.
Further, the drinking water of the drinking water body, which is more than, moors most gobbling for waters berthing this floating dolphin landing stage ship
Water.
Further, bank electricity can be inputted this floating dolphin by the floating dolphin landing stage using very simple technique
Landing stage, realizes and carrys out port berthing ship lay day " oil changes electricity ".
The utility model has the advantages that：
1st, the floating dolphin landing stage after anchorage is appropriate, because of its anchor chain exit point（Hawse-pipe is exported）With enough depth,
Using when the water-area navigation or berthing operation ship are heavily loaded extreme draft deeply plus rich d -trans- allethrin as its draft.When carrying out ship berthing
Without producing anchor chain touching carry out ship and hindered because its anchor chain exit point is relatively deep, forming peripheral direction all around can moor
The floating dolphin of ship, economic and practical, operation technique is simple, construction cost is cheap, is efficiently to utilize non-renewable harbour bank
Line resource provides a solution.
2nd, floating dolphin landing stage only set anchor and anchor chain it is supporting come anchorage landing stage, exempt to set to bank base mooring hawser be set, it is excellent
In conventional landing stage as fine as a spider's web cable lead around defect, can create whole in the waters collar of its berthing inward ship operation
Clean, safe water environment.
3rd, with two this landing stages and any pierhead pontoon as dried food and nuts pierhead pontoon, wharf for bulk cargo landing stage, container
The a chain of landing stage of pierhead pontoon, roll-on berth is combined, and applicability is extensive.
4th, can also constitute jointly pontoon bridge type harbour using a plurality of floating dolphin landing stage, this combining form be suitable for from
The shallower water environment of bank and reach deeper water, deeper water is arranged in using this landing stage of supporting relatively deep drinking water, it is supporting compared with
This light-draft landing stage, which to be arranged in, gone directly compared with shallow water area on the bank, supporting between this landing stage of pontoon bridge type harbour scope two of which
Using landing stage connection is jumped, anchor arrangement need not be configured by jumping landing stage, and such combination can be utilized extends compared with shallow water area to profundal zone
Carry out wharf.
5th, this landing stage can as floating dock dolphin, the sinking at floating dock and lift what the special process of ship operation needed
Maximum is heavy deep larger, general river ship dock >=3m, the drinking water of seagoing vessel floating dock is bigger, if made using itself mooring system
Industry, cumbersome, labor intensity are big, add and are frequently adjusted using high-power windlass, energy consumption is big；It is fixed using pile foundation
Harbour configuration guide pillar can solve above-mentioned problem, but pile foundation fixed quay is built by harbour addressing, all many conditions of fluctuation in stage
Limitation and it is difficult, and invest huge, unsuitable popularity.This project only needs to configure two floating dolphin landing stages,
A side of a ship shipboard only on this landing stage, which is set, to sink with floating dock and the attachment means of lift ship floating linkage can just solve to float
The above-mentioned problem of dock, and economic, applicable, safety, energy-conservation.
6th, common pierhead pontoon general at this stage be using anchoring and mooring two ways is come fixed quay landing stage, its
Middle anchoring form is because anchor chain exit point surfaces mostly and causes berthing ship from the initial and tail sections close to landing stage, wherein mooring
Form be to guide mooring rope on the bank earth anchor facility from landing stage bollard, be substantially all exposed to landing stage and pull in shore the water of side
On face, it is also as fine as a spider's web that What is more, and such landing stage offshore side is just unable to berthing ship completely.Form dock barge only
Can be by the middle of the river（Or waters center）A side of a ship berthing carry out ship.Harbour utility of coastline is extremely low, the protrusion on floating dolphin landing stage
Advantage can be achieved on four direction all around and harbour utility of coastline can be substantially increased with berthing ship, be precious
The rational exploitation and utilization of expensive coastline resource, there is provided a solution for beautification harbour environment.Further use this practicality
New any combination form, can easily be realized using the technique being simply connected with bank base very much the harbour itself and come
Port berthing operation ship uses bank electricity, reaches the purpose of " oil changes electricity ", and a kind of solution is provided to create the green harbour of energy-saving and emission-reduction
Certainly scheme.
Brief description of the drawings
Below in conjunction with drawings and Examples, the utility model is described in further detail：
Fig. 1 is the utility model front view.
Fig. 2 is the utility model side view.
Fig. 3 is A-A sectional schematic diagrams in Fig. 1.
Fig. 4 is that main hull bottom sets three-back-shaped drinking water body schematic diagram.
Fig. 5 is that main hull bottom sets symmetrical two drinking water body schematic diagram.
Fig. 6 is that main hull bottom sets four drinking water body arrangement schematic diagrames.
Fig. 7 is using floating dolphin of the present utility model wholesale and container loading and unloading ship combination diagram.
Fig. 8 is B-B sectional schematic diagrams in Fig. 7.
Fig. 9 is using a chain of combination diagram of the multiple rows of multiple row of floating dolphin of the present utility model wholesale.
Figure 10 is using floating dolphin of the present utility model wholesale and floating dock combination diagram.
Figure 11 is the unloaded schematic diagram of C-C sections in Figure 12.
Figure 12 is C-C sections loading schematic diagram in Figure 12.
In such as figure, main hull 1, drinking water body 2, ballast tank 3, anchor capstan 4, anchor chain 5, hawse-pipe 6, anchor 7, suction pump 8, electronics
Level meter 9, controller 10, container loading and unloading ship 11, container ship 12, ship 13, jump landing stage 14, floating dock 15.
Embodiment
As in Fig. 1,2, a kind of floating dolphin landing stage includes main hull 1（The bound form of main hull 1 use deepbar for
Transverse system, stringers longitudinal framing）, it is preferred that the drinking water of drinking water body, which is more than, moors waters berthing this floating dolphin landing stage ship
The extreme draft of oceangoing ship.The bottom of main hull 1 is provided with multiple drinking water bodies 2 being parallel to each other, drinking water body 2 and is provided with ballast tank 3, preferably
, four drinking water bodies set up separately at four angles of main hull bottom, are arranged on the drinking water body 2 on four angles, can make main ship
The stability of body 1 is more preferable；
In the front of main hull 1 at least provided with a pair of symmetrically arranged two anchor capstans 4, it is preferred that in main hull 1 just
Symmetrically arranged four anchor capstans 4 of two pairs of setting in face, four anchor capstans 4 set up separately at four angles of main hull 1, and anchor capstan 4 connects
The anchor chain 5 connected is connected through the hawse-pipe 6 on main hull 1 with being located at the anchor 7 of the bottom of main hull 1, the logical driving anchor 7 of anchor capstan 4
Leave the bottom of main hull 1 or close to the bottom of main hull 1.
As in Fig. 3, hawse-pipe 6 is penetrated from the front of main hull 1 and passed from drinking water body 2 bottom, the main ship in the exit of hawse-pipe 6
The base plate of body 1 into the central axis of hawse-pipe 6.
It is preferred that, the ballast tank 3 of each drinking water body 2 carries out ballast or off-load using portable pump.
In main hull front, the control room of the receiving device inputted for bank electricity and output equipment, the incoming line of bank electricity are set
Laid by connecting the floating dolphin landing stage of bank base or jumping landing stage Yan Lu, the technique of its incoming line is simply applicable.
It is preferred that, anchor capstan 4 is multiple twin anchor, the electric mincing anchor of multiple twin cable reel, cable machine, supporting 2 sets of anchors each all around
And anchor chain, using ship is cast anchor and this ship windlass operation 4 × 2 directions of casting anchor position this ship, twist anchor, the stranded cable reel of cable machine and aid in
Mooring stranded cable is used.
It is preferred that, main deck 1 all around sets bollard, fairlead or fairlead on demand, for inward ship berthing
Tying, stem and afterbody and his ship interlink using cable tying or can set the pattern of a chain of tying of heavy hinge.
Structure：This ship is all built using new steel material, is carried out according to existing construction specification, this ship is full electric welding knot
Structure, rational welding procedure and flow should be used by building factory, and method of construction is block system.
As in Fig. 4, the bottom of main hull 1 is returned for one provided with a drinking water body 2, drinking water body 2 along the formation of the bottom margin of main hull 1
Font closed shape, the centre of form is hollow in the middle of Back Word type closed shape, can improve the stability of the utility model device, and can mitigate
The deadweight of the utility model device.
It is not connected with as in Fig. 6, the bottom symmetrical of main hull 1 absorbs water provided with two between bodies 2, two described drinking water bodies 2.
As in Fig. 5, four drinking water bodies 2 set up separately at four angles of the bottom of main hull 1.
In Fig. 7, the new floating dolphin landing stage of the utility model is set up separately at the end of container loading and unloading ship 11 2, for stable set
Vanning changes the outfit ship 11, during work, and the side of container loading and unloading ship 11 2 can respectively stop a container ship 12, and Fig. 8 is that B-B breaks in Fig. 7
Face, the schematic diagram of container loading and unloading ship 11, during work, the packaging on container ship 12 are transported to by the container crane on container ship 12
Case is hoisted to container loading and unloading ship 11, and haulage vehicle is transported on the bank via one of floating dolphin landing stage.
In Fig. 9, multiple the utility model are connected between new floating dolphin landing stage by jumping landing stage 14, and ship is leaned in floating
The side of pier landing stage two can respectively stop a ship 13, and transmission of electricity, oil circuit can be arranged along floating dolphin landing stage, jump landing stage 14, be combined into
Oil changes electric anchorage.
In Figure 10, the new floating dolphin landing stage of a utility model is respectively set at two ends of the side of floating dock 15, is such as schemed
In 11, the ship on floating dock 15 is in service mode, such as Figure 12, and the ship on floating dock 15 is by after the completion of maintenance（The quilt of floating dock 15
Decentralization is easy to ship to drive into or roll away from floating dock 15 to most bottom position）, this arrangement is available in various waters（Such as river, lake, marine）
Position.
Claims (7)
1. a kind of floating dolphin landing stage, it is characterized in that：The landing stage includes main hull, and the main hull bottom is provided with drinking water
Body, drinking water is provided with ballast tank in vivo；
In main hull front at least provided with a pair of symmetrically arranged anchor capstans, the anchor chain that anchor capstan is connected passes through main hull
On hawse-pipe be connected with being located at the anchor of main hull bottom.
2. floating dolphin landing stage according to claim 1, it is characterized in that：The hawse-pipe from main hull front penetrate from
Drinking water body bottom is passed, floor and the hawse-pipe central axis in hawse-pipe exit.
3. floating dolphin landing stage according to claim 1, it is characterized in that：Four drinking water bodies set up separately at main hull bottom
Four angles in portion.
4. floating dolphin landing stage according to claim 1, it is characterized in that：The main hull bottom is provided with a drinking water
Body, drinking water body forms a Back Word type closed shape along main hull bottom margin.
5. floating dolphin landing stage according to claim 1, it is characterized in that：The main hull bottom symmetrical is eaten provided with two
It is not connected between water body, two described drinking water bodies.
6. floating dolphin landing stage according to claim 1, it is characterized in that：The ballast tank of each drinking water body is using just
Take formula water pump and carry out ballast or off-load.
7. floating dolphin landing stage according to claim 1, it is characterized in that：The drinking water of the drinking water body, which is more than, moors waters
The extreme draft of berthing this floating dolphin landing stage ship.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621455631.3U CN206317989U (en) | 2016-12-28 | 2016-12-28 | Floating dolphin landing stage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621455631.3U CN206317989U (en) | 2016-12-28 | 2016-12-28 | Floating dolphin landing stage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206317989U true CN206317989U (en) | 2017-07-11 |
Family
ID=59261752
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621455631.3U Expired - Fee Related CN206317989U (en) | 2016-12-28 | 2016-12-28 | Floating dolphin landing stage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206317989U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109110048A (en) * | 2018-08-19 | 2019-01-01 | 宜昌东江造船有限公司 | LNG shipment application method and self-propulsion type LNG tank formula container loading and unloading ship peculiar to vessel |
| CN109658439A (en) * | 2017-10-12 | 2019-04-19 | 中电科海洋信息技术研究院有限公司 | Ship is overstocked a harbour state identification method, device, equipment and storage medium |
| CN110104133A (en) * | 2019-05-08 | 2019-08-09 | 大连辽南船厂 | Pontoon docking Multifunctional floating harbour |
| CN111422306A (en) * | 2020-04-08 | 2020-07-17 | 中铁第五勘察设计院集团有限公司 | Intelligent berthing device, floating dock, intelligent berthing method and storage medium |
| CN113585163A (en) * | 2021-08-11 | 2021-11-02 | 重庆交通大学 | Double-ship-position berthing method for mountain river |
| CN117005360A (en) * | 2023-08-31 | 2023-11-07 | 江苏海洋大学 | Multi-row arrangement pontoon and net cage combined floating breakwater |
-
2016
- 2016-12-28 CN CN201621455631.3U patent/CN206317989U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109658439A (en) * | 2017-10-12 | 2019-04-19 | 中电科海洋信息技术研究院有限公司 | Ship is overstocked a harbour state identification method, device, equipment and storage medium |
| CN109658439B (en) * | 2017-10-12 | 2023-06-09 | 中电科海洋信息技术研究院有限公司 | Ship harbor state identification method, device, equipment and storage medium |
| CN109110048A (en) * | 2018-08-19 | 2019-01-01 | 宜昌东江造船有限公司 | LNG shipment application method and self-propulsion type LNG tank formula container loading and unloading ship peculiar to vessel |
| CN109110048B (en) * | 2018-08-19 | 2024-04-23 | 宜昌东江造船有限公司 | Ship LNG shipping application method and self-propelled LNG tank container reloading ship |
| CN110104133A (en) * | 2019-05-08 | 2019-08-09 | 大连辽南船厂 | Pontoon docking Multifunctional floating harbour |
| CN111422306A (en) * | 2020-04-08 | 2020-07-17 | 中铁第五勘察设计院集团有限公司 | Intelligent berthing device, floating dock, intelligent berthing method and storage medium |
| CN111422306B (en) * | 2020-04-08 | 2024-03-15 | 中铁第五勘察设计院集团有限公司 | Intelligent berthing device, pontoon, intelligent berthing method, and storage medium |
| CN113585163A (en) * | 2021-08-11 | 2021-11-02 | 重庆交通大学 | Double-ship-position berthing method for mountain river |
| CN117005360A (en) * | 2023-08-31 | 2023-11-07 | 江苏海洋大学 | Multi-row arrangement pontoon and net cage combined floating breakwater |
| CN117005360B (en) * | 2023-08-31 | 2024-02-13 | 江苏海洋大学 | Multi-row arrangement pontoon and net cage combined floating breakwater |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170711 Termination date: 20211228 |
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| CF01 | Termination of patent right due to non-payment of annual fee |