CN101481002B - Floating berth loading and unloading system - Google Patents
Floating berth loading and unloading system Download PDFInfo
- Publication number
- CN101481002B CN101481002B CN200910111021XA CN200910111021A CN101481002B CN 101481002 B CN101481002 B CN 101481002B CN 200910111021X A CN200910111021X A CN 200910111021XA CN 200910111021 A CN200910111021 A CN 200910111021A CN 101481002 B CN101481002 B CN 101481002B
- Authority
- CN
- China
- Prior art keywords
- floating
- anchoring
- topside
- loading
- unloading system
- 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 - Fee Related
Links
Images
Landscapes
- Revetment (AREA)
Abstract
The invention relates to a floating anchoring loading and unloading system which comprises a fixed operation platform and a plurality of groups of floating and anchoring blocks, wherein the floating and anchoring blocks can be arranged on one side or both sides of the fixed operation platform. The invention has the main advantages that the mutual intense collision can not occur between floating bodies and between the floating body and a fixed building object under the actions of anchoring operation and wind wave flow combination so as to increase the safety and the reliability of the floating bodies, a liquid dynamic damping device is reasonably and additionally arranged to keep the relative stabilization of the floating bodies, increase the viability of the floating bodies in great storm and effectively ensure the anchoring safety of ships, and a special anchoring member is reasonably arranged to increase the effective operating freeboard of the floating and anchoring blocks, facilitates the anchoring operation of large ships and the anchoring stability and is convenient for personnel to take on and off the ship. The front edge of a dock is extended to a deep water area by using a fixing trestle to change a shallow water anchorage ground into a deep water port.
Description
Technical field
The present invention relates to a kind of floating berth loading and unloading system.
Background technology
Conventional floating landing stage is a kind of dock structure form in the port engineering.Because landing stage drinking water and freeboard relative fixed in order to alongside, relatively more suitable repair ship, passenger boat and the oil dock done, be convenient to also can be used as the fitting-out quay of dockyard about alongside, loading and unloading and the personnel, but should not build up the goods station that loading and unloading operation has a large capacity and a wide range.
The landing stage, floating landing stage is made rigid support by strut and movable foot bridge by fixedly strut pier and access bridge seat, to bear the impact that berthing impact and wind wave action are produced.Under the diastrous weather condition, often cause part or whole damage, poor stability.Be mainly used in inland river and the coastal middle-size and small-size harbour that covers the marine site at present.Thereby it is restricted in bigger the opening wide with half-open spacious marine site use of stormy waves, also is difficult to large scale development.Conventional fixed quay can be used as multi-purpose goods station, but because of restricted by factors such as natural conditions, dock structure form, build process, cost height, long construction period, as other single user wharves, as the shipyard fitting-out quay, roll dress harbour, bulk cargo terminals or the oil dock is used, dropping into fecund goes out to lack deficiency in economic performance.
Summary of the invention
The object of the present invention is to provide and a kind ofly can bear impact that berthing impact and wind wave action produce and floating berth loading and unloading system not fragile, that improve the goods station handling volume.
Technical scheme of the present invention is as follows: it comprises the fixed operation platform, it is characterized in that: it also comprises the some groups of dolphins that float, and described unsteady dolphin is arranged on fixed operation flat-bed one or both sides; The dolphin that floats is made of topside, bottom buoyancy tank, hydrodynamic damping device, berthing member, fender bar, radial multiple spot anchoring equipment, the below of topside is provided with two or more bottoms buoyancy tank, be provided with the hydrodynamic damping device in twos between the buoyancy tank of bottom, the hydrodynamic damping device is positioned at the topside below, one side of the upper surface of topside is provided with berthing member, the outside of berthing member is provided with fender bar, and the upper surface of topside is provided with radial multiple spot anchoring equipment.
The present invention has following advantage, and the agent structure of floating berth loading and unloading system is made up of the unsteady dolphin and the fixed operation platform of radial multiple spot anchoring system location.Its major advantage is between buoyancy aid and the buoyancy aid, can sharp impacts not take place mutually between buoyancy aid and the fixation construct under by ship operation and stormy waves stream compound action, has improved the safety and the reliability of buoyancy aid.For middle-size and small-size harbour, landing stage, available conventional floating landing stage is transformed into unsteady dolphin, for large-scale and ultra-large type harbour, then according to actual operating needs, for reducing the displacement of dolphin when the alongside operation that float, binary or multiple hull construction will be designed to below the main deck, rationally set up the hydrodynamic damping device, to increase buoyancy aid underwater lateral projection's area and band water quality moment of inertia, but the effective attenuation buoyancy aid is subjected to the kinergety that produced after the external force effect, reduces each to shift value, keeps the relatively stable of buoyancy aid, except that improving the viability of buoyancy aid in wind and waves, also effectively guaranteed the safety of ship berthing.In the main deck outside, press design liaison ship form freeboard height and parallel midship body length, special berthing member rationally is set, to increase effective working freeboard of the dolphin that floats, the mooring operation, personnel of being convenient to large ship up and down and the stability during alongside, system has created condition to large scale development for the floating landing stage.Utilization fixedly trestle is extended the wharf apron to the abyssal zone, can become superport to the shallow water anchorage.
Description of drawings
Fig. 1: the dolphin typical case schematic cross section of floating.
Fig. 2: be provided with rolling of the dolphin that floats and adorn the harbour general layout.
Fig. 3: the shipyard fitting-out quay general layout that is provided with the dolphin that floats.
Fig. 4: the bulk goods, the liquid cargo pier general layout that are provided with the dolphin that floats.
Label declaration: 1 unsteady dolphin, 1-1 topside, 1-2 bottom buoyancy tank, 1-3 hydrodynamic damping device, 1-4 berthing member, 1-5 fender bar, the radial multiple spot anchoring equipment of 1-6,2 fixed operation platforms, 3 land-based areas.
The specific embodiment
Shown in Fig. 2 ~ 4: floating berth loading and unloading system of the present invention comprises fixed operation platform 2, it is characterized in that: it also comprises the some groups of dolphins 1 that float, and described unsteady dolphin can be arranged on fixed operation flat-bed one or both sides.
As shown in Figure 1: the dolphin that floats is made of topside 1-1, bottom buoyancy tank 1-2, hydrodynamic damping device 1-3, berthing member 1-4, radial multiple spot anchoring equipment 1-6, and topside is beam slab shape structure, and is same as the prior art; The below of topside is provided with two or more bottoms buoyancy tank, and the buoyancy by the bottom buoyancy tank makes topside remain on the top of horizontal surface; Be provided with the hydrodynamic damping device in twos between the buoyancy tank of bottom, the hydrodynamic damping device is positioned at the topside below, by the hydrodynamic damping device is set, increase buoyancy aid underwater lateral projection's area and band water quality moment of inertia, but the effective attenuation buoyancy aid is subjected to the kinergety that produced after the external force effect, reduces each to shift value, keeps the relatively stable of buoyancy aid, except that improving the viability of buoyancy aid in wind and waves, also effectively guaranteed the safety of ship berthing.One side of the upper surface of topside is provided with berthing member, with parallel midship body length (being the length of the straight portion of profile) berthing member is set rationally by design liaison ship form freeboard height (being the supernatant height of hull), to increase effective working freeboard of the dolphin that floats, the mooring operation, personnel of being convenient to large ship up and down and the stability during alongside, system has created condition to large scale development for the floating landing stage.Identical with existing unsteady structures locate mode, the upper surface of topside is provided with radial multiple spot anchoring equipment, and each dolphin all adopts the multiple spot anchoring system separately, promptly positions in radial anchoring mode.Under the floating berth system job operating mode, be in the static determinacy state substantially.Under the diastrous weather condition or during alongside, allow it that each takes place and produce recuperability to displacement, its value changes with the size of suffered environmental forces of buoyancy aid and berthing impact, until balance.Suit especially to use in the big waters of tidal range and change of level, the outside of berthing member is provided with fender bar 1-5, by fender bar slow down ship berthing the time impulsive force.The upper surface of topside is provided with outfitting by prior art.
Unsteady dolphin and fixed operation platform have constituted floating berth loading and unloading system jointly.Its major advantage is between buoyancy aid and the buoyancy aid, can sharp impacts not take place mutually between buoyancy aid and the fixation construct under by ship operation and stormy waves stream compound action, has improved the safety and the reliability of buoyancy aid.For middle-size and small-size harbour, landing stage, available conventional floating landing stage is transformed into unsteady dolphin, for large-scale and ultra-large type harbour, then according to actual operating needs, for reducing the displacement of dolphin when the alongside operation that float, the below of topside is provided with two or more bottoms buoyancy tank, the hydrodynamic damping device is according to the quantity setting of bottom buoyancy tank, to increase buoyancy aid underwater lateral projection's area and band water quality moment of inertia, but the effective attenuation buoyancy aid is subjected to the kinergety that produced after the external force effect, reduces each to shift value, keeps the relatively stable of buoyancy aid, except that improving the viability of buoyancy aid in wind and waves, also effectively guaranteed the safety of ship berthing.In the main deck outside, utilization fixedly trestle is extended the wharf apron to the abyssal zone, can become superport to the shallow water anchorage.
Described fixed operation platform comprise fixing hoisting operation platform, fixedly the loading and unloading operation platform, roll and pretend industry platform and other relevant fixed operation platforms.The dolphin that floats is pretended the industry platform and fixedly trestle or buoyancy tank combination can be built up and rolled the dress harbour with rolling; Unsteady dolphin and crane barge or fixedly hoisting operation platform combination can be built up the fitting-out quay; The dolphin that floats makes up with the fixed operation platform that is provided with oil transfer arm equipment, can build up large-scale and ultra-large type oil dock and fluid chemical harbour; Unsteady dolphin and the combination of bulk handling platform can be built up the bulk cargo terminals that adapt under the different loading and unloading operation conditions.Conventional floating landing stage undergoes technological transformation with the present invention, can improve the safety and the reliability of former harbour.
Claims (4)
1. floating berth loading and unloading system, it comprises the fixed operation platform, it is characterized in that: it also comprises the some groups of dolphins that float, and described unsteady dolphin is arranged on fixed operation flat-bed one side, or is distributed in fixed operation flat-bed both sides; The dolphin that floats is made of topside, bottom buoyancy tank, hydrodynamic damping device, berthing member, fender bar, radial multiple spot anchoring equipment, the below of topside is provided with two or more bottoms buoyancy tank, be provided with the hydrodynamic damping device in twos between the buoyancy tank of bottom, the hydrodynamic damping device is positioned at the topside below, one side of the upper surface of topside is provided with berthing member, the outside of berthing member is provided with fender bar, and the upper surface of topside is provided with radial multiple spot anchoring equipment.
2. floating berth loading and unloading system according to claim 1 is characterized in that: described topside is the beam and slab type structure.
3. floating berth loading and unloading system according to claim 1 is characterized in that: the upper surface of described topside is provided with outfitting.
4. floating berth loading and unloading system according to claim 1 is characterized in that: described fixed operation platform comprise fixedly the hoisting operation platform, fixedly the loading and unloading operation platform, roll and pretend the industry platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910111021XA CN101481002B (en) | 2009-02-13 | 2009-02-13 | Floating berth loading and unloading system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910111021XA CN101481002B (en) | 2009-02-13 | 2009-02-13 | Floating berth loading and unloading system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101481002A CN101481002A (en) | 2009-07-15 |
| CN101481002B true CN101481002B (en) | 2011-01-05 |
Family
ID=40878333
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200910111021XA Expired - Fee Related CN101481002B (en) | 2009-02-13 | 2009-02-13 | Floating berth loading and unloading system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101481002B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102582795B (en) * | 2011-01-11 | 2016-02-24 | 孙善骏 | Strand is pressed against side device for supplying |
| CN106218822A (en) * | 2016-08-24 | 2016-12-14 | 广州船舶及海洋工程设计研究院 | A kind of floating ship berthing device |
| CN108951537A (en) * | 2018-08-17 | 2018-12-07 | 平潭县建金电子科技有限公司 | A kind of shared speedboat safe handling device and floating wharf bus stop |
| CN112623138A (en) * | 2020-12-09 | 2021-04-09 | 大连中远海运重工有限公司 | Temporary berthing variable-section fender for port modified by floating production, storage and discharge device |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1043911A (en) * | 1989-01-06 | 1990-07-18 | 无限船坞系统有限公司 | Floating dock structure |
| WO2003062040A1 (en) * | 2002-01-25 | 2003-07-31 | Gregory Davis Hill | Swing mooring pontoon |
| CN1605543A (en) * | 2004-11-18 | 2005-04-13 | 上海交通大学 | Wave-proof type bottom-sitting form floating pier |
| WO2005118963A2 (en) * | 2004-05-28 | 2005-12-15 | Deepwater Marine Technology L.L.C. | Ballasting offshore platform with buoy assistance |
| CN200978380Y (en) * | 2006-08-29 | 2007-11-21 | 刘洪辉 | Stable type combined floating shipside |
| CN201362345Y (en) * | 2009-02-13 | 2009-12-16 | 福建省交通科学技术研究所 | Floating berthing handling system |
-
2009
- 2009-02-13 CN CN200910111021XA patent/CN101481002B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1043911A (en) * | 1989-01-06 | 1990-07-18 | 无限船坞系统有限公司 | Floating dock structure |
| WO2003062040A1 (en) * | 2002-01-25 | 2003-07-31 | Gregory Davis Hill | Swing mooring pontoon |
| WO2005118963A2 (en) * | 2004-05-28 | 2005-12-15 | Deepwater Marine Technology L.L.C. | Ballasting offshore platform with buoy assistance |
| CN1605543A (en) * | 2004-11-18 | 2005-04-13 | 上海交通大学 | Wave-proof type bottom-sitting form floating pier |
| CN200978380Y (en) * | 2006-08-29 | 2007-11-21 | 刘洪辉 | Stable type combined floating shipside |
| CN201362345Y (en) * | 2009-02-13 | 2009-12-16 | 福建省交通科学技术研究所 | Floating berthing handling system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101481002A (en) | 2009-07-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101304916B (en) | Pontoon type floating structure | |
| CN104229099B (en) | A kind of ocean engineering ship carries the system and method for lower water | |
| CA3011203A1 (en) | Seabed base structure and method for installation of same | |
| WO2004099508A3 (en) | Berthing method and system | |
| CN101481002B (en) | Floating berth loading and unloading system | |
| CN207045637U (en) | A kind of floating ship terminals | |
| CN103171743A (en) | Butting octagonal frustum pyramid type floating production and oil storage system | |
| CN108407984A (en) | A kind of construction method of open seashore transportation system | |
| KR102417737B1 (en) | Marine vessels for the production and storage of hydrocarbon products | |
| EP2726676B1 (en) | Plant for storage and unloading hydrocarbon and also a method thereof | |
| CN101941510A (en) | Method for improving ship handling efficiency of containers (or bulk cargo) and equipment thereof | |
| CN107856819A (en) | Floating shipyard and floating type warship maintenance and method of construction | |
| CN103195039A (en) | Artificial island construction method for self-elevating straight-through deck platform | |
| CN101157378A (en) | Off land loading and unloading anchoring system and anchoring method for liquid bulk cargo carrier | |
| CN105645296A (en) | High-pile type lifting yacht docking wharf device | |
| CN202642027U (en) | Floating fitting-out device | |
| CN201362345Y (en) | Floating berthing handling system | |
| CN109159853B (en) | Self-adaptive mooring device for offshore shallow water area | |
| CA1284919C (en) | Floating platform structure | |
| WO2015136086A1 (en) | A quay structure, a quay arrangement and a method of installing such structure | |
| CN101487228A (en) | Floating bank apparatus | |
| CN1302961C (en) | Wave-proof type bottom-sitting form floating pier | |
| CN201358438Y (en) | Floating shore connection device | |
| Kudale et al. | Mooring System for very large ships at berth | |
| CN104590501A (en) | Method based on material storing and transporting platform to develop and construct island environment and platform thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110105 Termination date: 20170213 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |