CN207045637U - A kind of floating ship terminals - Google Patents
A kind of floating ship terminals Download PDFInfo
- Publication number
- CN207045637U CN207045637U CN201720960049.0U CN201720960049U CN207045637U CN 207045637 U CN207045637 U CN 207045637U CN 201720960049 U CN201720960049 U CN 201720960049U CN 207045637 U CN207045637 U CN 207045637U
- Authority
- CN
- China
- Prior art keywords
- buoyancy tank
- support frame
- floating ship
- ship terminals
- attachment means
- 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.)
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Abstract
It the utility model is related to a kind of harbour, a kind of more particularly to floating ship terminals, including buoyancy tank, steel drawn bridge, support frame and attachment means, the buoyancy tank and support frame are arranged in waters, and described steel drawn bridge one end connects land-based area, and the other end is connected with the buoyancy tank, support frame as described above is located at the both sides of the buoyancy tank, and be fixed in waters, the buoyancy tank is connected by the attachment means with support frame as described above, can be freely movable along fluctuation in stage direction by the attachment means.The utility model is simple in construction, processes, be easy for installation, over-water construction part is less, engineering time and cost of investment can largely be saved, and structure safety, stability is good, is particularly adapted to the construction and use of execution conditions, economic condition Backward area ship terminals.
Description
Technical field
It the utility model is related to a kind of harbour, more particularly to a kind of floating ship terminals.
Background technology
Floating wharf of the prior art is mainly by landing stage and moor facility, movable steel drawn bridge, crane, fixed access bridge, work
The part such as industry platform forms, and such a floating wharf structure is complex, and difficulty of construction is larger, and cost is high.
Utility model content
In order to solve the above technical problems, the purpose of this utility model be to provide it is a kind of simple in construction, it is processing, easy for installation,
Over-water construction part is less, can largely save the floating ship terminals of engineering time and cost of investment.
The utility model provides a kind of floating ship terminals, including buoyancy tank, steel drawn bridge, support frame and attachment means, floats
Case and support frame are arranged in waters, steel drawn bridge one end connection land-based area, and the other end is connected with buoyancy tank, and support frame is located at the two of buoyancy tank
Side, and being fixed in waters, buoyancy tank is connected by attachment means with support frame, can by attachment means along fluctuation in stage direction from
By activity.
Further, buoyancy tank is provided with deck, and deck is provided with depressed area, and steel drawn bridge overlaps with depressed area.
Further, depressed area is provided with roller, and steel drawn bridge is flexibly connected by roller with buoyancy tank.
Further, buoyancy tank is steel buoyancy tank, inside sets multiple seal hatch.
Further, it is to pull stake that buoyancy tank side, which is provided with for mooring ship,.
Further, the edge of deck and depressed area is provided with railing.
Further, the gap of steel drawn bridge and land-based area and buoyancy tank junction is covered with shifting stage.
Further, support frame forms network structure by three root posts and more connecting rods, and its section is triangle.
Further, attachment means include being used for the raised guide slide that is connected with support frame and for being connected with buoyancy tank
Chute is vertically moved, raised guide slide is connected with vertically moving slide.
Further, steel drawn bridge is connected by slide hinge with land-based area.
By such scheme, the floating ship terminals are simple in construction, process, be easy for installation, and over-water construction part is less,
Engineering time and cost of investment can be largely saved, and structure safety, stability is good, is particularly adapted to execution conditions, economic condition
The construction and use of Backward area ship terminals.
Described above is only the general introduction of technical solutions of the utility model, in order to better understand skill of the present utility model
Art means, and being practiced according to the content of specification, with preferred embodiment of the present utility model and coordinate accompanying drawing detailed below
Describe in detail bright as after.
Brief description of the drawings
Fig. 1 is a kind of top view of floating ship terminals of the utility model；
Fig. 2 is a kind of side view of floating ship terminals of the utility model；
Fig. 3 is a kind of schematic diagram of floating ship terminals pontoon deck of the utility model；
Fig. 4 is a kind of top view of floating ship terminals steel drawn bridge of the utility model；
Fig. 5 is a kind of side view of floating ship terminals steel drawn bridge of the utility model；
Fig. 6 is a kind of top view of floating ship terminals support frame of the utility model；
Fig. 7 be in Fig. 6 A to, B to and C to schematic diagram；
Fig. 8 is a kind of structural representation of floating ship terminals attachment means of the utility model.
Label in figure：
11- land-based areas；12- waters；13- high water level；14- mean waters；15- low water levels；16 steel drawn bridges basis；17- shore protections；
18- bank protections；19- mud face；
2- buoyancy tanks；Stake is pulled by 21- systems；22- decks；23- depressed areas；
3- steel drawn bridges；31- slide hinges；
4- support frames；41- columns；42- connecting rods；
5- attachment means；51- projection guide slides；52- vertically moves chute.
Embodiment
With reference to the accompanying drawings and examples, specific embodiment of the present utility model is described in further detail.Below
Embodiment is used to illustrate the utility model, but is not limited to the scope of the utility model.
Join shown in Fig. 1 to Fig. 8, present embodiments provide a kind of floating ship terminals, including buoyancy tank 2, steel drawn bridge 3, support
Frame 4 and attachment means 5, buoyancy tank 2 and support frame 4 are arranged in waters 12, the one end of steel drawn bridge 3 connection land-based area 11, the other end and buoyancy tank 2
Connection, support frame 4 are located at the both sides of buoyancy tank 2, and are fixed in waters 12, and buoyancy tank 2 is connected by attachment means 5 with support frame 4,
Can be by attachment means 5 along the freely activity of fluctuation in stage direction, water level high water level 13 as described in Figure 1, mean water 14 and low
Water level 15.
The floating ship terminals that the present embodiment provides, it is simple in construction, process, be easy for installation, over-water construction part is less, energy
A large amount of to save engineering time and cost of investment, and structure safety, stability is good, is particularly adapted to execution conditions, economic condition phase
Construction and use to backward areas ship terminals.
In the present embodiment, buoyancy tank 2 is provided with deck 22, and deck 22 is provided with depressed area 23, and steel drawn bridge 3 is taken with depressed area 23
Connect, overlap joint is convenient.
In the present embodiment, depressed area 23 is provided with roller, and steel drawn bridge 3 is flexibly connected by roller with buoyancy tank 2, is easy to steel to draw
Bridge adapts to the change of water level.
In the present embodiment, buoyancy tank 2 is steel buoyancy tank, inside sets multiple seal hatch, it is possible to provide stable buoyancy.
In the present embodiment, it is to pull stake 21 that the side of buoyancy tank 2, which is provided with for mooring ship,.
In the present embodiment, the edge of deck 22 and depressed area 23 is provided with railing, improves security.
In the present embodiment, steel drawn bridge 3 facilitates car with the gap of land-based area 11 and the junction of buoyancy tank 2 covered with shifting stage
And personnel pass through.
In the present embodiment, support frame 4 forms network structure by three root posts 41 and more connecting rods 42, and its section is three
It is angular.
In the present embodiment, attachment means 5 are including the raised guide slide 51 for being connected with support frame 4 and for floating
What case 2 connected vertically moves chute 52, and raised guide slide 51 is slidably connected with vertically moving chute 52, in SEA LEVEL VARIATION,
Vertically moving chute 52 can move in the vertical direction buoyancy tank 2 under the raised guide effect of guide slide 51, to adapt to water level
Change.
In the present embodiment, steel drawn bridge 3 is connected by slide hinge 31 with land-based area, simple in construction, easy to assembly.
Each part of the present embodiment is described in detail below.
The floating ship terminals that the present embodiment provides are mainly by buoyancy tank, steel drawn bridge, A-frame, the part group of attachment means four
Into.
(1) annexation and condition of work between each several part
Floating wharf uses steel buoyancy tank pattern, buoyancy tank 2 long 16m, wide 8.0m.Buoyancy tank 2 passes through steel drawn bridge 3 and back-up land 11
It is connected, one end is be hinged with land-based area 11, and one end is ridden on steel buoyancy tank, is rolled by bottom roller, adapts to SEA LEVEL VARIATION, separately draws in steel
Bridge 3 is easy to passenger and vehicle pass-through with land-based area 11 and the gap location of buoyancy tank 2 provided with shifting stage.
Steel buoyancy tank is fixed by attachment means 5 and the support frame 4 of both sides, and realizes fluctuating with water level.
The support frame 4 of the present embodiment uses A-frame, and stability is strong, simple in construction, easy to make, each A-frame
Network structure is formed by three Φ 600x16 steel pipes (column 41) and other welded pipes (Φ 200x10) (connecting rod 42).
Whole dock systems can under following natural conditions normal work：
1) water velocity 1.5m/s, along river direction (parallel with harbour length direction)；
2) design water level：
Tidal level highest reference plane+01.00
Mean tide tlevel reference plane+00.00
The minimum reference plane -01.00 of tidal level
3) design wind speed：
Designed during ship's mooring by 20m/s, non-working condition is designed by 40m/s.
4) seismic (seismal：
7 degree, basic seismic design acceleration 0.1g.
Above-mentioned Steel Structural Design with reference to Eurocode design, use material be E235 section bar, sheet material welding and
Into.
(2) buoyancy tank
Buoyancy tank 2 sets deck to be recessed in port side, is carried for steel drawn bridge 3.It is to pull stake to set 2 in casing starboard side
21, for meeting the mooring requirement of 1000 tonnes of river transportation ships of displacement.
This buoyancy tank sets 2 watertight transverse bulkheads and 1 watertight longitudinal bulkhead, and casing is divided into 6 cabins.
Casing deck 22 while and deck be recessed while railing is set.
(3) steel drawn bridge
The hinged armored concrete abutment (steel drawn bridge basis 16) on riverbank in the one end of steel drawn bridge 3, the other end rides over steel buoyancy tank
On, rolled by the side bottom roller of buoyancy tank 2 and slided in buoyancy tank FX, to adapt to SEA LEVEL VARIATION, ruling grade 15%
When can normal use.
Steel drawn bridge 3 overall length 15.1m, beam overall 5.5m, the span width that 5.16m is left in centre supply passenger and family expenses vehicle pass-through.
Bridge floor both sides are that passenger passageway is covered with checker plate, and centre sets the wide porte-cocheres of 2.1m and is provided with tread plate.
Steel drawn bridge 3 can be born under above-mentioned natural conditions, be abound with bridge floor 5Kpa crowd's load or three family car (skins
Truck specified payload mass 500kg+ vehicle bodies deadweight, and consider 1.2 times of Dynamic factor) while the load that passes through.
(4) A-frame
A-frame is each at the bow stern side symmetric position of buoyancy tank 2 to set one, is connected by attachment means 5 with buoyancy tank 2, right
Moving horizontally for buoyancy tank 2 is limited.
A-frame forms network structure, frame bottom by three Φ 600x16 steel pipes and other welded pipes (Φ 200x10)
Squeezing into river bed makes it firmly in defined position, the level above about 7.9m of mud face 19, and about 3.25m length can be exposed at during river course high water level
On the water surface.
(nearly riverbank, nearly hull side) distance between center line steel drawn bridge springboard land-based area is being responsible for perpendicular to bank base direction A-frame
Pin joint 14765mm, apart from steel drawn bridge center line 9565mm.
The A-frame meets the intensity requirement of impact when maximum flow of water speed impulsive force and maximum 1000 tons of barges are stopped,
And requirement when meeting to drive piles to intensity and toughness.
(5) buoyancy tank and A-frame attachment means
Attachment means 5 are used to connect buoyancy tank 2 and A-frame, enable buoyancy tank 2 can be certainly in the case of different water depth and drinking water
By up and down.
Attachment means 5 mainly by the raised part of guide slide 51 and vertically move the two parts of chute 52 and formed.Guide slide
Part is welded on A-frame on supervisor, is vertically moved chute part and is welded on the bow stern transom plate of buoyancy tank 2.
Vertically move chute and be divided into fixed part and removable section, fixed part is spelled by the section bar welded with bow stern transom plate
The base connect and the fixed dam composition being welded on base；Detachable part is divided into be connected in offshore end bolt with base
Fixed dam.
The fixed part of vertical movement apparatus is only installed before buoyancy tank 2 is in place, after buoyancy tank positioning is ready, detachable part is installed
Point, complete to vertically move the installation of chute.If buoyancy tank needs to shift maintenance, buoyancy tank is translated out after removable section of dismantling
The A-frame of both sides.
Attachment means 5 can bear 1000 tonnes of barges and buoyancy tank acts on load thereon.For protection slideway and mobile dress
Put the rubber packing for being provided with and being bolted in their accessible parts.
Technique effect of the present utility model includes：
1) it is simple in construction, processing, it is easy for installation, over-water construction part is less, can largely save the engineering time and investment into
This.It is particularly adapted to the construction and use of execution conditions, economic condition Backward area ship terminals.
2) structure safety, stability are good.Can bear wind speed 23m/s, current 1.5m/s, 7 degree of earthquake load nature
Under the conditions of 1000 tonnes of barges and buoyancy tank act on load thereon.
Described above is only preferred embodiment of the present utility model, is not limited to the utility model, it is noted that
For those skilled in the art, on the premise of the utility model technical principle is not departed from, can also do
Go out some improvement and modification, these improvement and modification also should be regarded as the scope of protection of the utility model.
Claims (10)
- A kind of 1. floating ship terminals, it is characterised in that including buoyancy tank, steel drawn bridge, support frame and attachment means, the buoyancy tank and Support frame is arranged in waters, and described steel drawn bridge one end connects land-based area, and the other end is connected with the buoyancy tank, and support frame as described above is located at institute The both sides of buoyancy tank are stated, and are fixed in waters, the buoyancy tank is connected by the attachment means with support frame as described above, can pass through institute Attachment means are stated along the freely activity of fluctuation in stage direction.
- 2. a kind of floating ship terminals according to claim 1, it is characterised in that the buoyancy tank is provided with deck, institute State deck and be provided with depressed area, the steel drawn bridge overlaps with the depressed area.
- 3. a kind of floating ship terminals according to claim 2, it is characterised in that the depressed area is provided with roller, described Steel drawn bridge is flexibly connected by the roller with the buoyancy tank.
- 4. a kind of floating ship terminals according to claim 3, it is characterised in that the buoyancy tank is steel buoyancy tank, is inside set more Individual seal hatch.
- 5. a kind of floating ship terminals according to claim 4, it is characterised in that the buoyancy tank side, which is provided with, is used for mooring Ship is to pull stake.
- 6. a kind of floating ship terminals according to claim 2, it is characterised in that the edge on the deck and depressed area is set There is railing.
- 7. a kind of floating ship terminals according to claim 1, it is characterised in that the steel drawn bridge connects with land-based area and buoyancy tank The gap at place is connect covered with shifting stage.
- 8. a kind of floating ship terminals according to claim 1, it is characterised in that support frame as described above is by three root posts and more Root connecting rod forms network structure, and its section is triangle.
- 9. a kind of floating ship terminals according to claim 1, it is characterised in that the attachment means include being used for and institute State the raised guide slide of support frame connection and the chute that vertically moves for being connected with the buoyancy tank, the raised guide slide It is connected with the slide that vertically moves.
- 10. a kind of floating ship terminals according to claim 1, it is characterised in that the steel drawn bridge passes through slide hinge It is connected with land-based area.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720960049.0U CN207045637U (en) | 2017-08-03 | 2017-08-03 | A kind of floating ship terminals |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720960049.0U CN207045637U (en) | 2017-08-03 | 2017-08-03 | A kind of floating ship terminals |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207045637U true CN207045637U (en) | 2018-02-27 |
Family
ID=61499674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720960049.0U Expired - Fee Related CN207045637U (en) | 2017-08-03 | 2017-08-03 | A kind of floating ship terminals |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207045637U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108974965A (en) * | 2018-08-17 | 2018-12-11 | 平潭县建金电子科技有限公司 | A kind of multilayer floating wharf with oil in reserve Electricity Functional |
| CN110748201A (en) * | 2019-11-06 | 2020-02-04 | 许昌义 | Floating swimming pool of large dam |
| CN110904814A (en) * | 2019-11-25 | 2020-03-24 | 杨志胜 | Beam pier protection device for road and bridge |
| CN115140575A (en) * | 2022-06-27 | 2022-10-04 | 中交第四航务工程勘察设计院有限公司 | All-weather operation wharf for large water level difference and loading and unloading operation method thereof |
-
2017
- 2017-08-03 CN CN201720960049.0U patent/CN207045637U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108974965A (en) * | 2018-08-17 | 2018-12-11 | 平潭县建金电子科技有限公司 | A kind of multilayer floating wharf with oil in reserve Electricity Functional |
| CN110748201A (en) * | 2019-11-06 | 2020-02-04 | 许昌义 | Floating swimming pool of large dam |
| CN110904814A (en) * | 2019-11-25 | 2020-03-24 | 杨志胜 | Beam pier protection device for road and bridge |
| CN115140575A (en) * | 2022-06-27 | 2022-10-04 | 中交第四航务工程勘察设计院有限公司 | All-weather operation wharf for large water level difference and loading and unloading operation method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180227 Termination date: 20200803 |