CN108179728A - Floating-island type cruise travelling dock - Google Patents
Floating-island type cruise travelling dock Download PDFInfo
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- CN108179728A CN108179728A CN201810158549.1A CN201810158549A CN108179728A CN 108179728 A CN108179728 A CN 108179728A CN 201810158549 A CN201810158549 A CN 201810158549A CN 108179728 A CN108179728 A CN 108179728A
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- pier body
- babinet
- bridge
- pontoon bridge
- box
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- 238000010276 construction Methods 0.000 claims abstract description 21
- 238000007667 floating Methods 0.000 claims abstract description 5
- 239000000203 mixture Substances 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 61
- 239000010959 steel Substances 0.000 claims description 61
- 230000007246 mechanism Effects 0.000 claims description 18
- 238000000034 method Methods 0.000 description 4
- 241000233855 Orchidaceae Species 0.000 description 2
- 239000003653 coastal water Substances 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 230000036642 wellbeing Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/068—Landing stages for vessels
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D15/00—Movable or portable bridges; Floating bridges
- E01D15/14—Floating bridges, e.g. pontoon bridges
- E01D15/20—Floating bridges, e.g. pontoon bridges collapsible, expandable, inflatable or the like with main load supporting structure consisting only of non-rigid members
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D15/00—Movable or portable bridges; Floating bridges
- E01D15/24—Bridges or similar structures, based on land or on a fixed structure and designed to give access to ships or other floating structures
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/30—Metal
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- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Floating-island type cruise travelling dock belongs to very large floating structure exploitation and engineering field.The floating-island type cruise travelling dock of the present invention, its composition includes wharf flying bridge and pier body, wharf flying bridge and the T-shaped arrangement of pier body, wharf flying bridge one end connects land, the wharf flying bridge other end connects pier body, wharf flying bridge is relatively fixed by multiple pontoon bridge piles moving up and down thereon with sea bed, and pier body is relatively fixed by multiple main body piles moving up and down thereon with sea bed.The present invention floating-island type cruise travelling dock structure, avoid sea reclamation build bunder during project cost it is high, it is long in time limit, endanger the shortcomings that marine environment, and have many advantages, such as construct quickly, construction is simple, avoid damage to marine environment.
Description
Technical field
The present invention relates to a kind of floating-island type harbours, belong to very large floating structure exploitation and engineering field.
Background technology
Under rapid development in countries in the world economy and the promotion in global economic integration, international exchange, commerce and trade,
The dealings such as tourism are very frequent, and travel in holiday is very universal, and it has been kind of a gracefulness that wherein cruise, which is traveled, leisurely and comfortable, free
Travelling, is one of mode of spending a holiday that people most yearn for.It is well known that harbour is a kind of important pivot in overall transportation system
Knob since harbour, Wharf Construction develop, drives side's expanding economy and prosperity, and people's living standard is continuously improved.Harbour
Construction causes countries in the world to pay special attention to, therefore, the effect day played in the evolution of local economy and regional economy
Become apparent.Cruise mother port has stronger motive force to the economy of region, and the economic well-being of workers and staff at female port is usually port of call
10-14 times.
Cruise mother port harbour is to need to have the comprehensive service facility equipment that more large-scale cruise is stopped and its disengaging is required
Condition can provide whole, comprehensive service and its mating for cruise economic development.It is the base of cruise, cruise carries out herein
Supply, waste processing, maintenance and repair, cruise lines set up regional headquarter or corporate HQ in female port location.
The harbour of the prior art is usually built with the mode for filling out sea, can only be built in by juxtaterrestrial region or the depth of water compared with
Shallow marine site.Into coastal marine site to launching various deposits such as building stones, armored concrete, sandy soil etc. through the country in a manner of filling out sea
Mode is realized, but not only project cost is big, long in time limit for this sea reclamation, is also destroyed the marine eco-environment in coastal waters, is made
Into the ecological disruption for being difficult to restore.Disadvantage based on the prior art, the present inventor pass through long-term research and development, propose
A kind of new design of large size floating-island type cruise travelling dock construction.
Invention content
The purpose of the present invention is to provide a kind of large-scale floating-island type cruise travelling dock, to solve existing sea reclamation construction
Harbour is big, long in time limit there are project cost, also destroys the marine eco-environment in coastal waters, the ecological disruption for being difficult to restore is caused to ask
Topic.
The purpose of the present invention is what is be achieved through the following technical solutions：
Floating-island type cruise travelling dock, composition include wharf flying bridge and pier body, the wharf flying bridge and pier body
T-shaped arrangement, wharf flying bridge one end connection land, wharf flying bridge other end connection pier body, wharf flying bridge is by thereon
Multiple pontoon bridge piles moving up and down are relatively fixed with sea bed, and pier body passes through multiple main bodys moving up and down thereon
Pile is relatively fixed with sea bed.
The present invention is relative to the advantageous effect of the prior art：The present invention solves the deficiency in the prior art and product,
And a kind of combination of novel dock structure is provided, it avoids sea reclamation and builds project cost during bunder
It is high, long in time limit, endanger the shortcomings that marine environment, and have many advantages, such as that construction is quick, construction is simple, avoid damage to marine environment.
Description of the drawings
Fig. 1 is the integrally-built vertical view of the present invention；
Fig. 2 is the integrally-built axonometric drawing of the present invention；
Fig. 3 is the left view of Fig. 1；
Fig. 4 is the front view of pier body；
Fig. 5 is the end view of wharf flying bridge；
Fig. 6 is the axonometric drawing of wharf flying bridge；
Fig. 7 is the axonometric drawing after pier body decomposes；
Fig. 8 is the axonometric drawing of pier body upper box layout；
Fig. 9 is that connection frontal axis is surveyed between the axonometric drawing or multiple pier body upper boxes connected between multiple pontoon bridge babinets
The axonometric drawing connected between figure or multiple pier body lower boxes；
Figure 10 is the axonometric drawing of pontoon bridge buoyancy tank or pier body buoyancy tank；
Figure 11 is the axonometric drawing of pontoon bridge babinet, pier body upper box or pier body lower box；
Figure 12 is that pontoon bridge babinet, pier body upper box or pier body lower box axis survey partial sectional view；
Figure 13 is main body pile position figure；
Figure 14 is main body pile or pontoon bridge pile up and down adjustment topology view；
Figure 15 is partial enlarged view at the A of Fig. 2；
Figure 16 is the axonometric drawing that flood discharge section truss is fixedly connected with pier body buoyancy tank；
Figure 17 is the main sectional view for being detachably fixed connection by several flange lock tube components one per two neighboring pontoon bridge buoyancy tank；
Figure 18 is the axonometric drawing for being detachably fixed connection by several flange lock tube components one per two neighboring pontoon bridge buoyancy tank；
Figure 19 is to be cutd open per two neighboring pier body buoyancy tank by the master that several flange lock tube components two are detachably fixed connection
View；
Figure 20 is the main sectional view that connection is detachably fixed by several flange lock tube components three per two neighboring pontoon bridge babinet.
Parts title and label in attached drawing is as follows：
Wharf flying bridge 1, pier body 2, pontoon bridge pile 3, pontoon bridge buoyancy tank 4, pontoon bridge truss 5, pontoon bridge babinet 6, on pier body
Ventilative section of column 8 of babinet 7, pier body, pier body lower box 9, flood discharge section truss 10, pier body buoyancy tank 11, babinet
Outer layer plate 12, bottom steel construction 13, bottom lower steel plate 14, steel pipe column 15, top of the box steel construction 26, babinet arched girder 17,
Leading screw 1, screw 1, main body pile 20, nut 3 21, studs 3 22, leading screw 2 23, screw 2 24, steel on top
Plate 25, flange connecting hole 1, flange connecting hole 2 27, flange connecting hole 3 28, bottom upper steel plate 29, lock tube 1, flange
One 31, nut 1, studs 1, lock tube 2 34, flange 2 35, nut 2 36, studs 2 37, lock tube 3 38,
Flange 3 39.
Specific embodiment
Technical scheme of the present invention is further described below in conjunction with the accompanying drawings, however, it is not limited to this, every to this
Inventive technique scheme is modified or replaced equivalently, and without departing from the spirit and scope of technical solution of the present invention, should all be covered
In protection scope of the present invention.
Specific embodiment one：As shown in Fig. 1-Fig. 4, Figure 13, Figure 14, Figure 15, present embodiment discloses a kind of chinampa
Formula cruise travelling dock, composition include wharf flying bridge 1 and pier body 2, and the wharf flying bridge 1 and pier body 2 are T-shaped
Arrangement, 1 one end of wharf flying bridge connection land, 1 other end of wharf flying bridge connection pier body 2, wharf flying bridge 1 are more by thereon
A pontoon bridge pile 3 moving up and down is relatively fixed with sea bed, and pier body 2 passes through multiple main bodys moving up and down thereon
Pile 20 is relatively fixed with sea bed.
2 surrounding of pier body can dock vessels, take full advantage of harbour space.
Pier body 2 above arrange corresponding functional areas, it be integrate function terminal, travel, spend a holiday, entertaining it is comprehensive
Conjunction property cruise travelling dock.
Pier body 2 floats across the sea with wharf flying bridge 1, is fastened on by main body pile 20 and pontoon bridge pile 3
On sea bed.Such a configuration obviates occupancy ocean sea reclamation, there is no occupied marine site, seawater can be with free flow under the harbour of place
It is logical, avoid the pollution to marine site in building.
Specific embodiment two：As shown in Fig. 1, Fig. 3, Fig. 5, Fig. 6, Fig. 9, Figure 10, Figure 14, present embodiment is to specific implementation
The further explanation that mode one is made, 1 upper surface of wharf flying bridge are rectangle, and wharf flying bridge 1 is floated including multiple harbours
Bridge module, multiple wharf flying bridge modules include four in arrangement setting in length and breadth, each wharf flying bridge module
One, two pontoon bridge buoyancy tank 4 of the sleeve of pile retaining mechanism one, four of pontoon bridge pile 3, four, pontoon bridge truss 5 and pontoon bridge babinet 6；
5 lower end of pontoon bridge truss is fixedly connected with 4 upper surface of pontoon bridge buoyancy tank that two horizontal alignments are set, on pontoon bridge truss 5
End be fixedly connected with 6 lower surface of pontoon bridge babinet, the pontoon bridge babinet 6 be four prisms cylinder structure, four side walls of pontoon bridge babinet 6
Engraved structure is equipped with, 6 bottom plate four corners of pontoon bridge babinet are vertically equipped with through-hole one respectively, each in the through-hole one
A sleeve one is fixed with, each slip of pontoon bridge pile 3 is penetrated in corresponding sleeve one, and each 3 upper end of pontoon bridge pile is equal
It is screwed on corresponding pile retaining mechanism one, described four pile retaining mechanisms one are fixed with the top in pontoon bridge babinet 6
Connection, the pontoon bridge babinet 6 per two neighboring wharf flying bridge module are detachably fixed connection, are set along 1 long side direction of wharf flying bridge
Multiple wharf flying bridge moulds in the block be detachably fixed connection per two neighboring pontoon bridge buoyancy tank 4.
The pontoon bridge pile 3 plays wharf flying bridge 1 fixed function, ensures being relatively fixed for 1 position of wharf flying bridge, pontoon bridge
Pile 3 and wharf flying bridge 1 may only upper and lower relative motion, ensure adaptability of the wharf flying bridge 1 to tide and sea bed.
The quantity of wharf flying bridge module according to building it needs to be determined that, the connection of wharf flying bridge module extends, and forms the codes of needs
The length of head pontoon bridge 1.
Specific embodiment three：As shown in Fig. 5, Figure 14, present embodiment be to specific embodiment two make into one
Step explanation, described four pile retaining mechanisms one include leading screw 1, screw 1；On multiple pontoon bridge piles 3
End is equipped with one section of screw, and one 18 upper end of leading screw is equipped with connecting seat, the connecting seat described in leading screw 1 and pontoon bridge babinet 6
Interior top is fixedly connected, and leading screw 1 and the screw of 3 upper end of pontoon bridge pile are screwed on screw 1, and leading screw 1 is with floating
The screw of 3 upper end of bridge pier column is oppositely oriented.
Using along inverse two-way leading screw 1 and screw, screw 1 revolves pile retaining mechanism one with leading screw 1 and screw
Connect, and use positive left-hand thread trapezoidal thread, achieve the purpose that quick lock stud, improve 1.6-1.8 times of stroke away from.
Specific embodiment four：As shown in Fig. 1, Fig. 6, Figure 10, present embodiment is that specific embodiment two or three is made
The further explanation gone out, the multiple wharf flying bridge moulds set along 1 long side direction of wharf flying bridge are in the block per two neighboring
Several flange connecting holes 1, every two neighboring pontoon bridge buoyancy tank 4 are equipped on two adjacent walls of pontoon bridge buoyancy tank 4
Several flange connecting holes 1 be arranged in a one-to-one correspondence, be both provided with method in the flange connecting hole 1 of the corresponding setting of each two
Blue lock tube component one is detachably fixed connection per two neighboring pontoon bridge buoyancy tank 4 by several flange lock tube components one.
As shown in Figure 10, Figure 17, Figure 18, the flange lock tube component one in present embodiment includes one 30, two methods of lock tube
Orchid 1, multiple nuts 1, multiple studs 1；In the flange connecting hole 1 of the corresponding setting of each two
Fixing sleeve is equipped with lock tube 1, and the multiple wharf flying bridge moulds set along 1 long side direction of wharf flying bridge are in the block per two neighboring floating
The inner surface of two adjacent walls of bridge buoyancy tank 4 is each provided with a flange 1, and the lock tube 1 is simultaneously mounted on two
In the centre bore of a flange 1, two adjacent walls and two methods per two neighboring pontoon bridge buoyancy tank 4
Orchid 1 is connected respectively by multiple studs 1, and the both ends of each studs 1 respectively pass through a nut
One 32 lockings.
Specific embodiment five：As shown in Figure 1, Figure 2, shown in Fig. 4, Fig. 7, Figure 14-Figure 16, Figure 19, present embodiment is to tool
The further explanation that body embodiment two is made, the upper surface of the pier body 2 is rectangle, and pier body 2 includes more
A pier body module, multiple flood discharge section truss 10 and multigroup pier body buoyancy tank, multiple pier body modules are in
Arrangement setting in length and breadth, it is vertical that each pier body module includes pier body lower box 9, ventilative section of multiple pier bodies
Column 8, pier body upper box 7, multiple main body piles 20, multiple sleeves two, multiple pile retaining mechanisms two；
Multigroup pier body buoyancy tank is set each parallel to the long side of pier body 2, and every group of pier body buoyancy tank is equal
Including multiple pier body buoyancy tanks 11, between every two neighboring pier body buoyancy tank 11 in every group of pier body buoyancy tank
Connection is detachably fixed, the upper surface of each pier body buoyancy tank 11 is fixedly connected with 10 lower end of flood discharge section truss, Mei Gesuo
10 upper end of flood discharge section truss stated is fixedly connected with two 9 lower surfaces of pier body lower box that are corresponding and being disposed adjacent, often
Two neighboring pier body lower box 9 is detachably fixed connection, each pier body lower box 9 and corresponding pier body top box
Multiple ventilative section of columns 8 of the pier body being vertically arranged are fixed between body 7, it is removable per two neighboring pier body upper box 7
Unload and be fixedly connected, the bottom plate and top plate of each pier body lower box 9 and with 9 corresponding harbour master of pier body lower box
Multiple through-holes two are equipped on the bottom plate of body upper box 7, and are arranged on multiple on the bottom plate and top plate of pier body lower box 9
Through-hole two is correspondingly arranged with the multiple through-hole 211s being arranged on 7 bottom plate of pier body upper box, and every three corresponding to set
It is fixed in the through-hole two put to penetrate sleeve two, it is slided one by one in multiple sleeves two and penetrates main body pile 20, Mei Gezhu
20 upper end of body pile is screwed on corresponding pile retaining mechanism two, the pile retaining mechanism two and pier body upper box
Top in 7 is fixedly connected.
Main body pile 20 can be moved up and down relative to pier body 2, opposite with pier body 2 by adjusting main body pile 20
Position adjusts the stability of the flatness of whole pier body 2 and pier body upper box 7 and pier body lower box 9.
Plane on multiple a number of composition pier bodies of 7 transverse and longitudinal of pier body upper box arrangement.
Specific embodiment six：As shown in Fig. 4, Figure 14, present embodiment be to specific embodiment five make into one
Step explanation, each pile retaining mechanism two include leading screw 2 23, screw 2 24；
Multiple 20 upper ends of main body pile are equipped with one section of screw, and 2 23 upper end of leading screw is equipped with connecting seat, leading screw
Connecting seat described in 2 23 is fixedly connected with the top in pier body upper box 7, leading screw 2 23 and 20 upper end of main body pile
Screw is screwed on screw 2 24, and leading screw 2 23 and the screw of 20 upper end of main body pile are oppositely oriented.
Pile retaining mechanism two is using along inverse two-way leading screw 2 23（Screw 2 24 is also along inverse two-way screw thread）And screw, silk
Mother 2 24 is screwed on leading screw 2 23 and screw, and uses positive left-hand thread trapezoidal thread, achievees the purpose that quick lock stud, improves stroke
1.6-1.8 times away from.
Specific embodiment seven：As shown in Fig. 4, Figure 10, present embodiment be to specific embodiment five make into one
Step illustrates, on two adjacent walls per two neighboring pier body buoyancy tank 11 in every group of pier body buoyancy tank
It is equipped with several flange connecting holes 2 27, several flange connecting holes 2 27 per two neighboring pier body buoyancy tank 11
It is arranged in a one-to-one correspondence, flange lock tube component two is both provided in the flange connecting hole 2 27 of the corresponding setting of each two, per adjacent
Two pier body buoyancy tanks 11 are detachably fixed connection by several flange lock tube components two.
As shown in Figure 10, Figure 19, the flange lock tube component two in present embodiment includes 2 34, two flanges two of lock tube
35th, multiple nuts 2 36, multiple studs 2 37；It is fixed in the flange connecting hole 2 27 of the corresponding setting of each two
Lock tube 2 34 is set with, the inner surface of two adjacent walls per two neighboring pier body buoyancy tank 11 is each provided with a flange
2 35, the lock tube 2 34 is mounted in the centre bore of the flange 2 35 described in two simultaneously, every two neighboring code
Two adjacent walls and two flanges 2 35 of head main body buoyancy tank 11 are connected respectively by multiple studs 2 37, Mei Gesuo
It is respectively locked by a nut 2 36 at the both ends of studs 2 37 stated.
Specific embodiment eight：As shown in Fig. 9, Figure 11, present embodiment be to specific embodiment five make into one
Step explanation, each pier body lower box 9 and each pier body upper box 7 are four prisms cylinder, each harbour master
Body lower box 9, each pier body upper box 7 four side walls be equipped with engraved structure, it is each pier body lower box 9, every
Several flange connecting holes 3 28 are equipped on four side walls of a pier body upper box 7 and each pontoon bridge babinet 6, per adjacent
Several flange connecting holes 3 28 on the adjacent wall of two pier body lower boxes 9 are arranged in a one-to-one correspondence, per two neighboring code
Flange lock tube component three is both provided in the flange connecting hole 3 28 of the corresponding setting of each two of head main body lower box 9, per phase
Adjacent two pier body lower boxes 9 are detachably fixed connection by several flange lock tube components three；Per two neighboring pier body
Several flange connecting holes 3 28 on the adjacent wall of upper box 7 are arranged in a one-to-one correspondence, per two neighboring pier body upper box 7
The corresponding setting of each two flange connecting hole 3 28 in be both provided with flange lock tube component three, per two neighboring pier body
Upper box 7 is detachably fixed connection by several flange lock tube components three；On adjacent wall per two neighboring pontoon bridge babinet 6
Several flange connecting holes 3 28 are arranged in a one-to-one correspondence, and the flange of the corresponding setting of each two per two neighboring pontoon bridge babinet 6 connects
It connects and flange lock tube component three is both provided in hole 3 28, it can by several flange lock tube components three per two neighboring pontoon bridge babinet 6
Dismounting is fixedly connected.
As shown in Fig. 9, Figure 11, Figure 20, the flange lock tube component three in present embodiment includes 3 38, two flanges of lock tube
3 39, multiple nuts 3 21, multiple studs 3 22；
Fixing sleeve is equipped with lock tube three in the flange connecting hole 3 28 of the corresponding setting of each two per two neighboring pontoon bridge babinet 6
38, the inner surface of two adjacent walls per two neighboring pontoon bridge babinet 6 is each provided with a flange 3 39, the lock tube 3 38
Simultaneously in the centre bore of the flange 3 39 described in two, two adjacent walls per two neighboring pontoon bridge babinet 6
And two flanges 3 39 are connected respectively by multiple studs 3 22, the both ends of each studs 3 22 are each logical
A nut 3 21 is crossed to lock.
Specific embodiment nine：As shown in Fig. 6-Fig. 8, Figure 11, Figure 12, present embodiment be to specific embodiment five or
Eight further explanations made, multiple pontoon bridge babinets 6, multiple pier body upper boxes 7 and multiple pier body nowels
Body 9 includes 12, two bottom steel construction 13, bottom lower steel plate 14, bottom upper steel plate 29, babinet outer layer plate babinet arched girders
17th, four steel pipe columns 15, top of the box steel construction 26, top upper steel plate 25；
Top upper steel plate 25, bottom lower steel plate 14 and the bottom upper steel plate 29 is horizontally disposed, bottom lower steel plate 14 and bottom
Bottom of box steel construction 13 is fixed between portion's upper steel plate 29, upper steel plate 25 lower surface in top is fixed with top of the box steel construction
26, described four steel pipe columns 15 are fixed on 14 upper surface four corners of bottom lower steel plate and 25 lower surface of top upper steel plate vertically
Four corners, four 15 outsides of steel pipe column are fixed with babinet outer layer plate 12, the babinet outer layer plate 12 and bottom lower steel plate
14 and 25 surrounding of top upper steel plate be fixedly connected, be located on babinet outer layer plate 12 per between adjacent two steel pipe columns 15
Equipped with the engraved structure, the engraved structure lower end is extended down at bottom upper steel plate 29, arbitrary corresponding two hollow outs
The outer edge of structure is respectively and fixedly provided with babinet arched girder 17；
Each pontoon bridge babinet 6 has the side of babinet arched girder 17 opposite with adjacent side of the pontoon bridge babinet 6 without babinet arched girder 17
It should set, and in the engraved structure of fixedly embedded no 17 side of babinet arched girder of babinet arched girder 17 of the pontoon bridge babinet 6；
Each pier body upper box 7 has the side of babinet arched girder 17 with adjacent pier body upper box 7 without babinet arched girder
The 17 corresponding setting in side, and fixedly embedded no 17 side of babinet arched girder of babinet arched girder 17 of pier body upper box 7
Engraved structure in；
Each pier body lower box 9 has the side of babinet arched girder 17 with adjacent pier body lower box 9 without babinet arched girder
The 17 corresponding setting in side, and fixedly embedded no 17 side of babinet arched girder of babinet arched girder 17 of pier body lower box 9
Engraved structure in；
Each pier body upper box 7 or pier body lower box 9 have the side of babinet arched girder 17 and adjacent pontoon bridge babinet 6
The babinet arched girder of the corresponding setting in side without babinet arched girder 17, pier body upper box 7 or pier body lower box 9
In the engraved structure of 17 fixedly embedded no 17 sides of babinet arched girder；
Pontoon bridge babinet 6, pier body are formed by the combination of bottom lower steel plate 14, bottom upper steel plate 29 and bottom of box steel construction 13
The bottom plate of upper box 7 or pier body lower box 9；Pontoon bridge case is formed by top upper steel plate 25 and the combination of top of the box steel construction 26
The top plate of body 6, pier body upper box 7 or pier body lower box 9；By two babinet arched girders 17 and babinet outer layer plate 12
Combination forms four side walls of pontoon bridge babinet 6, pier body upper box 7 or pier body lower box 9.Babinet arched girder 17 is to solid
Surely the adjacent boxes connected play the role of support.
6 three kinds of pier body upper box 7, pier body lower box 9, pontoon bridge babinet body structures are identical, according to using position
The difference put, size are slightly different.
Claims (9)
1. a kind of floating-island type cruise travelling dock, it is characterised in that：Its composition includes wharf flying bridge（1）And pier body（2）, institute
The wharf flying bridge stated（1）And pier body（2）T-shaped arrangement, wharf flying bridge（1）One end connects land, wharf flying bridge（1）It is another
End connection pier body（2）, wharf flying bridge（1）Pass through multiple pontoon bridge piles moving up and down thereon（3）It is opposite with sea bed
It is fixed, pier body（20 pass through multiple main body piles moving up and down thereon（20）It is relatively fixed with sea bed.
2. floating-island type cruise travelling dock according to claim 1, it is characterised in that：The wharf flying bridge（1）Upper table
Face is rectangle, wharf flying bridge（1）Including multiple wharf flying bridge modules, multiple wharf flying bridge modules are set in arrangement in length and breadth
It puts, each wharf flying bridge module includes four pontoon bridge piles（3）, four one, four sleeves one of pile retaining mechanism,
Two pontoon bridge buoyancy tanks（4）, pontoon bridge truss（5）And pontoon bridge babinet（6）；
The pontoon bridge truss（5）Lower end and the pontoon bridge buoyancy tank of two horizontal alignment settings（4）Upper surface is fixedly connected, pontoon bridge
Truss（5）Upper end and pontoon bridge babinet（6）Lower surface is fixedly connected, the pontoon bridge babinet（6）For four prisms cylinder structure, pontoon bridge case
Body（6）Four side walls be equipped with engraved structure, pontoon bridge babinet（6）Bottom plate four corners are vertically equipped with through-hole one respectively,
A sleeve one is fixed in each through-hole one, each pontoon bridge pile（3）Slip is penetrated in corresponding sleeve one,
Each pontoon bridge pile（3）Upper end is screwed on corresponding pile retaining mechanism one, described four pile retaining mechanisms one with
Pontoon bridge babinet（6）Interior top is fixedly connected, the pontoon bridge babinet per two neighboring wharf flying bridge module（6）The company of being detachably fixed
It connects, along wharf flying bridge（1）Multiple wharf flying bridge moulds of long side direction setting are in the block per two neighboring pontoon bridge buoyancy tank（4）It is removable
It unloads and is fixedly connected.
3. floating-island type cruise travelling dock according to claim 2, it is characterised in that：Four pile retaining mechanisms
One includes leading screw one（18）, screw one（19）；Multiple pontoon bridge piles（3）Upper end is equipped with one section of screw, described
Leading screw one（18）Upper end is equipped with connecting seat, leading screw one（18）The connecting seat and pontoon bridge babinet（6）Interior top is fixedly connected,
Leading screw one（18）With pontoon bridge pile（3）The screw of upper end with screw one（19）It is screwed on, and leading screw one（18）With pontoon bridge pile（3）
The screw of upper end is oppositely oriented.
4. the floating-island type cruise travelling dock according to Claims 2 or 3, it is characterised in that：Each pontoon bridge babinet（6）Four
A side wall is equipped with multiple flange connecting holes one（26）, it is described per two neighboring pontoon bridge buoyancy tank（4）Multiple flanged joints
Kong Yi（26）It is arranged in a one-to-one correspondence, the flange connecting hole one of the corresponding setting of each two（26）Inside it is both provided with flange lock tube component
One, per two neighboring pontoon bridge buoyancy tank（4）Connection is detachably fixed by several flange lock tube components one.
5. floating-island type cruise travelling dock according to claim 2, it is characterised in that：The pier body（2）It is upper
Surface is rectangle, pier body（2）Including multiple pier body modules, multiple flood discharge section truss（10）And multigroup pier body
Buoyancy tank, multiple pier body modules include harbour in arrangement setting in length and breadth, each pier body module
Main body lower box（9）, multiple ventilative section of column of pier body（8）, pier body upper box（7）, multiple main body piles（20）, it is more
A sleeve two, multiple pile retaining mechanisms two；
Multigroup pier body buoyancy tank is each parallel to pier body（2）Long side setting, every group of pier body buoyancy tank
Include multiple pier body buoyancy tanks（11）, in every group of pier body buoyancy tank per two neighboring pier body buoyancy tank
（11）Between be detachably fixed connection, each pier body buoyancy tank（11）Upper surface and flood discharge section truss（10）Lower end is fixed
Connection, each flood discharge section truss（10）Upper end and two pier body lower boxes that are corresponding and being disposed adjacent（9）Under
Surface is fixedly connected, per two neighboring pier body lower box（9）It is detachably fixed connection, each pier body lower box（9）
With corresponding pier body upper box（7）Between be fixed with multiple ventilative section of columns of the pier body being vertically arranged（8）, per adjacent
Two pier body upper boxes（7）It is detachably fixed connection, each pier body lower box（9）Bottom plate and top plate and with code
Head main body lower box（9）Corresponding pier body upper box（7）Bottom plate on be equipped with multiple through-holes two, and be arranged on harbour
Main body lower box（9）Bottom plate and top plate on multiple through-holes two and be arranged on the pier body upper box（7）It is more on bottom plate
A through-hole 211 is correspondingly arranged, and fixation penetrates sleeve two, multiple sets in the through-hole two of every three corresponding settings
It is slided one by one in cylinder two and penetrates main body pile（20）, each main body pile（20）It is revolved with corresponding pile retaining mechanism two upper end
It connects, the pile retaining mechanism two and pier body upper box（7）Interior top is fixedly connected.
6. floating-island type cruise travelling dock according to claim 5, it is characterised in that：Each pile retaining mechanism
Two include leading screw two（23）, screw two（24）；Multiple main body piles（20）Upper end is equipped with one section of screw, described
Leading screw two（23）Upper end is equipped with connecting seat, leading screw two（23）The connecting seat and pier body upper box（7）Interior top is consolidated
Fixed connection, leading screw two（23）With main body pile（20）The screw of upper end with screw two（24）It is screwed on, and leading screw two（23）With master
Body pile（20）The screw of upper end is oppositely oriented.
7. floating-island type cruise travelling dock according to claim 5, it is characterised in that：Every group of pier body buoyancy
Every two neighboring pier body buoyancy tank in case（11）Two adjacent walls on be equipped with several flange connecting holes two（27）,
Every two neighboring pier body buoyancy tank（11）Several flange connecting holes two（27）It is arranged in a one-to-one correspondence, each two phase
The flange connecting hole two being correspondingly arranged（27）Flange lock tube component two is inside both provided with, per two neighboring pier body buoyancy tank
（11）Connection is detachably fixed by several flange lock tube components two.
8. floating-island type cruise travelling dock according to claim 5, it is characterised in that：Each pier body nowel
Body（9）With each pier body upper box（7）It is four prisms cylinder, each pier body lower box（9）, on each pier body
Babinet（7）Four side walls be equipped with engraved structure, each pier body lower box（9）, each pier body upper box（7）With
And each pontoon bridge babinet（6）Four side walls on be equipped with several flange connecting holes three（28）, often under two neighboring pier body
Babinet（9）Adjacent wall on several flange connecting holes three（28）It is arranged in a one-to-one correspondence, per two neighboring pier body nowel
Body（9）The corresponding setting of each two flange connecting hole three（28）Flange lock tube component three is inside both provided with, per two neighboring
Pier body lower box（9）Connection is detachably fixed by several flange lock tube components three；Per two neighboring pier body top box
Body（7）Adjacent wall on several flange connecting holes three（28）It is arranged in a one-to-one correspondence, per two neighboring pier body upper box
（7）The corresponding setting of each two flange connecting hole three（28）Flange lock tube component three is inside both provided with, per two neighboring code
Head main body upper box（7）Connection is detachably fixed by several flange lock tube components three；Per two neighboring pontoon bridge babinet（6）Phase
Several flange connecting holes three on adjacent side wall（28）It is arranged in a one-to-one correspondence, per two neighboring pontoon bridge babinet（6）Each two it is opposite
The flange connecting hole three that should be set（28）Flange lock tube component three is inside both provided with, per two neighboring pontoon bridge babinet（6）Pass through number
A flange lock tube component three is detachably fixed connection.
9. the floating-island type cruise travelling dock according to claim 5 or 8, it is characterised in that：Multiple pontoon bridge babinets
（6）, multiple pier body upper boxes（7）And multiple pier body lower boxes（9）Include bottom steel construction（13）, steel under bottom
Plate（14）, bottom upper steel plate（29）, babinet outer layer plate（12）, two babinet arched girders（17）, four pieces steel pipe columns（15）, babinet
Top steel construction（26）, top upper steel plate（25）；
The top upper steel plate（25）, bottom lower steel plate（14）And bottom upper steel plate（29）It is horizontally disposed, bottom lower steel plate
（14）With bottom upper steel plate（29）Between be fixed with bottom of box steel construction（13）, top upper steel plate（25）Lower surface is fixed with case
Steel construction at the top of body（26）, four steel pipe columns（15）It is fixed on bottom lower steel plate vertically（14）Upper surface four corners and
Top upper steel plate（25）Lower surface four corners, four steel pipe columns（15）Outside is fixed with babinet outer layer plate（12）, the case
Volume surrounding steel plate（12）With bottom lower steel plate（14）And top upper steel plate（25）Surrounding is fixedly connected, babinet outer layer plate
（12）It is upper to be located at per adjacent two steel pipe columns（15）Between be equipped with the engraved structure, the engraved structure lower end is extended down to
Bottom upper steel plate（29）Place, the outer edge of arbitrary corresponding two engraved structures are respectively and fixedly provided with babinet arched girder（17）；
Each pontoon bridge babinet（6）There is babinet arched girder（17）Side and adjacent pontoon bridge babinet（6）Without babinet arched girder（17）'s
The corresponding setting in side, and the pontoon bridge babinet（6）Babinet arched girder（17）Fixedly embedded no babinet arched girder（17）Side
In the engraved structure in face；
Each pier body upper box（7）There is babinet arched girder（17）Side and adjacent pier body upper box（7）Without babinet
Arched girder（17）The corresponding setting in side, and pier body upper box（7）Babinet arched girder（17）Fixedly embedded no babinet
Arched girder（17）In the engraved structure of side；
Each pier body lower box（9）There is babinet arched girder（17）Side and adjacent pier body lower box（9）Without babinet
Arched girder（17）The corresponding setting in side, and pier body lower box（9）Babinet arched girder（17）Fixedly embedded no babinet
Arched girder（17）In the engraved structure of side；
Each pier body upper box（7）Or pier body lower box（9）There is babinet arched girder（17）Side and adjacent floating
Bridge babinet（6）Without babinet arched girder（17）The corresponding setting in side, pier body upper box（7）Or pier body lower box
（9）Babinet arched girder（17）Fixedly embedded no babinet arched girder（17）In the engraved structure of side；
By bottom lower steel plate（14）, bottom upper steel plate（29）And bottom of box steel construction（13）Combination forms pontoon bridge babinet（6）、
Pier body upper box（7）Or pier body lower box（9）Bottom plate；By top upper steel plate（25）And top of the box steel construction
（26）Combination forms pontoon bridge babinet（6）, pier body upper box（7）Or pier body lower box（9）Top plate；By two babinets
Arched girder（17）With babinet outer layer plate（12）Combination forms pontoon bridge babinet（6）, pier body upper box（7）Or under pier body
Babinet（9）Four side walls.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810158549.1A CN108179728A (en) | 2018-02-26 | 2018-02-26 | Floating-island type cruise travelling dock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810158549.1A CN108179728A (en) | 2018-02-26 | 2018-02-26 | Floating-island type cruise travelling dock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108179728A true CN108179728A (en) | 2018-06-19 |
Family
ID=62553062
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810158549.1A Withdrawn CN108179728A (en) | 2018-02-26 | 2018-02-26 | Floating-island type cruise travelling dock |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108179728A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565580A (en) * | 2019-08-19 | 2019-12-13 | 黄芳 | Floating island type wharf built by floating platform |
| CN113481932A (en) * | 2021-07-20 | 2021-10-08 | 上海市政工程设计研究总院（集团）有限公司 | High pile bearing platform type seawall |
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| RU2002113470A (en) * | 2002-05-23 | 2004-01-27 | Федеральное государственное образовательное учреждение "Морской государственный университет им. адм. Г.И. Невельского" | Multi-unit floating offshore wind farm |
| CN103215915A (en) * | 2013-03-29 | 2013-07-24 | 浙江海洋学院 | Stand pole and floating bridge adjusting structure, and floating dock applying stand pole and floating bridge adjusting structure |
| CN205975481U (en) * | 2016-08-26 | 2017-02-22 | 山东南海气囊工程有限公司 | Boats and ships are in shallow water area alongside system |
| CN206721808U (en) * | 2017-03-31 | 2017-12-08 | 广州中航水上设施建造有限公司 | A kind of emergency one landing stage |
| CN207919488U (en) * | 2018-02-26 | 2018-09-28 | 黄诚 | Floating-island type cruise travelling dock |
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2018
- 2018-02-26 CN CN201810158549.1A patent/CN108179728A/en not_active Withdrawn
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2002113470A (en) * | 2002-05-23 | 2004-01-27 | Федеральное государственное образовательное учреждение "Морской государственный университет им. адм. Г.И. Невельского" | Multi-unit floating offshore wind farm |
| CN103215915A (en) * | 2013-03-29 | 2013-07-24 | 浙江海洋学院 | Stand pole and floating bridge adjusting structure, and floating dock applying stand pole and floating bridge adjusting structure |
| CN205975481U (en) * | 2016-08-26 | 2017-02-22 | 山东南海气囊工程有限公司 | Boats and ships are in shallow water area alongside system |
| CN206721808U (en) * | 2017-03-31 | 2017-12-08 | 广州中航水上设施建造有限公司 | A kind of emergency one landing stage |
| CN207919488U (en) * | 2018-02-26 | 2018-09-28 | 黄诚 | Floating-island type cruise travelling dock |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565580A (en) * | 2019-08-19 | 2019-12-13 | 黄芳 | Floating island type wharf built by floating platform |
| CN113481932A (en) * | 2021-07-20 | 2021-10-08 | 上海市政工程设计研究总院（集团）有限公司 | High pile bearing platform type seawall |
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Application publication date: 20180619 |
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