CN207919488U - Floating-island type cruise travelling dock - Google Patents

Floating-island type cruise travelling dock Download PDF

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Publication number
CN207919488U
CN207919488U CN201820269573.8U CN201820269573U CN207919488U CN 207919488 U CN207919488 U CN 207919488U CN 201820269573 U CN201820269573 U CN 201820269573U CN 207919488 U CN207919488 U CN 207919488U
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China
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pier body
babinet
adjacent
bridge
pontoon bridge
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黄诚
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Individual
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Individual
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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 utility model, 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 floating-island type cruise travelling dock structure of the utility model, avoid sea reclamation build project cost during bunder it is high, it is long in time limit, endanger the shortcomings that marine environment, and have many advantages, such as to construct it is quick, construction is simple, avoid damage to marine environment.

Description

Floating-island type cruise travelling dock
Technical field
The utility model is related 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 drives side's expanding economy and prosperity, people's living standard to be continuously improved since harbour, Wharf Construction develop.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 At the ecological disruption for being difficult to restore.Disadvantage based on the prior art, the utility model people pass through long-term research and development, It is proposed a kind of new design of large-scale floating-island type cruise travelling dock construction.
Invention content
The purpose of this utility model is to provide a kind of large-scale floating-island type cruise travelling docks, to solve existing sea reclamation Building harbour, that there are project costs is big, long in time limit, also destroys the marine eco-environment in coastal waters, causes the ecological disruption for being difficult to restore Problem.
The purpose of this utility model is achieved through the following technical solutions:
Floating-island type cruise travelling dock, composition includes wharf flying bridge and pier body, the wharf flying bridge and harbour The T-shaped arrangement of main body, wharf flying bridge one end connect land, and the wharf flying bridge other end connects pier body, and wharf flying bridge passes through it On multiple pontoon bridge piles moving up and down be relatively fixed with sea bed, pier body is multiple moving up and down by thereon Main body pile is relatively fixed with sea bed.
The advantageous effect of the utility model compared with the existing technology is:The utility model solves in the prior art and product Deficiency, and provide a kind of combination of novel dock structure, avoid sea reclamation and build work during bunder Journey cost is high, it is long in time limit, endanger the shortcomings that marine environment, and with construction quickly, construction is simple, avoid damage to marine environment etc. Advantage.
Description of the drawings
Fig. 1 is the integrally-built vertical view of the utility model;
Fig. 2 is the integrally-built axonometric drawing of the utility model;
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 to connect volume between the axonometric drawing connected between multiple pontoon bridge babinets or multiple pier body upper boxes The axonometric drawing connected between axonometric drawing 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 that each adjacent two pontoon bridge buoyancy tank is cutd open by the master that several flange lock tube components one are detachably fixed connection View;
Figure 18 is the axis survey that each adjacent two pontoon bridge buoyancy tank is detachably fixed connection by several flange lock tube components one Figure;
Figure 19 is that each adjacent two pier body buoyancy tank is detachably fixed connection by several flange lock tube components two Main sectional view;
Figure 20 is that the master for being detachably fixed connection by several flange lock tube components three of each adjacent two pontoon bridge babinet cuts open View.
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, harbour master Ventilative section of column 8 of body upper box 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, top Upper steel 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 1, nut 1, studs 1, lock tube 2 34, flange 2 35, nut 2 36, studs 2 37, lock tube three 38, flange 3 39.
Specific implementation mode
The technical solution of the utility model is further described below in conjunction with the accompanying drawings, however, it is not limited to this, every Technical solutions of the utility model are modified or replaced equivalently, without departing from the spirit and model of technical solutions of the utility model It encloses, should all cover in the scope of protection of the utility model.
Specific implementation mode 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 includes 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 connect land, and 1 other end of wharf flying bridge connects pier body 2, and wharf flying bridge 1 is 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 implementation mode two:As shown in Fig. 1, Fig. 3, Fig. 5, Fig. 6, Fig. 9, Figure 10, Figure 14, present embodiment is to specific The further explanation that embodiment one is made, 1 upper surface of wharf flying bridge are rectangle, and wharf flying bridge 1 includes multiple codes Head pontoon bridge module, multiple wharf flying bridge modules in being arranged in length and breadth, and each the wharf flying bridge module includes Four sleeves of pile retaining mechanism one, four of pontoon bridge pile 3, four, one, two pontoon bridge buoyancy tank 4, pontoon bridge truss 5 and pontoon bridge case Body 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 arranged, pontoon bridge truss 5 upper ends are fixedly connected with 6 lower surface of pontoon bridge babinet, the pontoon bridge babinet 6 be four prisms cylinder structure, four of pontoon bridge babinet 6 Side wall is equipped with engraved structure, and 6 bottom plate four corners of pontoon bridge babinet are vertically equipped with through-hole one, each through-hole respectively A sleeve one is fixed in one, each sliding of pontoon bridge pile 3 penetrates in corresponding sleeve one, on each pontoon bridge pile 3 End be screwed on corresponding pile retaining mechanism one, described four pile retaining mechanisms one with the top in pontoon bridge babinet 6 It is fixedly connected, the pontoon bridge babinet 6 of each adjacent two wharf flying bridge module is detachably fixed connection, along 1 long side direction of wharf flying bridge The multiple wharf flying bridge moulds each adjacent two pontoon bridge buoyancy tank 4 in the block being arranged is detachably fixed connection.
The pontoon bridge pile 3 plays fixed function to wharf flying bridge 1, 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 build it needs to be determined that, wharf flying bridge module connection extend, form the code of needs The length of head pontoon bridge 1.
Specific implementation mode three:As shown in Fig. 5, Figure 14, present embodiment be to specific implementation mode 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 lead 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 lead screw of 3 upper end of pontoon bridge pile are screwed on screw 1, and leading screw 1 with it is floating The lead screw of 3 upper end of bridge pier column is oppositely oriented.
Using along inverse two-way leading screw 1 and lead screw, screw 1 revolves pile retaining mechanism one with leading screw 1 and lead 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 implementation mode four:As shown in Fig. 1, Fig. 6, Figure 10, present embodiment is made to specific implementation mode two or three The further explanation gone out, described multiple wharf flying bridge mould each adjacent two in the block along the setting of 1 long side direction of wharf flying bridge Several flange connecting holes 1, each adjacent two 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, each adjacent two pontoon bridge buoyancy tank 4 are detachably fixed connection 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 multiple wharf flying bridge mould each adjacent two in the block along the setting of 1 long side direction of wharf flying bridge are 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 mounted on two simultaneously In the centre bore of a flange 1, two adjacent walls and two methods of each adjacent two pontoon bridge buoyancy tank 4 Orchid 1 is connected by multiple studs 1 respectively, and the both ends of each studs 1 respectively pass through a nut One 32 lockings.
Specific implementation mode 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 upper surface of the further explanation that body embodiment two is made, 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 It is arranged in length and breadth, each pier body module is vertical including 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 arranged each parallel to the long side of pier body 2, every group of pier body buoyancy Case includes multiple pier body buoyancy tanks 11, each adjacent two pier body buoyancy tank 11 in every group of pier body buoyancy tank Between be detachably fixed connection, the upper surface of each pier body buoyancy tank 11 is fixedly connected with 10 lower end of flood discharge section truss, often A 10 upper end of flood discharge section truss is fixed with two 9 lower surfaces of pier body lower box that are corresponding and being disposed adjacent to be connected It connects, each adjacent two pier body lower box 9 is detachably fixed connection, each pier body lower box 9 and corresponding harbour master Ventilative section of column 8 of multiple pier bodies being vertically arranged, each adjacent two pier body upper box are fixed between body upper box 7 7 are detachably fixed connection, the bottom plate and top plate of each pier body lower box 9 and corresponding with pier body lower box 9 It is equipped with multiple through-holes two on the bottom plate of pier body upper box 7, and is arranged on the bottom plate and top plate of pier body lower box 9 Multiple through-holes two be correspondingly arranged with the multiple through-hole 211s being arranged on 7 bottom plate of pier body upper box, every three phases It is fixed in the through-hole two being correspondingly arranged to penetrate sleeve two, it is slided one by one in multiple sleeves two and penetrates main body pile 20, Each 20 upper end of main body pile is screwed on corresponding pile retaining mechanism two, the pile retaining mechanism two and pier body Top in upper box 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 and pier body upper box 7 and pier body lower box 9 of whole pier body 2.
Multiple 7 transverse and longitudinals of pier body upper box arrange plane on a number of composition pier body.
Specific implementation mode six:As shown in Fig. 4, Figure 14, present embodiment be to specific implementation mode 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 lead screw, and 2 23 upper end of leading screw is equipped with connecting seat, Connecting seat described in leading screw 2 23 is fixedly connected with the top in pier body upper box 7, on leading screw 2 23 and main body pile 20 The lead screw at end is screwed on screw 2 24, and leading screw 2 23 and the lead 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 lead screw, silk Mother 2 24 is screwed on leading screw 2 23 and lead 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 implementation mode seven:As shown in Fig. 4, Figure 10, present embodiment be to specific implementation mode five make into one Step illustrates, on two adjacent walls of each adjacent two 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 of each adjacent two 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 35, 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 It is set with lock tube 2 34, the inner surface of two adjacent walls of each adjacent two 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, each adjacent two code Two adjacent walls and two flanges 2 35 of head main body buoyancy tank 11 are connected by multiple studs 2 37 respectively, Mei Gesuo It is respectively locked by a nut 2 36 at the both ends for the studs 2 37 stated.
Specific implementation mode eight:As shown in Fig. 9, Figure 11, present embodiment be to specific implementation mode five make into one Step explanation, each the 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, each adjacent two code It is both provided with flange lock tube component three 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;Each adjacent two pier body Several flange connecting holes 3 28 on the adjacent wall of upper box 7 are arranged in a one-to-one correspondence, each adjacent two 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, each adjacent two pier body Upper box 7 is detachably fixed connection by several flange lock tube components three;On the adjacent wall of each adjacent two 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 of each adjacent two pontoon bridge babinet 6 connects It connects and is both provided with flange lock tube component three in hole 3 28, each adjacent two pontoon bridge babinet 6 can by several flange lock tube components three 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 in the flange connecting hole 3 28 of the corresponding setting of each two of each adjacent two pontoon bridge babinet 6 3 38, the inner surface of two adjacent walls of each adjacent two pontoon bridge babinet 6 is each provided with a flange 3 39, the lock tube three 38 are mounted in the centre bore of the flange 3 39 described in two simultaneously, two sides adjacents of each adjacent two pontoon bridge babinet 6 Wall and two flanges 3 39 are connected by multiple studs 3 22 respectively, and the both ends of each studs 3 22 are each It is locked by a nut 3 21.
Specific implementation mode nine:As shown in Fig. 6-Fig. 8, Figure 11, Figure 12, present embodiment be to specific implementation mode 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 17, 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 Bottom of box steel construction 13 is fixed between bottom upper steel plate 29, upper steel plate 25 lower surface in top is fixed with top of the box steel knot Structure 26, described four steel pipe columns 15 are fixed on 14 upper surface four corners of bottom lower steel plate and 25 following table of top upper steel plate vertically Face four corners, four 15 outsides of steel pipe column are fixed with babinet outer layer plate 12, the babinet outer layer plate 12 and steel under bottom Plate 14 and 25 surrounding of top upper steel plate are fixedly connected, between being located at per adjacent two steel pipe columns 15 on babinet outer layer plate 12 It is equipped with the engraved structure, the engraved structure lower end is extended down at bottom upper steel plate 29, and arbitrary corresponding two are engraved The outer edge of hollow structure is respectively and fixedly provided with babinet arched girder 17;
Each pontoon bridge babinet 6 has side and 6 side without babinet arched girder 17 of adjacent pontoon bridge babinet of babinet arched girder 17 Corresponding setting, and the hollow out knot of fixedly embedded no 17 side of babinet arched girder of babinet arched girder 17 of the pontoon bridge babinet 6 In structure;
Each pier body upper box 7 has the side of babinet arched girder 17 to encircle without babinet with adjacent pier body upper box 7 The corresponding setting in side of ellbeam 17, and the fixedly embedded no babinet arched girder of babinet arched girder 17 17 of pier body upper box 7 In the engraved structure of side;
Each pier body lower box 9 has the side of babinet arched girder 17 to encircle without babinet with adjacent pier body lower box 9 The corresponding setting in side of ellbeam 17, and the fixedly embedded no babinet arched girder of babinet arched girder 17 17 of pier body lower box 9 In the engraved structure of side;
Each pier body upper box 7 or pier body lower box 9 have the side of babinet arched girder 17 and adjacent pontoon bridge The babinet of the corresponding setting in side of the babinet 6 without babinet arched girder 17, pier body upper box 7 or pier body lower box 9 In the engraved structure of fixedly embedded no 17 side of babinet arched girder of arched girder 17;
Pontoon bridge babinet 6, harbour are constituted 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 main body upper box 7 or pier body lower box 9;It is made of top upper steel plate 25 and the combination of top of the box steel construction 26 floating The top plate of bridge babinet 6, pier body upper box 7 or pier body lower box 9;By two babinet arched girders 17 and babinet outer layer steel The combination of plate 12 constitutes four side walls of pontoon bridge babinet 6, pier body upper box 7 or pier body lower box 9.Babinet arched girder 17 Play the role of support to the adjacent boxes being fixedly connected.
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 set, 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(2)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 sets, 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)The pontoon bridge buoyancy tank of lower end and the setting of two horizontal alignments(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, It is fixed with a sleeve one in each through-hole one, each pontoon bridge pile(3)Sliding penetrates 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 of each adjacent two wharf flying bridge module(6)The company of being detachably fixed It connects, along wharf flying bridge(1)Multiple wharf flying bridge moulds each adjacent two pontoon bridge buoyancy tank in the block of long side direction setting(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 lead 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 lead screw of upper end with screw one(19)It is screwed on, and leading screw one(18)With pontoon bridge pile(3) The lead screw of upper end is oppositely oriented.
4. floating-island type cruise travelling dock according to claim 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), each adjacent two 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, each adjacent two pontoon bridge buoyancy tank(4)It is detachably fixed connection 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, for multiple pier body modules in being arranged in length and breadth, each pier body module includes harbour 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), each adjacent two pier body buoyancy tank in every group of 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, each adjacent two 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 ventilative section of column of multiple pier bodies 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 in harbour Main body lower box(9)Bottom plate and top plate on multiple through-holes two be arranged in 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 Sliding penetrates main body pile one by one in cylinder two(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 lead 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 solid Fixed connection, leading screw two(23)With main body pile(20)The lead screw of upper end with screw two(24)It is screwed on, and leading screw two(23)With master Body pile(20)The lead 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 Each adjacent two pier body buoyancy tank in case(11)Two adjacent walls on be equipped with several flange connecting holes two(27), institute Each adjacent two pier body buoyancy tank stated(11)Several flange connecting holes two(27)It is arranged in a one-to-one correspondence, each two is opposite The flange connecting hole two that should be arranged(27)Inside it is both provided with flange lock tube component two, each adjacent two pier body buoyancy tank(11) It is detachably fixed connection 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), under each adjacent two pier body Babinet(9)Adjacent wall on several flange connecting holes three(28)It is arranged in a one-to-one correspondence, each adjacent two pier body nowel Body(9)The corresponding setting of each two flange connecting hole three(28)Inside it is both provided with flange lock tube component three, each adjacent two Pier body lower box(9)It is detachably fixed connection by several flange lock tube components three;Each adjacent two pier body top box Body(7)Adjacent wall on several flange connecting holes three(28)It is arranged in a one-to-one correspondence, each adjacent two pier body upper box (7)The corresponding setting of each two flange connecting hole three(28)Inside it is both provided with flange lock tube component three, each adjacent two code Head main body upper box(7)It is detachably fixed connection by several flange lock tube components three;Each adjacent two pontoon bridge babinet(6)Phase Several flange connecting holes three on adjacent side wall(28)It is arranged in a one-to-one correspondence, each adjacent two pontoon bridge babinet(6)Each two it is opposite The flange connecting hole three that should be arranged(28)Inside it is both provided with flange lock tube component three, each adjacent two 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)It 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, 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, described 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), outside the babinet Layer steel plate(12)With bottom lower steel plate(14)And top upper steel plate(25)Surrounding is fixedly connected, babinet outer layer plate(12)On Positioned at every adjacent two steel pipe columns(15)Between be equipped with the engraved structure, the engraved structure lower end is extended down on bottom Steel plate(29)The outer edge at place, arbitrary corresponding two engraved structures is 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 constitutes 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 group It closes and constitutes pontoon bridge babinet(6), pier body upper box(7)Or pier body lower box(9)Top plate;By two babinet arched girders (17)With babinet outer layer plate(12)Combination constitutes pontoon bridge babinet(6), pier body upper box(7)Or pier body lower box (9)Four side walls.
CN201820269573.8U 2018-02-26 2018-02-26 Floating-island type cruise travelling dock Active CN207919488U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108179728A (en) * 2018-02-26 2018-06-19 黄诚 Floating-island type cruise travelling dock

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108179728A (en) * 2018-02-26 2018-06-19 黄诚 Floating-island type cruise travelling dock

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