CN208563244U - A kind of assembled floating wharf - Google Patents
A kind of assembled floating wharf Download PDFInfo
- Publication number
- CN208563244U CN208563244U CN201820742749.7U CN201820742749U CN208563244U CN 208563244 U CN208563244 U CN 208563244U CN 201820742749 U CN201820742749 U CN 201820742749U CN 208563244 U CN208563244 U CN 208563244U
- Authority
- CN
- China
- Prior art keywords
- floating platform
- floating
- wharf
- platform
- access bridge
- 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.)
- Active
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a kind of assembled floating wharf, including the first floating platform, the second floating platform and is set up in the first floating platform and draws the access bridge between dike;Wherein, access bridge, which is overlapped in below the end of the first floating platform, is equipped with pulley, and the upper surface of the first floating platform is then equipped with the track mobile for pulley, so that access bridge realizes that chute type is connect with the first floating platform;It has been that first be laid with is come, and is consolidated by fixed pile that second floating platform, which is connected with each other and with the first floating platform,.Using the technical solution of utility model, the floating wharf of section not only can be quickly formed into, and is suitable for the floating wharf construction of range of stage large area, the poor region of sheltering condition;Meanwhile second-stage development can be carried out on the floating wharf top, there is good practicability and economic benefit.
Description
Technical field
The utility model belongs to port and pier technical field, and in particular to a kind of suitable for port engineering and hydraulic engineering
Assembled landing stage.
Background technique
China's shipping industry is flourishing, and coastline is very long, and big-and-middle type ship must just can be carried out handling goods and people in wharf anchors
Up and down, existing harbour is generally divided into two kinds: one is fixed quay, another kind is floating wharf to member.Floating wharf is generally by landing stage
It being formed with access bridge, access bridge one end rides on landing stage, and on the direct frame to bank slope of the other end, and landing stage is fixed using anchor hawser with basis,
Landing stage is vertically moved up or down with water level.Above-mentioned floating wharf structure is simple, is only applicable to small-sized, easy passenger-cargo harbour, fish dock;
And the handling of harbour and personnel by all extremely inconvenient;Simultaneously in the region that range of stage is larger, sheltering condition is poor, surely
It is qualitative it is poor, service condition is complicated.
Utility model content
The purpose of the utility model is to overcome disadvantages existing in the prior art, provide a kind of assembled floating wharf.It should
Technical solution can quickly form floating wharf of certain scale and be suitable in the area that range of stage is larger, sheltering condition is poor
Domain.
To achieve the goals above, the technical solution adopted in the utility model is as follows:
A kind of assembled floating wharf, including the first floating platform, the second floating platform and it is set up in the first floating platform
And draw access bridge between dike;Wherein, access bridge, which is overlapped in below the end of the first floating platform, is equipped with pulley, the first floating platform
Upper surface is then equipped with the track mobile for pulley, so that access bridge realizes that chute type is connect with the first floating platform;First, which floats, puts down
It is firm that platform passes through the fixation pile being arranged in ground.
Further, which further includes the second floating platform, and the second floating platform is connected with each other and floats with first
Platform has been that first be laid with is come, and the second floating platform is equally correspondingly connected fixed pile.
Further, pass through telescopic joint between the second floating platform and between the second floating platform and the first floating platform
Connection.
Further, it is connected between the second floating platform and the fixed pile using steel construction piece;The wherein steel knot
It is bolted between component and second floating platform, idler wheel contacts between the fixed pile.
Further, telescopic joint is flat spring.
The utility model has the advantages that
(1) it can be connected by the factorial production, assembled, it is easy for construction rapid, it can quickly form into the floating wharf of section;
(2) it is applicable to the floating wharf construction in the poor region of range of stage large area, sheltering condition;
(3) floating wharf top can carry out second-stage development, have good practicability and economic benefit.
Detailed description of the invention
Fig. 1 is the structural schematic diagram one of the utility model.
Fig. 2 is the structural schematic diagram two of the utility model.
Fig. 3 is the floor map of steel structure connecting member between platform and fixed pile in the utility model.
Specific embodiment
The utility model will be further described with reference to the accompanying drawing.
Referring to attached drawing.The utility model includes the first floating platform 2, the second floating platform 3 and is set up in the first floating
Platform 2 and draw access bridge 1 between dike.Wherein, access bridge 1, which is overlapped in below the end of the first floating platform 2, is equipped with pulley 7, and first
The upper surface of floating platform 2 is then equipped with the track 8 mobile for pulley 7, so that access bridge 1 and the first floating platform 2 realize chute type
Connection, therefore access bridge can automatically adjust gradient adaptation after floating platform is with SEA LEVEL VARIATION, to facilitate handling and the people of ship
Member's flowing.It has been that first be laid with is come, and is passed through and be arranged in ground that second floating platform 3, which is connected with each other and with the first floating platform 2,
In fixation pile 4 it is firm.
Specifically, passing through between the second floating platform 3 and between the second floating platform 3 and the first floating platform 2 flexible
5 connection of section, telescopic joint 5 is preferably flat spring, it can be achieved that along the deformation for connecting direction in the present embodiment.Compared to traditional skill
Platform in art is mutually hinged or the technical solution that connects each other by spiral shell rivet clasp, it is clear that this product can preferably keep out environment
Bring impact and baneful influence.
It is connected between second floating platform 3 and fixed pile 4 using steel construction piece 6;Wherein steel construction piece 6 and second floats
It is bolted between platform 3, idler wheel contacts between fixed pile 4, so as to form stabilised platform system, so that floating
Platform can be integrally vertically moved up or down with water level.
When installation, the installation of access bridge 1 and the first floating platform 2 is completed first.Secondly, completing the first floating platform 2 and consolidating
Determine the connection of pile 4.Fixed pile 4 can be using steel column, concrete-pile etc., and the depth for being inserted into ground is true according to foundation soil shape
It is fixed.Finally, the second floating platform 3 and corresponding spud pile can be added by telescopic joint 5 according to the requirement of floating wharf scale
Column.
First floating platform 2 and the second floating platform 3 can be the module shape being process using light materials such as plastics
Floating drum.
It should be pointed out that the embodiments of the present invention are described above.However, the technical staff of art technology should manage
Solution, the present utility model is not limited to the above embodiments, only illustrates the principles of the present invention described in above-described embodiment,
There are many changes and improvements for the utility model also meeting under the premise of not departing from the scope of the utility model, these changes and improvements are all
It falls within the scope of the claimed invention.
Claims (5)
1. a kind of assembled floating wharf, it is characterised in that including the first floating platform and be set up in first floating platform and
Draw the access bridge between dike;Wherein, the access bridge, which is overlapped in below the end of first floating platform, is equipped with pulley, and described first
The upper surface of floating platform is then equipped with the track mobile for the pulley, so that the access bridge and first floating platform are realized
Chute type connection;It is firm that first floating platform passes through the fixation pile being arranged in ground.
2. a kind of assembled floating wharf as described in claim 1, it is characterised in that it further include the second floating platform, described second
Floating platform is connected with each other and has been that first be laid with is come with first floating platform;Second floating platform is equally accordingly
It is connected with fixed pile.
3. a kind of assembled floating wharf as claimed in claim 2, it is characterised in that between second floating platform and institute
It states and is connected between the second floating platform and first floating platform by telescopic joint.
4. a kind of assembled floating wharf as claimed in claim 2, it is characterised in that second floating platform and the fixation
It is connected between pile using steel construction piece;Wherein it is bolted between the steel construction and second floating platform, and it is described
Idler wheel contact between fixed pile.
5. a kind of assembled floating wharf as claimed in claim 3, it is characterised in that the telescopic joint is flat spring.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820742749.7U CN208563244U (en) | 2018-05-18 | 2018-05-18 | A kind of assembled floating wharf |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820742749.7U CN208563244U (en) | 2018-05-18 | 2018-05-18 | A kind of assembled floating wharf |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208563244U true CN208563244U (en) | 2019-03-01 |
Family
ID=65483487
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820742749.7U Active CN208563244U (en) | 2018-05-18 | 2018-05-18 | A kind of assembled floating wharf |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208563244U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110904814A (en) * | 2019-11-25 | 2020-03-24 | 杨志胜 | Beam pier protection device for road and bridge |
CN112049070A (en) * | 2020-08-19 | 2020-12-08 | 中铁第五勘察设计院集团有限公司 | Floating dock |
CN114108549A (en) * | 2021-12-27 | 2022-03-01 | 交通运输部天津水运工程科学研究所 | Quick erection system and method for ultra-long modular floating breakwater |
-
2018
- 2018-05-18 CN CN201820742749.7U patent/CN208563244U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110904814A (en) * | 2019-11-25 | 2020-03-24 | 杨志胜 | Beam pier protection device for road and bridge |
CN112049070A (en) * | 2020-08-19 | 2020-12-08 | 中铁第五勘察设计院集团有限公司 | Floating dock |
CN114108549A (en) * | 2021-12-27 | 2022-03-01 | 交通运输部天津水运工程科学研究所 | Quick erection system and method for ultra-long modular floating breakwater |
CN114108549B (en) * | 2021-12-27 | 2023-02-24 | 交通运输部天津水运工程科学研究所 | Quick erection system and method for ultra-long modular floating breakwater |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN208563244U (en) | A kind of assembled floating wharf | |
CN101980917B (en) | Liquid storing and offloading device and drilling and production installations on sea based thereon | |
Chandrasekaran et al. | Ocean structures: Construction, materials, and operations | |
CN102168417A (en) | Truss framed leg folding method of jack-up drilling platform | |
CN106677120A (en) | Floating breakwater eliminating medium-and-long-period waves | |
CN106043602A (en) | Single-point berthing device | |
CN101545254A (en) | Bottom-supported fixed type platform with seabed storage tank | |
CN207045637U (en) | A kind of floating ship terminals | |
CN203709035U (en) | Fixed column moored flexibly-structural tension leg type net cage capable of rising and sinking along with water level fluctuation | |
CN108216502A (en) | A kind of pontoon bridge ro-ro transport system of open seashore | |
CN201816726U (en) | Structure of floating type multifunctional refuge harbor | |
CN109042284A (en) | A kind of mooring gear suitable for the plantation of deep water seaweed | |
CN205686574U (en) | Oil loading and unloading single-point berthing device | |
CN201961506U (en) | Suspension type boarding tower | |
CN207208388U (en) | A kind of bridge roll-on transport ship | |
CN103738478B (en) | Deepwater column exportation buoy | |
CN101487228A (en) | Floating bank apparatus | |
CN203942935U (en) | With the buoyancy pillar deep water mesh cage of rigidity walkway board flexible structure | |
CN204199262U (en) | Simple and easy cylinder stake formula wellhead platform | |
CN201358438Y (en) | Floating shore connection device | |
CN106894447A (en) | A kind of structure type in Seafloor sightseeing tunnel | |
CN208650025U (en) | A kind of separate type basis offshore platform | |
CN205676840U (en) | Ramp type passenger wharf structure | |
CN205770051U (en) | 2 anti-adhesion biological wind and wave resistance floating swimming pools of mooring combination type high stability | |
CN104908884B (en) | A kind of method of quick construction offshore floating man-made island |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |