CN204750506U - Marine showy interim pier of formula design - Google Patents
Marine showy interim pier of formula design Download PDFInfo
- Publication number
- CN204750506U CN204750506U CN201520245802.9U CN201520245802U CN204750506U CN 204750506 U CN204750506 U CN 204750506U CN 201520245802 U CN201520245802 U CN 201520245802U CN 204750506 U CN204750506 U CN 204750506U
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- Prior art keywords
- temporary wharf
- wave absorption
- board
- interim pier
- stake
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Abstract
The utility model belongs to the ocean engineering field, in particular to marine showy interim pier of formula design. It includes roof, bottom plate, side board, fence board, connects the stake, connects cable, wave absorption room, oval wave absorption cylinder and anchor chain. Characterized by: roof and bottom plate are located the top and the bottom of single interim pier module respectively, adopt the side board to connect roof and bottom plate, install the several on the roof and connect the stake, interim pier module internally mounted counts the oval wave absorption cylinder of row and forms the energy dissipation room, the interim pier module of several adopts the connection cable and connects stake interconnect and fixes, forms a complete interim pier, interim pier is whole to be floated in the surface of water to adopt the anchor chain to be fixed in the seabed. The utility model discloses a structural design that thoroughly empty formula, multi -body were assembled to reach better wave absorption effect, easily install and remove, have higher reliability.
Description
Technical field
The utility model belongs to ocean engineering field, particularly a kind of floating marine formula temporary wharf design.
Background technology
Account for earth surface to amass in the ocean of 70.9% and contain rich in natural resources, mineral wealth, living resources, water resource and other various resources.Along with the development and progression of mankind's science and technology, land resource has been difficult to the needs meeting human development, and ocean is becoming the second space of human development, while the demand of the mankind to ocean is increasing, also proposes more and more higher requirement to marine engineering.There are very long coastline and abundant marine resources in China, and there are nearly 3,000,000 Km in the marine site administered
2(being equivalent to 1/3 of territory, China land).China will resolve population, resource and environment problem, and the important outlet reaching medium-developed country at mid-21st Century moves towards ocean exactly.
Along with developing rapidly of national economy, need at island or a large amount of job facilities of offshore sea waters construction, a large amount of building materialss, work tool need to be transported to scene, and utilizing boats and ships to carry will be major way.Shipping at sea and offshore harbour task day by day heavy today, for guaranteeing the unimpeded and economic needs in navigation channel, at sea and island build permanent harbour and will be subject to strict restriction, it is very necessary for therefore building various decomposable asymmetric choice net reassembling type temporary wharf.
At present, the design of existing temporary wharf mostly is that the littoral temporary construction of rivers in engineer applied is used, and its size is relatively little, and due to the wave force in rivers and lakes and wave height less, designed temporary wharf does not consider fairly perfect wave absorption measure.Simultaneously because the arrival bearing in rivers and lakes is relatively single, existing temporary wharf design mostly is open type, comparatively simple to the security consideration of alongside boat.Even some temporary wharf is directly based upon on fixed type basis, and it has larger impact for the circulation of water body, biology, suspended matter in waters.
Utility model content
Technical problem to be solved in the utility model is: overcome above-mentioned existing temporary wharf cost control, long construction period, on water circulation impact larger, and the weak point such as the wave wave resistance effect that existing design is higher to wave height, wavelength is longer is poor, a kind of floating marine formula temporary wharf is provided to design, the structure design that it adopts exposed throughout type, many bodies assembled, thus reach better wave dissipation effect, be easy to install and move, there is higher reliability.
The utility model solves the technical scheme that its technical matters adopts:
The design of floating marine formula temporary wharf, comprises top board, base plate, side board, barrier board, connection stake, connecting strand, wave damping chamber, oval wave absorption cylinder and anchor chain.It is characterized in that: top board and base plate lay respectively at top and the bottom of single temporary wharf module, adopt side board to connect top board and base plate; Top board is provided with several connection stake; The both sides of single temporary wharf module adopt waterproof baffle plate to close, and the front and back towards arrival bearing adopt barrier board to close; Temporary wharf inside modules is installed number and is arranged oval wave absorption cylinder formation energy dissipating room; In energy dissipating room, space filling artificial aquatic weed carries out wave absorption; Several temporary wharf module adopts connecting strand and is connected stake and is interconnected and fixed, and forms a complete temporary wharf; Temporary wharf entirety floats on the water surface, and adopts anchor chain to be fixed on seabed.
Described a kind of floating marine formula temporary wharf design, is characterized in that: single temporary wharf module is fan-shaped cylinder.
Taking into full account natural conditions (as wind, wave, tidal level, ocean current), material condition (as strength of material and service life), usage condition (as diffraction, reflection, thoroughly wave and more unrestrained), after the requirement of execution conditions (as ship machine equipment and operating technique), main body of the present utility model adopts the design of floating casing.The main application places of the utility model design is the waters that wave wavelength is longer, wave height is larger in ocean and lake, utilizes that buoyancy aid reflects, conversion, to absorb and dissipation wave energy is key problem in technology to reduce the energy of transmission wave.The rationally energy dissipating of application porous, wave and flexible material effect energy dissipating in design for this reason, and the feature making full use of wave generation turbulent flow and blending carries out self-energy dissipating.Make design reach defence wave to the invasion and attack in waters in port, ensure, in port, there is pulsation-free waters, be convenient to boats and ships and stop mooring, carry out the design goal such as cargo handling operation and upper and lower passenger smoothly.
When not having wave action, the design of floating marine formula temporary wharf remains static, and buoyancy suffered by it and gravity reach a state of equilibrium, and the upper plane of temporary wharf is higher than sea level.When wave is delivered to temporary wharf device, wave current part, by the transmission part of barrier board, forms turbulent flow, consumes part wave energy.Simultaneously, under the effect of residue wave energy, current enter the energy dissipating room of temporary wharf, interact with the artificial aquatic weed of oval wave absorption cylinder and filling, change sense of motion and the velocity magnitude of water particle in current, the current contrary in the formation direction, peripheral region of oval wave absorption cylinder and local turbulent, make full use of the self-energy dissipating mechanism of wave.In addition, artificial aquatic weed and wave fully act on, and effectively utilize the transmission of energy between friction force and kinetic energy and potential energy, reach effect of energy dissipation.Several temporary wharf module adopts connecting strand and is connected stake rigid connection, and form a complete floating type temporary wharf, make it towards arrival bearing, ship enters waters in harbour from the ship inlet with arrival bearing's opposite side.
The beneficial effects of the utility model are:
The utility model is applicable to deep water or the relatively poor place of ocean engineering foundation construction, have employed exposed throughout type barrier board and the assembled design of the many bodies of floating type casing, can adapt to most landform and marine site climatic conditions; The design's form is simple, adopts floating type structure, is convenient to manufacture, installation and maintenance.
Accompanying drawing explanation
Fig. 1 is the integral structure schematic diagram of single dock module of the present utility model.
Fig. 2 is the inner structure schematic diagram of single dock module of the present utility model.
Fig. 3 is the inner structure birds-eye view of single dock module of the present utility model.
Fig. 4 is the working state schematic representation after each block combiner of the utility model.
In figure, 1-top board, 2-connects stake, 3-side board, barrier board inside 4-, 5-base plate, 6-anchor chain, 7-seabed, the oval wave absorption cylinder of 8-, barrier board outside 9-, 10-wave damping chamber, 11-connecting strand, 12-ship inlet.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in detail.
Embodiment 1:
As shown in Figure 1, top board 1 and base plate 5 lay respectively at top and the bottom of single temporary wharf module, adopt side board 3 to connect top board 1 and base plate 5; The both sides of single temporary wharf module adopt waterproof baffle plate 3 to close; Top board 1 is provided with several connection stake 2; Temporary wharf entirety floats on the water surface, and adopts anchor chain 6 to be fixed on seabed 7.
As shown in Figure 2, temporary wharf inside modules is installed number and is arranged oval wave absorption cylinder 8.
As shown in Figure 3, the interior outside of single temporary wharf module adopts barrier board 4 and 9 to close, and forms energy dissipating room 10; In energy dissipating room 10, space filling artificial aquatic weed enters.
As shown in Figure 4, several temporary wharf module adopts connecting strand 11 and is connected stake 2 and is interconnected and fixed, and forms a complete temporary wharf, and reserves ship inlet 12 arrival bearing dorsad.
The principle of work of the present embodiment:
When not having wave action, the design of floating marine formula temporary wharf remains static, and buoyancy suffered by it and gravity reach a state of equilibrium, and the upper plane of temporary wharf is higher than sea level.When wave is delivered to temporary wharf device, wave current part, by the transmission part of barrier board 9, forms turbulent flow, consumes part wave energy.Simultaneously, under the effect of residue wave energy, current enter the energy dissipating room 10 of temporary wharf, interact with the artificial aquatic weed of filling with oval wave absorption cylinder 8, change sense of motion and the velocity magnitude of water particle in current, the current contrary in the formation direction, peripheral region of oval wave absorption cylinder 8 and local turbulent, make full use of the self-energy dissipating mechanism of wave.In addition, artificial aquatic weed and wave fully act on, and effectively utilize the transmission of energy between friction force and kinetic energy and potential energy, reach effect of energy dissipation.Several temporary wharf module adopts connecting strand 11 and is connected stake 2 rigid connection, and form a complete floating type temporary wharf, make it towards arrival bearing, ship enters waters in harbour from the ship inlet 12 with arrival bearing's opposite side.
Although be described preferred embodiment of the present utility model above, the utility model is not limited to above-mentioned detailed description of the invention, and above-mentioned detailed description of the invention is only schematic, is not restrictive.
Claims (2)
1. a floating marine formula temporary wharf design, comprise top board, base plate, side board, barrier board, connection stake, connecting strand, wave damping chamber, oval wave absorption cylinder and anchor chain, it is characterized in that: top board and base plate lay respectively at top and the bottom of single temporary wharf module, adopt side board to connect top board and base plate; Top board is provided with several connection stake; The both sides of single temporary wharf module adopt waterproof baffle plate to close, and the front and back towards arrival bearing adopt barrier board to close; Temporary wharf inside modules is installed number and is arranged oval wave absorption cylinder formation energy dissipating room; In energy dissipating room, space filling artificial aquatic weed carries out wave absorption; Several temporary wharf module adopts connecting strand and is connected stake and is interconnected and fixed, and forms a complete temporary wharf; Temporary wharf entirety floats on the water surface, and adopts anchor chain to be fixed on seabed.
2. floating marine formula temporary wharf design according to claim 1, is characterized in that: single temporary wharf module is fan-shaped cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520245802.9U CN204750506U (en) | 2015-04-22 | 2015-04-22 | Marine showy interim pier of formula design |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520245802.9U CN204750506U (en) | 2015-04-22 | 2015-04-22 | Marine showy interim pier of formula design |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204750506U true CN204750506U (en) | 2015-11-11 |
Family
ID=54465240
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520245802.9U Expired - Fee Related CN204750506U (en) | 2015-04-22 | 2015-04-22 | Marine showy interim pier of formula design |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204750506U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104743077A (en) * | 2015-04-22 | 2015-07-01 | 长沙理工大学 | Offshore floating temporary wharf design |
| CN108221850A (en) * | 2018-02-26 | 2018-06-29 | 黄诚 | Babinet modularization harbor harbour |
-
2015
- 2015-04-22 CN CN201520245802.9U patent/CN204750506U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104743077A (en) * | 2015-04-22 | 2015-07-01 | 长沙理工大学 | Offshore floating temporary wharf design |
| CN108221850A (en) * | 2018-02-26 | 2018-06-29 | 黄诚 | Babinet modularization harbor harbour |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151111 Termination date: 20160422 |