CN105544457A - Small wharf capable of automatically adapting to tide level - Google Patents
Small wharf capable of automatically adapting to tide level Download PDFInfo
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- CN105544457A CN105544457A CN201510897686.3A CN201510897686A CN105544457A CN 105544457 A CN105544457 A CN 105544457A CN 201510897686 A CN201510897686 A CN 201510897686A CN 105544457 A CN105544457 A CN 105544457A
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- 230000003139 buffering effect Effects 0.000 claims description 23
- 230000003044 adaptive effect Effects 0.000 claims description 22
- 241001481833 Coryphaena hippurus Species 0.000 claims description 4
- 230000006978 adaptation Effects 0.000 claims description 3
- 238000005096 rolling process Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 20
- 230000008859 change Effects 0.000 abstract description 5
- 239000011435 rock Substances 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 16
- 238000000034 method Methods 0.000 description 11
- 230000008569 process Effects 0.000 description 11
- 239000013535 sea water Substances 0.000 description 10
- 238000010586 diagram Methods 0.000 description 9
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- 238000005452 bending Methods 0.000 description 2
- 239000003651 drinking water Substances 0.000 description 2
- 235000020188 drinking water Nutrition 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
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- 229910052736 halogen Inorganic materials 0.000 description 1
- 150000002367 halogens Chemical class 0.000 description 1
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- 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
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
- E02B3/064—Floating landing-stages
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
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Abstract
A small wharf capable of automatically adapting to the tide level comprises a landing mechanism, a ship mooring mechanism and a tide level adapting system; the tide level adapting system comprises a lifting floating platform and limiting piles; the lifting floating platform is provided with limiting pile holes, tide level adapting devices are arranged in the limiting pile holes and comprise limiting gears, limiting floating bodies and tide level starting and stopping mechanisms, the limiting piles are inserted into the limiting pile holes, and the bottoms of the limiting pile are fixed to the seabed; limiting racks are arranged along the side walls of the limiting piles and are meshed with the limiting gears; the limiting floating bodies are installed on the side walls of the limiting pile holes; the tide level starting and stopping mechanisms respectively comprise a ratchet wheel and a brake pin, the brake pins are connected to the limiting floating bodies and are meshed with pawls of the ratchet wheels, and the ratchet wheels are coaxially connected to the limiting gears; the landing mechanism and the ship mooring mechanism are connected to the lifting floating platform. The small wharf is suitable for bed rock islands with the great depth change of foreshore water and can automatically adapt to the change of the tide level compared with conventional wharfs through the design, ships can be conveniently moored alongside, and staff can conveniently go ashore.
Description
Technical field
The present invention relates to a kind of harbour, specifically, relate to a kind of small-sized harbour that automatically can adapt to tidal level.
Background technology
Small-sized harbour refers to and is applied to the marine site such as island, small harbor, is applicable to yacht, canoe, the extra large harbour fishing the stop of the spitkit such as ship, sightseeing ship.Because small-sized harbour volume is little, structure is simple, and compared with large pier, small-sized harbour is larger by the impact of the natural environments such as sea situation.Harbour can be divided into fixed harbour and float type harbour by fixed form, large pier is generally fixed harbour, because large ship volume is large, drinking water is darker, stability is strong, the usual Stability Analysis of Structures of large pier, impact by tidal level is less, does not have tidal level adaptive functions and also can not impact the stop of boats and ships; Small-sized harbour often adopts float type harbour, and this harbour stationarity is poor, usually fixes by the syndetons such as rope and seashore or spud pile, with the motion of wave, the motion of ocean current and movement, more can effectively can not adapt to the tide of ocean; Meanwhile, because spitkit drinking water is more shallow, its stability is high by the impact property of tidal level, and small-sized dock structure is relatively simple, and this just proposes higher requirement to small-sized harbour.
China's island One's name is legion, most island is all non inhabitation islands.In recent years, along with country accelerates the paces of island construction, increasing people turns one's attention to non inhabitation islands exploitation.It is pointed out that a lot of non inhabitation islands exploitation of current China all locks into communications and transportation, its main restricting factor is that non inhabitation islands is not often for the harbour that ship berths.Non inhabitation islands builds large pier cost is high, construction is difficult, constructional materials is deficient, and new island Protection Code is forbidden to destroy island body and is obtained constructional materials.The ship that non inhabitation islands is stopped in fact mostly is small fishing vessel, sea fishes ship and tourism speedboat, less demanding to port berth tonne, therefore only considers the situation of building small-sized harbour.Residing for island, marine site tidal range is comparatively large, needs the problem considering construction cost, construction technology and constructional materials on the one hand, also need on the other hand to consider small boat under complicated tidal level condition safety, stablize the demand of alongside.Therefore, consider the applied field construction environment in one's power of small-sized harbour, also need the difficulty of construction controlling small-sized harbour.
Application number be 201510451395.1 patent discloses a kind of landing stage being adapted to oceanic tide.Comprise the first buoyancy aid of flexible connection, the second buoyancy aid, the first buoyancy aid comprises spud pile and the first buoyancy tank, and the first buoyancy tank fluctuates along spud pile.Spud pile upper end is provided with the fixture of suspension first buoyancy tank, and the second buoyancy aid connects with the first buoyancy aid, with motion, adjusts together along with the fluctuation of oceanic tide.Second buoyancy aid bottom is provided with anchor, is connected with sea bed by the second buoyancy aid.This structure limits the motion of the first buoyancy aid by spud pile, the first buoyancy aid is adjusted along with the fluctuation of oceanic tide, but does not move with the direction of ocean current.But because spud pile is just inserted in the stake holes of the first buoyancy tank, do not have spacing or fastening devices to limit the movement tendency of the first buoyancy tank, the fluctuating of wave also can make the first buoyancy tank produce moving up and down at any time, and therefore, the first buoyancy tank can rise and fall on the waves.Therefore, although which solve the problem that tidal level adapts to, but still the problem that harbour rises and fall on the waves is not solved.
Summary of the invention
The object of the present invention is to provide one to be applicable to spitkit to stop, easy construction, does not affect by heaving of the sea, and in fluctuation tide process, the small-sized harbour of Absorbable organic halogens vertical lifting.
Technical scheme of the present invention is: the small-sized harbour automatically adapting to tidal level, and comprise and log in mechanism and by ship mechanism, also comprise tidal level adaptive system, tidal level adaptive system comprises lifting floating platform and position limiting pile; Lifting floating platform has spacing stake holes, and be provided with tidal level adaptive device in spacing stake holes, tidal level adaptive device comprises position limited gear, spacing buoyancy aid and tidal level mechanism for opening/closing, and position limiting pile is inserted in spacing stake holes, and bottom is fixed on seabed; Position limiting pile sidewall is provided with spacing tooth bar, engages with position limited gear; Spacing buoyancy aid is arranged on the sidewall of spacing stake holes; Tidal level mechanism for opening/closing comprises a ratchet and banking pin, and banking pin is connected with spacing buoyancy aid, and ratchet is coaxially connected with position limited gear, and banking pin engages with click; Log in mechanism and all connect with lifting floating platform by ship mechanism.
Preferably: spacing buoyancy aid comprises outer container and is placed in spacing float in outer container, except bottom the side of heading sea except outer container and outer container, each sidewall of outer container is provided with permeable hole.Although heaving of the sea can make seawater enter casing, because wave crest, trough hocket, the water entering casing flows out from permeable hole, trunkful body can not be amassed, during heaving of the sea, lifting floating platform can not rise and fall on the waves, and reduces heaving of the sea to the impact of seawater harbour.
Preferably: in spacing stake holes, the sidewall not installing tidal level adaptive device is equipped with pulley, and position limiting pile contacts with pulley wheel body excircle.Pulley reduces the friction of position limiting pile and spacing stake holes on the one hand, can limit the direction of motion of lifting floating platform on the other hand.
Preferably: lifting floating platform is hollow body, the closed bin lattice at multiple interval are set along hollow body inside.Adopt hollow-core construction can reduce the weight of lifting floating platform, improve its buoyancy; Multiple storehouses lattice in hollow body are done the process at airtight interval, when storehouse lattice are damaged, other storehouse lattice are unaffected, and lifting floating body still can provide enough buoyancy.This structure had both added the reliability that lifting floating body uses, and also improved the intensity of lifting floating body.
Preferably: log in mechanism and comprise and log in plate, log between plate one end and lifting floating platform hinged; In tidal undulation process, the lifting of lifting floating platform, logs in mechanism and rotates around hinged place, remain and the connection being elevated floating platform.Log in plate bottom and the floor that transverse and longitudinal replaces is set.Floor can strengthen the bending rigidity logging in plate, when preventing load-carrying excessive, logs in plate and bends.Log in plate upper surface and rolling decorative pattern is set, frictional force when increase personnel walk about, prevent the upper and lower ship time of personnel from slipping.
Preferably: comprise and the buffering buoyancy aid that is connected of lifting floating platform by ship mechanism, and be arranged on that buffering buoyancy aid meets shipboard lean on the deck of boat.There is rubber fender by deck of boat installed in front, reduce by ship time, hull and by the impulsive contact force between the deck of boat; Buffering buoyancy aid installs mooring dolphin, heaving pile when stopping for boats and ships.Lateral impact power when effect by the deck of boat, buffering buoyancy aid and berthing pile is buffering ship alongside, protection lifting gear is from the destruction of lateral impact power.
Further, buffering buoyancy aid arranges stake holes, and arrange pulley along stake holes sidewall, buoyancy aid stake is arranged in stake holes, is fixed on seabed bottom buoyancy aid stake, and buoyancy aid stake sidewall contacts with pulley wheel body excircle.Buffering buoyancy aid also can move up and down with tidal level fluctuation, ensures to be positioned at same level height all the time with lifting floating platform.The motion of pulley restriction buffering buoyancy aid, can reduce the friction between buoyancy aid and stake holes simultaneously.
The invention has the beneficial effects as follows:
(1) this device is applicable to the larger basement rock island of water depth ratio before bank, and compared with conventional harbour, this design can adapt to tidal level change automatically, facilitates ship alongside and personnel's disembarkation.
(2) this device difficulty of construction is low, to construction environment, construction material less demanding.Main member, position limiting pile, is elevated floating platform, logs in plate and lifting gear etc. and be steel work, can carry out prefabricated in factory, be transported to in-site installation.Wherein, lifting floating platform can directly be hauled in water, and other components can transport with ship.Utilize pile driving equipment and positioning equipment to squeeze in sea bed by steel pipe pile, lifting floating platform is installed, logs in the components such as plate.In installation process, drive piles less to the ambient influnence of island surrounding sea, after construction terminates, marine site is not affected substantially.Employing logs in plate and connects harbour (lifting floating body) and log in plate; only need carry out among a small circle to water front place, island smooth; do not need large-scale construction; both engineering quantity and construction investment had been decreased; decrease the destruction of construction to coastal environment, farthest can protect the ecological environment of island surrounding sea and land-based area.
(3) relative to heaving of the sea, the impact of fluctuation on sea level height of tidal level is larger.System is braked by banking pin, and the fluctuating of less sea level height can not trigger the effect of banking pin, and therefore the heave of system is only by the impact of tidal level, does not affect by lumpy.
Accompanying drawing explanation
Fig. 1 is embodiment 1 structural representation.
Fig. 2 is lifting floating platform plan structure schematic diagram.
Fig. 3 is tidal level adaptive device plan structure schematic diagram.
Fig. 4 is tidal level adaptive system structural representation.
Fig. 5 is position limiting pile and tidal level adaptive device fit structure schematic diagram.
Fig. 6 is banking pin and ratchet gear brake relational structure schematic diagram.
When Fig. 7 is tidal level rise, ratchet rotates forward structural representation.
When Fig. 8 is tidal level decline, ratchet inversion structures schematic diagram.
Fig. 9 is embodiment 2 tidal level adaptive system structural representation.
Figure 10 is embodiment 2 structural representation.
Figure 11 is for logging in plated construction schematic diagram.
Dock structure schematic diagram when Figure 12 is tidal level decline.
Dock structure schematic diagram when Figure 13 is tidal level rise.
Figure 14 is embodiment 4 structural representation.
Wherein, 1-logs in mechanism, and 101-logs in plate, and 102-indulges rib, 103-cross rib, 104-hinge hole, 2-tidal level adaptive system, 201-is elevated floating platform, 202-position limiting pile, the spacing stake holes of 203-, the spacing tooth bar of 204-, 3-tidal level adaptive device, 301-position limited gear, the spacing buoyancy aid of 302-, 303-outer container, 304-permeable hole, 305-pulley, 4-tidal level mechanism for opening/closing, 401-ratchet, 402-banking pin, 5-is by ship mechanism, and 501-cushions buoyancy aid, the stake of 502-buoyancy aid, 503-mooring dolphin
Detailed description of the invention
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is further detailed.
Embodiment 1
The small-sized harbour of automatic adaptation tidal level, comprises and logs in mechanism 1 and by ship mechanism 5, log in mechanism 1 and connect land, and boats and ships are close by ship mechanism 5 after stopping.
Log in mechanism 1 and be also provided with tidal level adaptive system 2 by between ship mechanism 5.
As shown in Figures 2 to 6, tidal level adaptive system 2 comprises lifting floating platform 201 and position limiting pile 202, logs in plate 101 and is connected with lifting floating platform 201; Lifting floating platform 201 has spacing stake holes 203, and position limiting pile 202 and spacing stake holes 203 all have four, and the table top of lifting floating platform 201 is square, and spacing stake holes 203 is arranged on four square edges.Tidal level adaptive device 3 is provided with in each spacing stake holes 203.Tidal level adaptive device 3 comprises position limited gear 301, spacing buoyancy aid 302 and tidal level mechanism for opening/closing 4, position limiting pile 202 is inserted in spacing stake holes 203, position limiting pile 202 sidewall is provided with spacing tooth bar 204, engages with position limited gear 301, position limited gear 301 is arranged on the sidewall of spacing stake holes 203; Spacing buoyancy aid 302 is arranged on the sidewall of spacing stake holes 203; Tidal level mechanism for opening/closing 4 comprises a ratchet 401 and banking pin 402, and banking pin 402 and spacing buoyancy aid 302 are fixedly linked.The ratchet side of ratchet 401 is arc, and side is linear pattern, and banking pin 402 engages with the ratchet of ratchet 401 linear pattern side, and restriction ratchet 401 rotates.Ratchet 401 is coaxially connected with position limited gear 301, and the two motion is consistent, and ratchet 401 is braked pin 402 and blocks, and can not rotate forward, and position limited gear 301 can not rotate equally, can not move up and down along spacing tooth bar 204.
As shown in figure 11, in the present embodiment, log in mechanism and comprise and log in plate 101, log between one end of plate 101 and lifting floating platform 201 hinged, the other end is overlapped on bank base; Only need carry out water front smooth among a small circle, not need to build water front on a large scale.In tidal undulation process, lifting floating platform 201 is elevated, and logs in plate 101 and rotates around hinged place, remain and the connection being elevated floating platform 201.Log in plate 201 bottom and the vertical rib 102 and cross rib 103 that transverse and longitudinal replaces is set, the bending rigidity logging in plate 101 can be strengthened, when preventing load-carrying excessive, log in plate 101 and bend.Log in plate upper surface and rolling decorative pattern is set, increase frictional force, prevent the upper and lower ship time of personnel from sliding into.
Comprise and the buffering buoyancy aid 501 that is connected of lifting floating platform 201 by ship mechanism, and be arranged on that buffering buoyancy aid 501 meets shipboard lean on the deck of boat 502.Lateral impact power when being buffering ship alongside by the deck of boat 502, the effect of buffering buoyancy aid 501, protection lifting gear is from the destruction of lateral impact power.There is rubber fender by the deck of boat 502 installed in front, reduce by ship time, hull and by the impulsive contact force between the deck of boat 502; Buffering buoyancy aid 501 installs mooring dolphin 503, heaving pile when stopping for boats and ships.
In the process of fluctuation tide, the water level of seawater will change.
When definition position limited gear 301 moves upward, the direction that ratchet 401 rotates is for rotating forward.When water level does not change, lifting floating platform 201 rests on a certain position, in the impact process of wave, lifting floating platform 201 can produce the trend (ratchet 401 has the trend rotated forward) moved upward, but ratchet 401 is braked pin 402 blocks and can not rotate.Position limited gear 301 moves consistent with ratchet 401, also can not rotate, thus be still on vertical position.Although now there is wave constantly to rise and fall, lifting floating platform 201 remains static all the time.
As shown in Figure 7, when tidal level goes up gradually, spacing float drives banking pin 402 to rise, and throw off and engaging between ratchet 401, ratchet 401 rotates forward, and position limited gear 301 rotates forward thereupon.Whole lifting floating platform 201 moves upward, and adapts to the rise of tidal level.
As shown in Figure 8, when definition position limited gear 301 moves downward, the direction that ratchet 401 rotates is for rotating backward.When tidal level declines gradually, spacing buoyancy aid 302 is with water level decreasing, and ratchet 401 has heterodromous trend, and because a face of ratchet 401 ratchet is arc, can not stop by the braking of banking pin 402, therefore ratchet 401 rotates backward unrestricted.In tidal level decline process, what whole lifting floating platform 201 equally can be stable does upper and lower vertical motion, adapts to the decline of tidal level.
In the process that tidal level goes up and tidal level declines, due to the position-limiting action of position limited gear 301, spacing tooth bar 204, whole lifting floating platform 201 can only produce the motion of vertical direction, floats about avoiding it.
In order to make the rising that is accurate, induction water level in time of spacing buoyancy aid 302 energy, banking pin 402 is as far as possible little with the friction of the ratchet back of tooth, and the volume of spacing buoyancy aid 302 will be tried one's best greatly, to produce enough buoyancy, banking pin 402 is easily mentioned.
In the present embodiment, spacing stake holes 203 is the hole of rectangular column shape, position limiting pile 202 is the structure of rectangular shaped post, in spacing stake holes 203, three sidewalls not installing tidal level adaptive device are equipped with pulley 305, reduce in lifting floating platform 201 process moved up and down relative to position limiting pile 202, the friction between position limiting pile 202 and spacing stake holes 203.Auxiliary stopper gear 301 gone back by pulley 305 simultaneously, position-limiting action is played in the motion of spacing tooth bar 204 pairs of position limiting piles 202.
Figure 12 and 13 declines for being respectively tidal level and in tidal level rise process, logging in mechanism status schematic diagram.
As shown in figure 12, when tidal level declines, because lifting floating platform 201 is with water level decreasing, logs in plate 101 and rotate around hinged place, make to log in plate 101 and be elevated between floating platform 201 to form the domatic of an inclination, facilitate user to debark or go on board.
As shown in figure 13, on the contrary, when tidal level rises, rise with water level owing to being elevated floating platform 201, log in plate 101 and rotate around hinged place, make to log in plate 101 and be elevated between floating platform 201 to form the domatic of an inclination.
Embodiment 2
As shown in Figure 9, as different from Example 1, spacing buoyancy aid 302 comprises outer container 303 and is placed in the spacing float in outer container 303, and except bottom the side of heading sea except outer container 303 and outer container, each sidewall of outer container 303 is provided with permeable hole 304.
Outer container 303 is the housings outside spacing float, and be fixed on lifting floating platform 201, the bottom of outer container 303 arranges a cover plate, central aperture, and banking pin 402 passes from perforate.Outer container 303 top and sidewall all have perforate (side of heading sea is without perforate), and seawater can be made to enter the inside of outer container 303, and the spacing float in outer container 303 floats, and drive whole lifting floating platform 201 to float.Although heaving of the sea can make seawater enter casing, because wave crest, trough hocket, the water entering casing flows out from permeable hole, trunkful body can not be amassed, reduce heaving of the sea to the impact of seawater harbour, during heaving of the sea, lifting floating platform 201 can not rise and fall on the waves.
The bottom of outer container 303 and the side of heading sea do not arrange perforate, and prevent wave when comparatively low water stage, more seawater enters the inside of casing.
Seawater starts to enter casing (although heaving of the sea can make seawater enter casing through the permeable hole 304 of float outer container 303, but because wave crest, trough hocket, the water entering casing flows out from permeable hole, trunkful body can not be amassed), before spacing buoyancy aid 302 does not float, whole lifting floating platform 201 still remains static, but the trend that lifting floating platform 201 moves upward and ratchet 401, position limited gear 301 forward rotate is more and more stronger.When water level continues to be increased to and float sustained height, spacing buoyancy aid 302 is subject to buoyancy and moves upward, mentioned by banking pin 402, ratchet 401 and position limited gear 301 forward rotate, and whole lifting floating platform 201 moves up (Figure 10 and Figure 11) with water level.When being elevated floating platform 201 and being raised to certain altitude, the water in float outer container 303 reserves from permeable hole, and spacing buoyancy aid 302 and braking latch pin 402 are sunk, and block ratchet 401, and position limited gear 301 can not be rotated further, and whole lifting floating platform 201 stops moving upward.Owing to being subject to buoyant of sea water, lifting floating platform 201 can not move downward, and is therefore elevated floating platform 201 by temporal persistence at this water level place.
Embodiment 3
Lifting floating 201 is hollow body, arranges the closed bin lattice at multiple interval along hollow body inside.Adopt hollow-core construction can reduce the weight of lifting floating platform 201, improve its buoyancy; Multiple storehouses lattice in hollow body are done the process at airtight interval, when storehouse lattice are damaged, other storehouse lattice are unaffected, and lifting floating platform 201 still can provide enough buoyancy.This structure had both added the reliability that lifting floating platform 201 uses, and also improved the intensity of lifting floating platform 201.
Embodiment 4
Structure disclosed in above embodiment, buffering buoyancy aid 501 is connected with lifting floating platform, can do synchronization lifting and move, but buffering buoyancy aid 501 still may produce lateral displacement with ocean current with lifting floating platform.
The present embodiment provides a kind of mounting structure cushioning buoyancy aid 501.As shown in Figure 1, buffering buoyancy aid 501 arranges stake holes, and arrange pulley along stake holes sidewall, buoyancy aid stake 502 is arranged in stake holes, and bottom is fixed on seabed.Buoyancy aid stake 502 sidewall contacts with pulley wheel body excircle.Buffering buoyancy aid 501 also can move up and down with tidal level fluctuation, and the motion of pulley restriction buffering buoyancy aid 501, can reduce the friction between buffering buoyancy aid 501 and stake holes simultaneously.
Claims (8)
1. automatically adapt to the small-sized harbour of tidal level, comprise and log in mechanism and by ship mechanism, it is characterized in that: also comprise tidal level adaptive system, described tidal level adaptive system comprises lifting floating platform and position limiting pile; Described lifting floating platform has spacing stake holes, is provided with tidal level adaptive device in spacing stake holes, described tidal level adaptive device comprises position limited gear, spacing buoyancy aid and tidal level mechanism for opening/closing, and position limiting pile is inserted in spacing stake holes, and bottom is fixed on seabed; Position limiting pile sidewall is provided with spacing tooth bar, engages with position limited gear; Spacing buoyancy aid is arranged on the sidewall of spacing stake holes; Tidal level mechanism for opening/closing comprises a ratchet and banking pin, and banking pin is connected with spacing buoyancy aid, and ratchet is coaxially connected with position limited gear, and banking pin engages with click; Log in mechanism and all connect with lifting floating platform by ship mechanism.
2. the as claimed in claim 1 small-sized harbour automatically adapting to tidal level, is characterized in that: described spacing buoyancy aid comprises outer container and is placed in the spacing float in outer container, and except bottom the side of heading sea except outer container and outer container, each sidewall of outer container is provided with permeable hole.
3. the small-sized harbour automatically adapting to tidal level as claimed in claim 1, it is characterized in that: in spacing stake holes, the sidewall not installing tidal level adaptive device is equipped with pulley, and position limiting pile contacts with pulley wheel body excircle.
4. the small-sized harbour automatically adapting to tidal level as claimed in claim 1, is characterized in that: described lifting floating platform is hollow body, arranges the closed bin lattice at multiple interval along hollow body inside.
5. the as claimed in claim 1 small-sized harbour automatically adapting to tidal level, is characterized in that: described in log in mechanism and comprise and log in plate, log between one end of plate and lifting floating platform hinged; Log in plate bottom and arrange the floor that transverse and longitudinal replaces, upper surface arranges rolling decorative pattern.
6. the as claimed in claim 1 small-sized harbour automatically adapting to tidal level, is characterized in that: comprise the buffering buoyancy aid be connected with lifting floating platform by ship mechanism, and be arranged on that buffering buoyancy aid meets shipboard lean on the deck of boat.
7. the small-sized harbour automatically adapting to tidal level as claimed in claim 6, it is characterized in that: described buffering buoyancy aid arranges stake holes, arranges pulley along stake holes sidewall, buoyancy aid stake is arranged in stake holes, be fixed on seabed bottom buoyancy aid stake, buoyancy aid stake sidewall contacts with pulley wheel body excircle.
8. the small-sized harbour of automatic adaptation tidal level as claimed in claims 6 or 7, is characterized in that: describedly meet shipboard by the deck of boat and be provided with rubber fender; Described buffering buoyancy aid installs mooring dolphin.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510897686.3A CN105544457B (en) | 2015-12-07 | 2015-12-07 | Small wharf capable of automatically adapting to tide level |
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| CN201510897686.3A CN105544457B (en) | 2015-12-07 | 2015-12-07 | Small wharf capable of automatically adapting to tide level |
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| CN105544457B CN105544457B (en) | 2017-05-24 |
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| CN106477001A (en) * | 2016-11-02 | 2017-03-08 | 浙江海洋大学 | A kind of fishery indirect labor chinampa |
| CN106585884A (en) * | 2016-11-02 | 2017-04-26 | 浙江海洋大学 | Marine engineering auxiliary ship |
| CN109559561A (en) * | 2018-12-13 | 2019-04-02 | 大连海事大学 | Vessel traffic flow induction information shows equipment and Traffic flow guidance method |
| CN111074840A (en) * | 2019-12-25 | 2020-04-28 | 中交第三航务工程勘察设计院有限公司 | Assembled beamless thick-plate high-pile wharf structure and construction method thereof |
| CN111236143A (en) * | 2020-01-14 | 2020-06-05 | 自然资源部第一海洋研究所 | Lifting wharf |
| CN111485532A (en) * | 2020-03-19 | 2020-08-04 | 唐山曹妃甸实华原油码头有限公司 | Multipurpose wharf capable of automatically adapting to tide level change |
| CN111535244A (en) * | 2020-05-08 | 2020-08-14 | 自然资源部第一海洋研究所 | Lifting wharf |
| CN113062262A (en) * | 2021-04-13 | 2021-07-02 | 自然资源部第一海洋研究所 | Lifting wharf capable of automatically adapting to tide level |
| CN113602424A (en) * | 2021-08-16 | 2021-11-05 | 太平洋海洋工程（舟山）有限公司 | Mooring device suitable for engineering barge |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106477001A (en) * | 2016-11-02 | 2017-03-08 | 浙江海洋大学 | A kind of fishery indirect labor chinampa |
| CN106585884A (en) * | 2016-11-02 | 2017-04-26 | 浙江海洋大学 | Marine engineering auxiliary ship |
| CN106477001B (en) * | 2016-11-02 | 2018-04-06 | 浙江海洋大学 | A kind of fishery indirect labor chinampa |
| CN109559561A (en) * | 2018-12-13 | 2019-04-02 | 大连海事大学 | Vessel traffic flow induction information shows equipment and Traffic flow guidance method |
| CN111074840A (en) * | 2019-12-25 | 2020-04-28 | 中交第三航务工程勘察设计院有限公司 | Assembled beamless thick-plate high-pile wharf structure and construction method thereof |
| CN111236143A (en) * | 2020-01-14 | 2020-06-05 | 自然资源部第一海洋研究所 | Lifting wharf |
| CN111485532A (en) * | 2020-03-19 | 2020-08-04 | 唐山曹妃甸实华原油码头有限公司 | Multipurpose wharf capable of automatically adapting to tide level change |
| CN111535244A (en) * | 2020-05-08 | 2020-08-14 | 自然资源部第一海洋研究所 | Lifting wharf |
| CN111535244B (en) * | 2020-05-08 | 2021-06-15 | 自然资源部第一海洋研究所 | Lifting wharf |
| CN113062262A (en) * | 2021-04-13 | 2021-07-02 | 自然资源部第一海洋研究所 | Lifting wharf capable of automatically adapting to tide level |
| CN113062262B (en) * | 2021-04-13 | 2022-03-25 | 自然资源部第一海洋研究所 | Lifting wharf capable of automatically adapting to tide level |
| CN113602424A (en) * | 2021-08-16 | 2021-11-05 | 太平洋海洋工程（舟山）有限公司 | Mooring device suitable for engineering barge |
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