CN201704617U - Semi-submersible type yacht wharf - Google Patents
Semi-submersible type yacht wharf Download PDFInfo
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- CN201704617U CN201704617U CN2010202106099U CN201020210609U CN201704617U CN 201704617 U CN201704617 U CN 201704617U CN 2010202106099 U CN2010202106099 U CN 2010202106099U CN 201020210609 U CN201020210609 U CN 201020210609U CN 201704617 U CN201704617 U CN 201704617U
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- wharf
- anchor chain
- harbour
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- buoyancy aid
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Abstract
The utility model discloses a semi-submersible type yacht wharf comprising a floating body and a wharf faceplate as well as an anchoring system and an upright, wherein the floating body is submersed under water so as to form a wharf bearing main body; the wharf faceplate is supported on a water surface by the floating body through the upright; one end of the anchoring system is sunken at the water bottom, and the other end is connected with the wharf faceplate. The anchoring system consists of a caisson, an elastic anchor chain and a common anchor chain, wherein the elastic anchor chain is connected in series in the common anchor chain, the caisson is sunken at the water bottom, one end of the common anchor chain is connected with the caisson, and the other end of the common anchor chain is connected with the wharf faceplate. In the utility model, the floating body is stream-lined so as to reduce the impact force of water flow on the wharf. The wharf eliminates a fixed pile and is positioned by the anchoring system. The wharf has simple structure, can be stably used, can not generate lifting bumping and swinging by a large margin and drift downstream along the fluctuation of the water surface and water flow impact.
Description
Technical field:
The utility model relates to a kind of yacht wharf, is specifically related to a kind of yacht wharf of semi-submersible type.
Background technology:
Yacht is the senior durable consumer goods of a kind of amusement on water, it integrates functions such as navigation, motion, amusement, body spare time, satisfy the needs that individual and family enjoy life, development along with domestic economy, the quantity of China's yacht also begins to get more and more, and the yacht wharf that berths as yacht also arises at the historic moment and constantly increase.
Yacht wharf often adopts floating dock.Floating dock mainly is made up of box buoyancy aid and panel that buoyancy is provided, and wherein some box buoyancy aids are interconnected to form the main body of harbour, and floats on waterbornely, and panel is laid and to be fixed on generated code women's head-ornaments on the buoyancy aid.
Above-mentioned box floating wharf in use, need in water, be provided with mostly several fixedly pile harbour is fixed, so not only strengthened the difficulty of installing and using of harbour greatly, improved harbour construction cost, be unfavorable for that the big environment of the height of water uses simultaneously again.
Because box floating wharf all is that integral body floats on the surface, so this class harbour is when the water surface has certain fluctuation, just can pitch and wave along with water level fluctuation, and then the pleasure-boat stopped of influence, this just greatly reduces the safety and the practicality of this class harbour; And harbour can produce very big collision and friction to the pile that is used for fixing when waving with water level fluctuation, accelerate the wearing and tearing and the rate of decay of harbour.
Moreover for the more rapid water surface of current, the impact that the harbour that floats on the surface always is subjected to current presents the situation of drift downstream of not stopping, and needing fixedly, pile provides very big tractive force.
More than the harbour of founding a capital under all explanation the environment that The turbulent river crashes its way through, wind-force is stronger be unable to do without fixedly pile, yacht wharf is like this, the harbour of freighter, passenger boat also is like this.If but the environment that the height of water is very big or tidal level constantly changes such as the waters surface such as reservoir, the Yangtze River Gorges are just not too suitable.Because use fixedly pile to prick in water deeply when satisfying high water level, go deep at the bottom of the lakebed river, the structure needs are very strong, and cost is very high; In case pile towers at the water surface on the highland again during low water stage.Influence again neither attractive in appearance is used.More inconvenient when being low water stage harbour by the lake, along the river, harbour just is in the offshore middle of a lake very far away, the river during high water level, has increased from stepping on the difficulty of harbour on the bank.Therefore, abandoning fixedly pile, to use mooring system instead be a good way.It has not only removed expensive fixedly pile, has improved service condition, and can be whole to the bank traction during high water level, has increased the mobility of harbour, also is convenient to move, dismantle.
But the harbour of keeping afloat only depends on fixing can not the solution of mooring system to cause the harbour problem of waving that pitches when being subjected to water impact or wind-force, wave.
Here it is why know perfectly well box floating wharf with mooring system than fixedly pile is good, still adopt the fixedly reason of pile.
Therefore, design a kind of can be in certain flow rate, large wind or wave effect environment, not relying on the fixing yacht wharf of spud pile post is the problem that this area urgently need solve.
The utility model content:
The utility model is in use unstable at existing yacht wharf, easily with the impact of current with water level fluctuation takes place to wave more greatly and problem such as drift, and provide a kind of novel semi-submersible type yacht wharf, this harbour is designed to buoyancy aid streamlined and pulls the plug, and solves it and changes the problem of jolting and waving and drifting about with the impact and the water surface of current easily.
In order to achieve the above object, the utility model adopts following technical scheme:
The semi-submersible type yacht wharf, this harbour comprises buoyancy aid and wharf slab, and described harbour also comprises mooring system and pillar, in the potential water of described buoyancy aid, forms the harbour load-bearing main body, and described buoyancy aid is supported on wharf slab on the water surface by pillar; Described mooring system one end is sunken to the bottom, and the other end connects wharf slab.
Described wharf slab comprises that the panel that spreads out bar and be laid on the bar that spreads out constitutes, and the wherein said bar that spreads out is connected with the other end of described pillar and mooring system.
Described buoyancy aid is provided with counterweight.
Described buoyancy aid is streamlined buoyancy aid, and described pillar is a streamline strut.
Be provided with the strong frame framework of metal in described face plate edge.
Described mooring system comprises caisson, elasticity anchor chain, common anchor chain, and the elasticity anchor chain is connected in the described common anchor chain, and described caisson is sunken to the bottom, and an end of common anchor chain is connected with described caisson, and the other end is connected with wharf slab.
The utlity model has following advantage according to what technique scheme obtained:
(1) adopts semi-submersible type, buoyancy aid is designed to streamlined and pulls the plug effectively solve the problem that buoyancy aid waves and drifted about by water impact than pitchpole with the water level fluctuation generation, make whole harbour in use highly stable;
(2) directly adopt mooring system to fix, abandon conventional fixedly pile, greatly reduce the installation difficulty and the cost of harbour, make harbour be convenient to dismounting simultaneously, shift and re-assembly again utilization;
(3) avoid harbour and the fixedly collision and the friction of pile, improved safety and life-span that harbour uses, reduced the maintenance cost of harbour simultaneously;
(4) simple in structure, cost is low, realizes having advantages of excellent stability, practicality easily.
Description of drawings:
Further specify the utility model below in conjunction with the drawings and specific embodiments.
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the structural representation of buoyancy aid in the utility model.
The specific embodiment:
For technological means, creation characteristic that the utility model is realized, reach purpose and effect is easy to understand, below in conjunction with concrete diagram, further set forth the utility model.
As everyone knows, be subjected to wind-force or dealing ship to influence easy generation fluctuation on the water surface and form wave, drive object on the water surface then jolting and wave by a relatively large margin taken place, can come constantly with the area of Water Plane as characteristic quantity, the more little influence of Area of Water Plan is more little.The underwater does not have wave then relatively steadily; Current impact impact greater than the convection current linear object to the big object of lifting surface area.
Based on above-mentioned principle, the utility model provides a kind of yacht wharf of semi-submersible type as shown in Figure 1, and this harbour structurally mainly is made up of buoyancy aid 100, mooring system 200, wharf slab 300 and pillar 400.
Wharf slab 300 comprises that the panel 320 that spreads out bar 310 and be laid on the bar 310 that spreads out constitutes, and the bar that wherein spreads out is connected with the other end of pillar 400 and mooring system 200.
As shown in Figure 2, take place significantly to jolt to wave with water level fluctuation for fear of harbour, the utility model is designed to streamlined buoyancy aid with buoyancy aid 100, and buoyancy aid 100 is to fix in the potential water and along water (flow) direction.Because the underwater does not have wave, buoyancy aid 100 just can not jolt with the fluctuation of the water surface and wave like this, and buoyancy will be provided very reposefully, forms the load-bearing main body of harbour.Because buoyancy aid 100 is fixing along water (flow) direction, when even if undersurface current are very anxious, can not form very big impact force to buoyancy aid 100 yet, add wharf slab 300 and carry out multi-faceted fixing by mooring system 200, buoyancy aid 100 still can potential very stably water in, reduced the harbour drift.
The utility model is provided with the strong frame framework 330 of metal at the edge of the panel 320 that forms wharf slab 300, and there is fender bar 340 outside, when avoiding the collision of ship and harbour, both sides is caused damage.
Buoyancy aid 100 is abandoned conventional fixedly pile aspect fixing, and adopt mooring system 200 to locate, wherein mooring system 200 is made up of caisson 210, common anchor chain 220, elasticity anchor chain 230, elasticity anchor chain 230 is connected in the common anchor chain 220, caisson 210 is sunken to the bottom, one end of common anchor chain 220 is connected with caisson 210, and the other end is connected with the bar 310 that spreads out in the wharf slab 300.
In order to prevent that harbour is drifted about with water (flow) direction by water impact, can arrange a plurality of mooring systems 200, and wharf slab 300 be fixed from required different directions, avoid it to drift about to any direction.This fixed form need not to settle fixedly pile, as long as mooring system 200 is placed according to certain orientation, very convenient and installation cost is very cheap also; Also directly avoid harbour and the fixedly collision and the friction of pile simultaneously, greatly improve the application life of harbour and reduced maintenance cost.
Because buoyancy aid 100 is in the potential water, so buoyancy aid 100 is formed the bearing frame that is higher than the water surface by the pillar 400 and the bar 310 that spreads out, panel 320 is supported on the water surface, form wharf slab 300 then.
Whole like this harbour is in half latent shape, does not have parts to float on the surface except that pillar 400, and when water surface current had fluctuation, wave passed in the middle of pillar 400, and harbour can not pitch and wave, and whole harbour is very steady.
More than show and described basic principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; that describes in the foregoing description and the manual just illustrates principle of the present utility model; under the prerequisite that does not break away from the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall in claimed the utility model scope.The claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (6)
1. semi-submersible type yacht wharf, this harbour comprises buoyancy aid and wharf slab, it is characterized in that, and described harbour also comprises mooring system and pillar, in the potential water of described buoyancy aid, forms the harbour load-bearing main body, and described buoyancy aid is supported on wharf slab on the water surface by pillar; Described mooring system one end is sunken to the bottom, and the other end connects wharf slab.
2. semi-submersible type yacht wharf as claimed in claim 1 is characterized in that, described wharf slab comprises that the panel that spreads out bar and be laid on the bar that spreads out constitutes, and the wherein said bar that spreads out is connected with the other end of described pillar and mooring system.
3. semi-submersible type yacht wharf as claimed in claim 1 or 2 is characterized in that described buoyancy aid is provided with counterweight.
4. semi-submersible type yacht wharf as claimed in claim 1 or 2 is characterized in that, described buoyancy aid is streamlined buoyancy aid, and described pillar is a streamline strut.
5. semi-submersible type yacht wharf as claimed in claim 1 or 2 is characterized in that, is provided with the strong frame framework of metal in described face plate edge.
6. semi-submersible type yacht wharf as claimed in claim 1 or 2, it is characterized in that, described mooring system comprises caisson, elasticity anchor chain, common anchor chain, the elasticity anchor chain is connected in the described common anchor chain, described caisson is sunken to the bottom, one end of common anchor chain is connected with described caisson, and the other end is connected with wharf slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202106099U CN201704617U (en) | 2010-05-28 | 2010-05-28 | Semi-submersible type yacht wharf |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202106099U CN201704617U (en) | 2010-05-28 | 2010-05-28 | Semi-submersible type yacht wharf |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201704617U true CN201704617U (en) | 2011-01-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202106099U Expired - Fee Related CN201704617U (en) | 2010-05-28 | 2010-05-28 | Semi-submersible type yacht wharf |
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|---|---|
| CN (1) | CN201704617U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104326064A (en) * | 2014-07-16 | 2015-02-04 | 罗煜 | Overwater wharf |
| CN104326061B (en) * | 2014-07-16 | 2016-07-06 | 罗煜 | A kind of wind and wave resistance structure of pontoon dock |
| CN105986561A (en) * | 2015-02-05 | 2016-10-05 | 福建省泉州海丝船舶评估咨询有限公司 | Chain belt type automatic lifting floating wharf |
| CN109112943A (en) * | 2018-09-30 | 2019-01-01 | 王能 | A kind of bridge that beam body self weight is variable |
| CN109208458A (en) * | 2018-09-30 | 2019-01-15 | 王能 | A kind of bridge to be increased weight using pulling force |
| CN110397060A (en) * | 2019-07-12 | 2019-11-01 | 河北工业大学 | A kind of biomimetic features antiscour pile foundation |
-
2010
- 2010-05-28 CN CN2010202106099U patent/CN201704617U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104326064A (en) * | 2014-07-16 | 2015-02-04 | 罗煜 | Overwater wharf |
| CN104326061B (en) * | 2014-07-16 | 2016-07-06 | 罗煜 | A kind of wind and wave resistance structure of pontoon dock |
| CN105986561A (en) * | 2015-02-05 | 2016-10-05 | 福建省泉州海丝船舶评估咨询有限公司 | Chain belt type automatic lifting floating wharf |
| CN109112943A (en) * | 2018-09-30 | 2019-01-01 | 王能 | A kind of bridge that beam body self weight is variable |
| CN109208458A (en) * | 2018-09-30 | 2019-01-15 | 王能 | A kind of bridge to be increased weight using pulling force |
| CN109208458B (en) * | 2018-09-30 | 2020-07-24 | 浙江西城工程设计有限公司 | Bridge weighted by tensile force |
| CN110397060A (en) * | 2019-07-12 | 2019-11-01 | 河北工业大学 | A kind of biomimetic features antiscour pile foundation |
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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: 20110112 Termination date: 20180528 |