CN207595210U - Floating dock and its float structure - Google Patents
Floating dock and its float structure Download PDFInfo
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- CN207595210U CN207595210U CN201721714028.7U CN201721714028U CN207595210U CN 207595210 U CN207595210 U CN 207595210U CN 201721714028 U CN201721714028 U CN 201721714028U CN 207595210 U CN207595210 U CN 207595210U
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- float
- buoyancy layer
- floating body
- lower floating
- buoyancy
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Abstract
The utility model is related to a kind of floating dock and its float structures, and including the first buoyancy layer, the second buoyancy layer, multiple supporters and deck, the first buoyancy layer is set on by multiple supporter parallel shelfs above the second buoyancy layer, and is arranged at intervals between multiple supporters；The both ends of supporter are connected respectively with the second buoyancy layer and deck, and by deck support above the first buoyancy layer, supporter is hollow tubular structure, and the buoyancy cavity of the first buoyancy layer and the second buoyancy layer is connected.The float structure by hollow tubular and spaced supporter by the first buoyancy layer and deck successively support on the second buoyancy layer in underwater, and supporter is connected with the buoyancy cavity of the first buoyancy layer and the second buoyancy layer, and then it can effectively weaken the flow for flowing through the float structure, so as to reduce influence of the stormy waves to float structure, by deck stabilization on the water surface.
Description
Technical field
It is floated the utility model is related to ocean engineering and technical field of transportation more particularly to a kind of float structure and including this
The floating dock of body structure.
Background technology
Existing most of harbours, which typically use, fills out the fixed building that the modes such as sea, pile foundation are built, and is built in this water
Object construction period is long, it is high that underwater geological conditions is required, and is easily damaged in earthquake as above-ground structures.And in water
Construction is carried out, is affected to water front and environment.The Activities of Ocean range being growing with the mankind, coastline seems
It is more and more nervous.The enhancing of environmental consciousness promotes government's filling out in the examination ＆ approval built in Hai Heshui more and more with caution in offshore.Cause
And, it is necessary to develop a kind of float structure, bottom out its influence and underwater work amount to water front, to alleviate mankind's work
Dynamic and environmental protection contradiction.
Current landing stage cannot resist larger stormy waves, and movenent performance is poor, need larger mooring force.Particularly
In the southeastern coast region for often having typhoon, typhoon often results in serious destruction to coasting barge boat form harbour.
Utility model content
Based on this, it is necessary to provide the floating dock and its float structure of a kind of wind and wave resistance, stable structure.
A kind of float structure, including the first buoyancy layer, the second buoyancy layer, multiple supporters and deck, first buoyancy
Layer is set on by multiple supporter parallel shelfs above the second buoyancy layer, and is spaced and is set between multiple supporters
It puts；The both ends of the supporter are connected respectively with the second buoyancy layer and the deck, by the deck support in described
Above first buoyancy layer, the supporter is hollow tubular structure, by the first buoyancy layer and the second buoyancy layer
Buoyancy cavity be connected.
The first buoyancy layer includes multiple intervals and the upper float being arranged in parallel in one of the embodiments, described
Upper float is in hollow tubular structure.
The second buoyancy layer includes multiple intervals and the lower floating body being arranged in parallel in one of the embodiments, described
Lower floating body is in hollow tubular structure, and is mutually perpendicular to the upper float.
The circular in cross-section or oblong of the upper float and the lower floating body in one of the embodiments, and institute
The size for stating upper float is less than the size of the lower floating body.
The supporter is located at the friendship that the upper float projects in the horizontal plane with lower floating body in one of the embodiments,
At remittance, and strut is connected between adjacent two supporters, the extending direction of the upper strut and the lower floating body
It is parallel.
The adjacent two lower floating bodies are connected with multiple lower supporting rods, multiple lower supports in one of the embodiments,
Bar be arranged at intervals and it is parallel with the extending direction of the upper float.
The top of the lower floating body is equipped with groove, length of the groove along the lower floating body in one of the embodiments,
Degree direction extends and is connected with the supporter positioned at the lower floating body both ends, forms a pipe and does.
Described float downward is equipped with multiple watertight seals in vivo in one of the embodiments, and multiple watertight seals are along institute
The extending direction for stating lower floating body is arranged at intervals, and the lower floating body is separated into several airtight chamber.
Correspondingly, the utility model additionally provides a kind of floating dock, including multiple positioning anchors and above-mentioned float structure；
Multiple positioning anchors are set to the opposite sides of the float structure by anchor chain arranged in a crossed manner respectively.
The float structure is multiple in one of the embodiments, passes through hinged structure between multiple float structures
Part is connected.
Floating dock and its float structure provided by the utility model, the float structure pass through hollow tubular and interval setting
Supporter by the first buoyancy layer and deck successively support on the second buoyancy layer in underwater, and supporter and first floating
The buoyancy cavity of power layer and the second buoyancy layer is connected, and then can effectively weaken the flow for flowing through the float structure, so as to reduce
Influence of the stormy waves to float structure, by deck stabilization on the water surface.
Description of the drawings
Fig. 1 is the overlooking the structure diagram of floating dock in an embodiment；
Fig. 2 is the side structure schematic view of the floating dock shown in Fig. 1；
Fig. 3 is the side structure schematic view of another angle of the floating dock shown in Fig. 1；
Fig. 4 is the internal structure schematic diagram of lower floating body in an embodiment；
Fig. 5 is the side structure schematic view of float structure in an embodiment；
Fig. 6 is the connection diagram of two float structures in an embodiment.
Specific embodiment
For the ease of understanding the utility model, the utility model is more fully retouched below with reference to relevant drawings
It states.The better embodiment of the utility model is given in attached drawing.But the utility model can come in many different forms
It realizes, however it is not limited to embodiments described herein.On the contrary, the purpose of providing these embodiments is that make new to this practicality
The more thorough and comprehensive that the disclosure of type understands.
It should be noted that when element is referred to as " being fixed on " another element, it can be directly on another element
Or there may also be elements placed in the middle.When an element is considered as " connection " another element, it can be directly connected to
To another element or it may be simultaneously present centering elements.Term as used herein " interior ", " outer ", "left", "right" and
For illustrative purposes only, it is unique embodiment to be not offered as similar statement.
Simultaneously refering to Fig. 1 and Fig. 2, a kind of floating dock of an embodiment, including float structure 10 and multiple positioning
Anchor 20.Multiple positioning anchors 20 are set to the opposite sides of float structure 10 by anchor chain 20a arranged in a crossed manner respectively.For example, position
Positioning anchor 20 in 10 left side of float structure is connected by anchor chain 20a with the right side of float structure 10, correspondingly, positioned at floating body knot
The positioning anchor 20 on 10 right side of structure is connected, and then can stablize float structure 10 by anchor chain 20a with the left side of float structure 10
On the water surface, meanwhile, it is set by the way of intersecting between anchor chain 20a, it can be to avoid anchor chain 20a to the outside of float structure 10
Extend and influence ship and stopped to float structure 10.
With reference to shown in Fig. 2 and Fig. 3, float structure 10 includes the first buoyancy layer, the second buoyancy layer, multiple supporters 13 and first
Plate 14.
First buoyancy layer is set on by multiple 13 parallel shelfs of supporter above the second buoyancy layer, and between multiple supporters 13
It is arranged at intervals.The both ends of supporter 13 are connected respectively with the second buoyancy layer and deck 14, by 14 support of deck in the first buoyancy
Layer top, supporter 13 are hollow tubular structure, and the buoyancy cavity of the first buoyancy layer and the second buoyancy layer is connected.It needs
Illustrate, in some embodiments, the channel for the buoyancy cavity for leading to the second buoyancy layer can also be set in supporter 13,
In order to safeguard.
In the embodiment, deck 14 is supported on the second buoyancy layer by supporter 13, and float structure 10 is being placed in water
In body, which is submerged in water body and provides support force for deck 14 by supporter 13, due to the first buoyancy layer
Supported body 13 is fixed on the top of the second buoyancy layer, the offer part buoyancy of adaptability.Meanwhile supporter 13 is hollow in itself
Tubular structure, can not only meet longitudinal support needs, can also mitigate the weight of entire float structure 10, improve load-bearing
Performance.13 spaced mode of supporter can run flow and pass through, so as to reduce impact of the stormy waves to float structure 10, really
What guarantor's float structure 10 can be stablized swims on the water surface.
First buoyancy layer includes multiple intervals and the upper float 11 being arranged in parallel, and upper float 11 is in hollow tubular structure.
It should be noted that at least part of upper float 11 is exposed to the water surface, that is to say, that when float structure 10 is placed in water body,
Upper float 11 is only partly in underwater, is not sink to water body at least partially, therefore, impacts float structure 10 in stormy waves
When, upper float 11 provides preferable buoyancy to the upper part of float structure 10 and supports, while by spaced mode, allows
Flow is passed through, and so as to reduce disturbance of the stormy waves to float structure 10, realizes preferable wind and wave resistance performance.
Second buoyancy layer includes multiple intervals and the lower floating body 12 being arranged in parallel, and lower floating body 12 is in hollow tubular structure,
And it is mutually perpendicular to upper float 11.By this vertically disposed mode, it can not only meet lower floating body 12 and prolong in length direction
Stormy waves is resisted with enough structural strengths when stretching, simultaneously as upper float 11 descends floating body 12 to compare appearance in lateral arrangement relatively
The stream that easily supplies water passes through, so as to which water body is avoided to cause larger impact to float structure 10 when flowing through float structure 10.
The circular in cross-section or oblong of upper float 11 and lower floating body 12, are conducive to flow and pass through, so as to reduce stormy waves
Impact dynamics, improve float structure 10 wind and wave resistance performance.In addition, the size of upper float 11 is less than the size of lower floating body 12,
So that the upper float 11 positioned at the water surface is smaller by the impact force of stormy waves, it is ensured that the stability of float structure.
Supporter 13 is located at the intersection that upper float 11 projects in the horizontal plane with lower floating body 12, and adjacent two supports
Strut 15 is connected between body 13, upper strut 15 is parallel with the extending direction of lower floating body 12.In the present embodiment, pass through
Upper strut 15 can not only strengthen the degree of structuration between supporter 13, improve the stability of structure, to ensure that supporter 13 can be with
By the support that upper float 11 and deck 14 are stablized on lower floating body 12.It should be noted that due to being interval between supporter 13
Setting, therefore, there is also the gaps that the stream that supplies water passes through between upper strut 15, reduce the impact dynamics of stormy waves；And upper strut 15 with
The frame structure formed between upper float 11, lower floating body 12 and supporting rod has the unrestrained wave absorbing function of preferable gear, so as to reduce
Float structure 10 is disturbed by stormy waves.
Two adjacent lower floating bodies 12 are connected with multiple lower supporting rod 12a, and multiple lower supporting rod 12a are arranged at intervals and and upper float
11 extending direction is parallel.In the present embodiment, lower supporting rod 12a not only realizes the stable company between multiple lower floating bodies 12
It connects, in addition, on the one hand the interval setting of lower supporting rod 12a can enhance the firmness of float structure 10, the lower floating body of another aspect
Space between multiple lower floating bodies 12 is divided into several small-sized grid-like structures by 12, has preferable wave absorbing function, so as to increase
The wind and wave resistance performance of strong float structure 10.
It should be noted that upper strut 15 and lower supporting rod 12a are made of using the smaller steel pipe of diameter, not only provide preferable
Bonding strength, it is while small by the impact dynamics of stormy waves.In addition, plate girder type structure may be used in deck 14, not only have preferable
Load-carrying properties, and avoid the preponderance of float structure 10 and load carrying behaviour is poor.
As shown in figure 3, multiple watertight seals 121, multiple prolonging along lower floating body 12 of watertight seal 121 are equipped in lower floating body 12
Direction interval setting is stretched, lower floating body 12 is separated into several airtight chamber 122.These airtight chamber 122 can not only provide
Preferable buoyancy performance avoids lower 12 local damage of floating body and whole loss of buoyance performance；Specifically, due to each airtight chamber
It is sealed between 122 by watertight seal 121, so even part airtight chamber 122 is damaged, lower floating body 12 can also have preferable
Buoyancy performance.Further, it is also possible to set ballast using these sealed chambers, ballast tank is formed to adjust the depth of drinking water
Upper float 11 is maintained be at the water surface, so as to by the support that deck 14 is stablized suitable highly so as to operation.In this embodiment party
In formula, can also in part airtight chamber 122 nonabsorbent materials such as filled and process, so that it is guaranteed that float structure 10 is in any feelings
There is enough buoyancy under condition and be unlikely to sink.
With reference to shown in Fig. 4 and Fig. 5, the top of lower floating body 12 is equipped with groove 16, length direction of the groove 16 along lower floating body 12
Extend and be connected with the supporter 13 positioned at lower 12 both ends of floating body, form a pipe and do.So as to by petroleum pipeline, fresh water pipe and cable
Pipelines or circuit is waited to be arranged in pipe lane.
With reference to shown in Fig. 6, in some embodiments, float structure 10 is multiple, is passed through between multiple float structures 10
Articulated element 17 is connected.It should be noted that articulated element 17 can be arranged on the deck 14 of two float structures 10, so as to
When floating between float structure 10 with wave, two float structures 10 being adapted to property at articulated element 17 rotates, so as to keep away
Exempt to be rigidly connected and be easily broken off.In addition, in the present embodiment, rope can also be passed through below deck 14 in float structure 10
Rope 18 connects a buffer structure 19, and buffer structure 19 can be the inflatable structure of rubber synthesis, can also be with good plasticity
Elastomer made of performance material.Buffer structure 19 is arranged between the lower floating body 12 of two float structures 10, can have compared with
Good buffering effect, so as to avoid two float structures 10 when being rotated around articulated element 17, sharp impacts between lower floating body 12 and
Damage float structure 10.
Each technical characteristic of embodiment described above can be combined arbitrarily, to make description succinct, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, it is all considered to be the range of this specification record.
Embodiment described above only expresses the several embodiments of the utility model, and description is more specific and detailed,
But therefore it can not be interpreted as the limitation to utility model patent range.It should be pointed out that the common skill for this field
For art personnel, without departing from the concept of the premise utility, various modifications and improvements can be made, these are belonged to
The scope of protection of the utility model.Therefore, the protection domain of the utility model patent should be determined by the appended claims.
Claims (10)
1. a kind of float structure, which is characterized in that described including the first buoyancy layer, the second buoyancy layer, multiple supporters and deck
First buoyancy layer is set on by multiple supporter parallel shelfs above the second buoyancy layer, and between multiple supporters
It is arranged at intervals；The both ends of the supporter are connected respectively with the second buoyancy layer and the deck, by the deck support
Above the first buoyancy layer, the supporter is hollow tubular structure, by the first buoyancy layer and described second
The buoyancy cavity of buoyancy layer is connected.
2. float structure according to claim 1, which is characterized in that the first buoyancy layer include it is multiple interval and it is parallel
The upper float of setting, the upper float are in hollow tubular structure.
3. float structure according to claim 2, which is characterized in that the second buoyancy layer include it is multiple interval and it is parallel
The lower floating body of setting, the lower floating body is in hollow tubular structure, and is mutually perpendicular to the upper float.
4. float structure according to claim 3, which is characterized in that the cross section of the upper float and the lower floating body is in
Round or oblong, and the size of the upper float is less than the size of the lower floating body.
5. float structure according to claim 3, which is characterized in that the supporter is located at the upper float and lower floating body
The intersection projected in the horizontal plane, and strut, the upper strut and institute are connected between adjacent two supporters
The extending direction for stating lower floating body is parallel.
6. float structure according to claim 3, which is characterized in that two adjacent lower floating bodies be connected with it is multiple under
Strut, multiple lower supporting rods are arranged at intervals and parallel with the extending direction of the upper float.
7. float structure according to claim 3, which is characterized in that the top of the lower floating body is equipped with groove, described recessed
The length direction of slot along the lower floating body extends and is connected with the supporter positioned at the lower floating body both ends, forms a pipe and does.
8. float structure according to claim 3, which is characterized in that described float downward is equipped with multiple watertight seals in vivo, more
A watertight seal is arranged at intervals along the extending direction of the lower floating body, and the lower floating body is separated into several closed chambers
Room.
9. a kind of floating dock, which is characterized in that including multiple positioning anchors and as claim 1-8 any one of them is floated
Body structure；Multiple positioning anchors are set to the opposite sides of the float structure by anchor chain arranged in a crossed manner respectively.
10. floating dock according to claim 9, which is characterized in that the float structure is multiple, multiple floating bodies
It is connected between structure by articulated element.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721714028.7U CN207595210U (en) | 2017-12-11 | 2017-12-11 | Floating dock and its float structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721714028.7U CN207595210U (en) | 2017-12-11 | 2017-12-11 | Floating dock and its float structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207595210U true CN207595210U (en) | 2018-07-10 |
Family
ID=62763984
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721714028.7U Active CN207595210U (en) | 2017-12-11 | 2017-12-11 | Floating dock and its float structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207595210U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107972827A (en) * | 2017-12-11 | 2018-05-01 | 深圳市海斯比浮岛科技开发有限公司 | Floating dock and its float structure |
| CN108974965A (en) * | 2018-08-17 | 2018-12-11 | 平潭县建金电子科技有限公司 | A kind of multilayer floating wharf with oil in reserve Electricity Functional |
-
2017
- 2017-12-11 CN CN201721714028.7U patent/CN207595210U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107972827A (en) * | 2017-12-11 | 2018-05-01 | 深圳市海斯比浮岛科技开发有限公司 | Floating dock and its float structure |
| CN107972827B (en) * | 2017-12-11 | 2024-06-28 | 深圳市海斯比浮岛科技开发有限公司 | Floating dock and floating structure thereof |
| CN108974965A (en) * | 2018-08-17 | 2018-12-11 | 平潭县建金电子科技有限公司 | A kind of multilayer floating wharf with oil in reserve Electricity Functional |
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