CN209535406U - Combined drawing anchor adjustable seaplane safely berthing floating wharf - Google Patents
Combined drawing anchor adjustable seaplane safely berthing floating wharf Download PDFInfo
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- CN209535406U CN209535406U CN201920005490.2U CN201920005490U CN209535406U CN 209535406 U CN209535406 U CN 209535406U CN 201920005490 U CN201920005490 U CN 201920005490U CN 209535406 U CN209535406 U CN 209535406U
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- buoyancy tank
- harbour
- platform
- harbour buoyancy
- anchor
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Abstract
Combined drawing anchor adjustable seaplane safely berthing floating wharf, including go out platform (1), harbour buoyancy tank channel (2), vacant area's junction steel plate (5) and anchor chain (7) before harbour buoyancy tank；By platform (1) and harbour buoyancy tank channel (2) connect into composite structure out before multiple harbour buoyancy tanks, wherein, go out to connect vacant area's junction steel plate (5) between platform (1) and harbour buoyancy tank channel (2) before harbour buoyancy tank, oliquely downward connects anchor chain (7) by going out platform (1), harbour buoyancy tank channel (2) or vacant area's junction steel plate (5) before harbour buoyancy tank.Using harbour floating box structure combination, pass through the setting of vacant area's junction steel plate, it can satisfy the berthing of seaplane different type of machines and maintenance requirement, adapt to reservoir and the big drop variation of lake seasonality water level, low water level Lower chains are avoided to conflict with the collision of floating box structure, flexibility is high, is adjusted, and adapts to the special water level in reservoir area or lake and draws anchor demand.
Description
Technical field
The utility model relates to the structure improved technologies for the pier facilities that seaplane berthing and maintenance use, especially group
Mould assembly draws anchor adjustable seaplane safely berthing floating wharf.
Background technique
Seaplane is the new industry situation travelling products that world in recent years various countries rapidly develop, with its stimulation, unique body
Proved recipe formula is just progressing into high-end tourist consumer as waters tourist activity project more more expensive than yacht and more high-end
The visual field.Seaplane this novel mode of tourism of going sightseeing is abundant tourism pattern, further promotes the strong of travel industry development
Strong boost motor.
There is a very high requirement in seaplane berthing region to wave condition, and usual addressing is reservoir or lake region, and
This region seasonality SEA LEVEL VARIATION difference is larger, limits the location facilities selection of buoyancy tank, can not use positioning pilework.
Meanwhile with SEA LEVEL VARIATION in anchor chain use process, in certain special low water levels, the feelings collided with floating box structure can occur for anchor chain
Condition.
Currently, the traditional way of seaplane berthing and the floating wharf that uses of maintenance is in side near water using positioning pilework
Positioned, such way there are the shortcomings that include: that dock structure is fixed, flexibility fitness is poor.In addition, (2) are inadaptable
Height of water large area.
Utility model content
The purpose of the utility model is to provide combined drawing anchor adjustable seaplane safely berthing floating wharfs, solve anchor
Chain under low water level with floating box structure collision problem.
The purpose of this utility model will be realized by following technical measures: floating including going out platform, harbour before harbour buoyancy tank
Case channel, vacant area's junction steel plate and anchor chain；Combination knot is connected by going out platform and harbour buoyancy tank channel before multiple harbour buoyancy tanks
Structure, wherein go out to connect vacant area's junction steel plate between platform and harbour buoyancy tank channel before harbour buoyancy tank, it is flat by going out before harbour buoyancy tank
Platform, harbour buoyancy tank channel or vacant area's junction steel plate oliquely downward connect anchor chain.
Especially, platform is gone out at least before a harbour buoyancy tank and land-based area water balcony is connected by aluminium alloy access bridge, closed in aluminium
Wirerope is connected between golden access bridge and land-based area water balcony edge.
Especially, anchor chain bottom end connects admiral anchor.
Especially, vacant area's junction steel plate is connected between adjacent two harbours buoyancy tank channel.
Especially, go out between platform before adjacent two harbours buoyancy tank and be directly connected to.
Especially, go out platform before harbour buoyancy tank and harbour buoyancy tank combination of channels structure extending direction both ends install one respectively
Go out platform before portion's harbour buoyancy tank, reconnects an at least code respectively to land-based area direction moreover, going out platform before two harbour buoyancy tanks
Go out platform before head buoyancy tank.
Especially, an at least code for platform and harbour buoyancy tank combination of channels structure extending direction middle section is gone out before harbour buoyancy tank
Go out platform before head buoyancy tank, onshore direction goes out platform before reconnecting an at least harbour buoyancy tank respectively.
Especially, it is floating to land-based area direction reconnection harbour that platform and harbour buoyancy tank combination of channels structure are gone out before harbour buoyancy tank
The offshore end and remote bank end for going out the dual side-edge edge of structure before the onshore that platform is formed out before case are separately connected one group of anchor chain, and this two groups
Anchor chain inclination is arranged in a crossed manner, wherein goes out platform and harbour buoyancy tank channel before anchor chain and harbour buoyancy tank that offshore end pulls out outward
Composite structure bank extending direction angle goes out platform before being greater than the anchor chain and harbour buoyancy tank that remote bank end inwardly pulls out and harbour is floating
Case combination of channels structure bank extending direction angle.Specifically, going out platform and harbour buoyancy tank combination of channels before being located at harbour buoyancy tank
The inside edge of composite structure is arranged in two groups of anchor chains at structure bank extending direction both ends, moreover, offshore end pulls out outward
Anchor chain and harbour buoyancy tank before to go out platform and harbour buoyancy tank combination of channels structure bank extending direction angle be 20 °, remote bank end to
Go out platform before the anchor chain and harbour buoyancy tank that inside pull out and harbour buoyancy tank combination of channels structure bank extending direction angle is 25 °；
Go out platform two sides before going out the harbour buoyancy tank that onshore extends in the middle part of platform and harbour buoyancy tank combination of channels structure before harbour buoyancy tank
Two groups of anchor chains are symmetrical arranged, go out platform and harbour buoyancy tank combination of channels knot before anchor chain and harbour buoyancy tank that offshore end pulls out outward
Structure bank extending direction angle is 22 °, and platform is gone out before the anchor chain that remote bank end inwardly pulls out and harbour buoyancy tank and harbour buoyancy tank is logical
Road composite structure bank extending direction angle is 30 °.
The advantages of the utility model and effect: reservoir and the big drop variation of lake seasonality water level are adapted to, low water is avoided
Position Lower chains conflict with the collision of floating box structure, and flexibility is high, are adjusted, and adapt to the special water level in reservoir area or lake and draw anchor demand.
Detailed description of the invention
Fig. 1 is 1 overlooking structure diagram of the utility model embodiment.
Fig. 2 is 1 schematic view of the front view of the utility model embodiment.
Appended drawing reference includes:
Go out platform, 2- harbour buoyancy tank channel, 3- aluminium alloy access bridge, 4- admiral anchor, the vacant area's connection of 5- before 1- harbour buoyancy tank
Steel plate, 6- wirerope, 7- anchor chain；Design high-water A, design lowest stage B, design mud face bottom absolute altitude C, land-based area water balcony D.
Specific embodiment
The utility model principle is, using harbour floating box structure combination, by the setting of vacant area's junction steel plate,
It can satisfy the berthing of seaplane different type of machines and maintenance requirement.
The utility model includes: to go out platform 1, harbour buoyancy tank channel 2, vacant area's junction steel plate 5 and anchor chain before harbour buoyancy tank
7。
The utility model is described in further detail with reference to the accompanying drawings and examples.
Embodiment 1: as shown in Fig. 1, by platform 1 and harbour buoyancy tank channel 2 connect into combination out before multiple harbour buoyancy tanks
Structure, wherein go out to connect vacant area's junction steel plate 5 between platform 1 and harbour buoyancy tank channel 2 before harbour buoyancy tank, by harbour buoyancy tank
It is preceding that platform 1, harbour buoyancy tank channel 2 or vacant area's junction steel plate 5 oliquely downward connect anchor chain 7 out.
Go out platform 1 in aforementioned, before an at least harbour buoyancy tank and land-based area water balcony D is connected by aluminium alloy access bridge 3, in aluminium
Wirerope 6 is connected between alloy access bridge 3 and the edge land-based area water balcony D.
In aforementioned, 7 bottom end of anchor chain connects admiral anchor 4.
In aforementioned, vacant area's junction steel plate 5 is connected between adjacent two harbours buoyancy tank channel 2.
In aforementioned, go out between platform 1 before adjacent two harbours buoyancy tank and be directly connected to.
In aforementioned, go out platform 1 before harbour buoyancy tank and 2 composite structure extending direction both ends of harbour buoyancy tank channel are installed respectively
Go out platform 1 before one harbour buoyancy tank, reconnects at least one respectively to land-based area direction moreover, going out platform 1 before two harbour buoyancy tanks
Go out platform 1 before portion's harbour buoyancy tank.
In aforementioned, at least the one of 2 composite structure extending direction middle section of platform 1 and harbour buoyancy tank channel is gone out before harbour buoyancy tank
Go out platform 1 before portion's harbour buoyancy tank, onshore direction goes out platform 1 before reconnecting an at least harbour buoyancy tank respectively.
In aforementioned, go out platform 1 and 2 composite structure of harbour buoyancy tank channel before harbour buoyancy tank and reconnect harbour to land-based area direction
The offshore end and remote bank end for going out the dual side-edge edge of structure before the onshore that platform 1 is formed out before buoyancy tank are separately connected one group of anchor chain 7, this
Two groups of anchor chains 7 tilt arranged in a crossed manner, wherein go out platform 1 before anchor chain 7 and harbour buoyancy tank that offshore end pulls out outward and harbour is floating
2 composite structure bank extending direction angle of case channel goes out platform 1 before being greater than the anchor chain 7 and harbour buoyancy tank that remote bank end inwardly pulls out
With 2 composite structure bank extending direction angle of harbour buoyancy tank channel.Specifically, platform 1 and harbour are floating out before being located at harbour buoyancy tank
The inside edge of composite structure is arranged in two groups of anchor chains 7 at 2 composite structure bank extending direction both ends of case channel, moreover, offshore
Go out 2 composite structure bank extending direction angle of platform 1 and harbour buoyancy tank channel before holding the anchor chain 7 and harbour buoyancy tank that pull out outward
Be 20 °, the anchor chain 7 that remote bank end inwardly pulls out with go out platform 1 and 2 composite structure bank of harbour buoyancy tank channel before harbour buoyancy tank and prolong
Stretching angular separation is 25 °；Go out the code that onshore extends in the middle part of platform 1 and 2 composite structure of harbour buoyancy tank channel before harbour buoyancy tank
Go out 1 two sides of platform before head buoyancy tank and be symmetrical arranged two groups of anchor chains 7, goes out before anchor chain 7 and harbour buoyancy tank that offshore end pulls out outward flat
Platform 1 and 2 composite structure bank extending direction angle of harbour buoyancy tank channel are 22 °, the anchor chain 7 and harbour that remote bank end inwardly pulls out
Go out platform 1 before buoyancy tank and 2 composite structure bank extending direction angle of harbour buoyancy tank channel is 30 °.
In the utility model embodiment, land-based area water balcony D setting is on back-up land bank near water, by riding upon land-based area
The berthing floating wharf that aluminium alloy access bridge 3 outside water balcony D connects out can adapt to the special water level of reservoir or lake, have with
When function that harbour buoyancy tank is reconfigured, meet seaplane ship berthing and maintenance requirement.
The utility model embodiment is in the application:
1) go out platform 1 and harbour buoyancy tank channel 2 before harbour buoyancy tank being freely combined by vacant area's junction steel plate 5；Aluminium alloy draws
3 both ends of bridge are articulated structure.
2) go out on platform 1 before admiral anchor 4 being set to harbour buoyancy tank, when water level is lower, anchor chain 7 is connected by vacant area
Under steel plate 5, the obstruction in harbour buoyancy tank channel 2 is avoided.
3) go out platform 1 before harbour buoyancy tank having a size of long 5m, wide 3m, harbour buoyancy tank channel 2 is having a size of long 22.5m, wide 3m；It is empty
Area's junction steel plate 5 is set having a size of long 3m, wide 3m.
In the utility model embodiment, 3 both ends of aluminium alloy access bridge are articulated structure.By back-up land border on the river bank installation land
Domain water balcony D, land-based area water balcony D, which are extended forwardly through before aluminium alloy access bridge 3 connects harbour buoyancy tank, goes out platform 1, in land-based area
Go out between platform 1 to be also connected with wirerope 6 before water balcony D and harbour buoyancy tank, harbour floating box structure is composite structure, in multiple harbours
Go out vacant area's junction steel plate 5 is installed between platform 1 and the harbour floating box structure monomer in harbour buoyancy tank channel 2 before buoyancy tank, in harbour
Setting connection anchor chain 7,7 lower end of anchor chain connect admiral anchor 4 between floating box structure edge and the bottom；Land-based area water balcony D wide 6m, it is long
6.6m, aluminium alloy access bridge 3 is 12m long, wide 5m, and platform 1 is gone out before harbour buoyancy tank along aluminium alloy access bridge 3 and extends long 9m forward, meanwhile, code
Go out platform 1 and harbour buoyancy tank channel 2 before head buoyancy tank and staggeredly combine and border on the river bank direction extension 58.5mm along back-up land, anchor chain 7 is tiltedly
To arrangement, with 20 °, 22 ° or 25 ° of the extending direction angle.
In the utility model embodiment, 2 composite structure berthing floating wharf of platform 1 and harbour buoyancy tank channel is gone out before harbour buoyancy tank
It with SEA LEVEL VARIATION, floats between design high-water A, design lowest stage B, the length between anchor chain 7 to admiral anchor 4 adapts to design
The tension of high water level A to design mud face bottom absolute altitude C, while also adapting to the pine of design lowest stage B to design mud face bottom absolute altitude C
Relaxation state.It is crucial that same group of anchor chain 7 arranged in a crossed manner is kept in elastic variation to platform 1 and harbour are floating out before harbour buoyancy tank
The limit of 2 composite structure berthing floating wharf of case channel and positioning.
Claims (8)
1. combined drawing anchor adjustable seaplane safely berthing floating wharf, including platform (1), harbour are floating out before harbour buoyancy tank
Case channel (2), vacant area's junction steel plate (5) and anchor chain (7)；It is characterized in that, by going out platform (1) and code before multiple harbour buoyancy tanks
Head buoyancy tank channel (2) connects into composite structure, wherein goes out to connect between platform (1) and harbour buoyancy tank channel (2) before harbour buoyancy tank
Vacant area's junction steel plate (5), from harbour buoyancy tank before go out platform (1), harbour buoyancy tank channel (2) or vacant area's junction steel plate (5) to
Obliquely downward connects anchor chain (7).
2. combined drawing anchor adjustable seaplane safely berthing floating wharf as described in claim 1, which is characterized in that extremely
Go out platform (1) before a few harbour buoyancy tank by aluminium alloy access bridge (3) connection land-based area water balcony (D), in aluminium alloy access bridge (3)
Wirerope (6) are connected between the edge land-based area water balcony (D).
3. combined drawing anchor adjustable seaplane safely berthing floating wharf as described in claim 1, which is characterized in that anchor
Chain (7) bottom end connects admiral anchor (4).
4. combined drawing anchor adjustable seaplane safely berthing floating wharf as described in claim 1, which is characterized in that phase
Vacant area's junction steel plate (5) is connected between adjacent two harbour buoyancy tank channels (2).
5. combined drawing anchor adjustable seaplane safely berthing floating wharf as described in claim 1, which is characterized in that phase
Go out between platform (1) before adjacent two harbour buoyancy tanks and is directly connected to.
6. combined drawing anchor adjustable seaplane safely berthing floating wharf as described in claim 1, which is characterized in that edge
Go out platform (1) and harbour buoyancy tank channel (2) composite structure extending direction both ends before harbour buoyancy tank and one harbour buoyancy tank is installed respectively
It is preceding go out platform (1), moreover, going out platform (1) before two harbour buoyancy tanks, to land-based area direction to reconnect at least harbour respectively floating
Go out platform (1) before case.
7. combined drawing anchor adjustable seaplane safely berthing floating wharf as described in claim 1, which is characterized in that code
Go out before going out an at least harbour buoyancy tank in platform (1) and harbour buoyancy tank channel (2) composite structure extending direction middle section before head buoyancy tank
Platform (1), onshore direction go out platform (1) before reconnecting an at least harbour buoyancy tank respectively.
8. combined drawing anchor adjustable seaplane safely berthing floating wharf as described in claim 1, which is characterized in that edge
Go out before platform (1) and harbour buoyancy tank channel (2) composite structure reconnect harbour buoyancy tank to land-based area direction before harbour buoyancy tank and goes out platform
(1) the offshore end and remote bank end for going out the dual side-edge edge of structure before the onshore formed are separately connected one group of anchor chain (7), this two groups of anchor chains
(7) it tilts arranged in a crossed manner, wherein go out platform (1) and harbour buoyancy tank before anchor chain (7) and harbour buoyancy tank that offshore end pulls out outward
Channel (2) composite structure bank extending direction angle goes out to put down before being greater than the anchor chain (7) and harbour buoyancy tank that remote bank end inwardly pulls out
Platform (1) and harbour buoyancy tank channel (2) composite structure bank extending direction angle；Specifically, going out platform (1) before being located at harbour buoyancy tank
The inner side edge of composite structure is set with two groups of anchor chains (7) at harbour buoyancy tank channel (2) composite structure bank extending direction both ends
Edge, moreover, the anchor chain (7) that offshore end pulls out outward goes out platform (1) with before harbour buoyancy tank and knot is combined in harbour buoyancy tank channel (2)
Structure bank extending direction angle is 20 °, and platform (1) and harbour are gone out before the anchor chain (7) that remote bank end inwardly pulls out and harbour buoyancy tank
Buoyancy tank channel (2) composite structure bank extending direction angle is 25 °；Go out platform (1) before harbour buoyancy tank and harbour buoyancy tank is logical
Go out platform (1) two sides before the harbour buoyancy tank that onshore extends in the middle part of road (2) composite structure and is symmetrical arranged two groups of anchor chains (7), offshore end
Go out platform (1) and harbour buoyancy tank channel (2) composite structure bank extending direction before the anchor chain (7) and harbour buoyancy tank that pull out outward
Angle is 22 °, and the anchor chain (7) that remote bank end inwardly pulls out goes out platform (1) with before harbour buoyancy tank and harbour buoyancy tank channel (2) is combined
Structure bank extending direction angle is 30 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920005490.2U CN209535406U (en) | 2019-01-03 | 2019-01-03 | Combined drawing anchor adjustable seaplane safely berthing floating wharf |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920005490.2U CN209535406U (en) | 2019-01-03 | 2019-01-03 | Combined drawing anchor adjustable seaplane safely berthing floating wharf |
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| Publication Number | Publication Date |
|---|---|
| CN209535406U true CN209535406U (en) | 2019-10-25 |
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ID=68268382
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920005490.2U Active CN209535406U (en) | 2019-01-03 | 2019-01-03 | Combined drawing anchor adjustable seaplane safely berthing floating wharf |
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| CN (1) | CN209535406U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049070A (en) * | 2020-08-19 | 2020-12-08 | 中铁第五勘察设计院集团有限公司 | Floating dock |
-
2019
- 2019-01-03 CN CN201920005490.2U patent/CN209535406U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049070A (en) * | 2020-08-19 | 2020-12-08 | 中铁第五勘察设计院集团有限公司 | Floating dock |
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