CN108203963A - A kind of novel inclined formula passenger wharf - Google Patents
A kind of novel inclined formula passenger wharf Download PDFInfo
- Publication number
- CN108203963A CN108203963A CN201711214490.5A CN201711214490A CN108203963A CN 108203963 A CN108203963 A CN 108203963A CN 201711214490 A CN201711214490 A CN 201711214490A CN 108203963 A CN108203963 A CN 108203963A
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- China
- Prior art keywords
- novel inclined
- inclined formula
- ramp
- passenger wharf
- formula passenger
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 23
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 13
- 238000010276 construction Methods 0.000 abstract description 14
- 230000000694 effects Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000009736 wetting Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 230000002335 preservative effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
Classifications
-
- 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
- E02B3/068—Landing stages for vessels
-
- 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
- E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
- E02B3/24—Mooring posts
-
- 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
- E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
- E02B3/26—Fenders
-
- 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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Ocean & Marine Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The invention belongs to water conservancies and harbour construction engineering field, more particularly to a kind of novel inclined formula passenger wharf, the novel inclined formula passenger wharf includes bottom platform, ramp and top platform, the ramp is obliquely installed, and the bottom platform and top platform are respectively arranged on the bottom end and top of the ramp.The present invention provides a kind of novel inclined formula passenger wharf for having the characteristics that simple in structure, construction speed is fast, at low cost, adaptable on SEA LEVEL VARIATION, small on navigation influence.
Description
Technical field
The invention belongs to water conservancy and harbour construction engineering field, more particularly to a kind of novel inclined formula passenger wharf.
Background technology
Sloping quay uses the structures such as pontoon bridge, pile gripper, adaptable to SEA LEVEL VARIATION, suitable for large water-head river port
And storage port.But some river widths are smaller, such as use conventional sloping quay structure construction passenger wharf, not only landing stage
Need to be with the frequent shifting berth of SEA LEVEL VARIATION, operation trouble, and its pontoon bridge part can occupy larger river width, influence navigation channel and lead to
Boat.Landing stage, anchor chain, strut and pontoon bridge are in use movable, lay big with maintenance difficulties, while can also influence week
The River Landscape enclosed.
Therefore, based on these problems, provide it is a kind of have simple in structure, construction speed is fast, it is at low cost, SEA LEVEL VARIATION is fitted
Ying Xingqiang, on navigation influence it is small the features such as novel inclined formula passenger wharf have important practical significance.
Invention content
The present invention provides one kind with simple in structure, construction speed to solve technical problem present in known technology
Soon, novel inclined formula passenger wharf at low cost, adaptable on SEA LEVEL VARIATION, that the features such as small is influenced on navigation.
The present invention is adopted the technical scheme that solve technical problem present in known technology：
A kind of novel inclined formula passenger wharf, the novel inclined formula passenger wharf include bottom platform, ramp and top
Portion's platform, the ramp are obliquely installed, and the bottom platform and top platform are respectively arranged on the bottom end and top of the ramp
End.
The present invention can also use following technical scheme：
In above-mentioned novel inclined formula passenger wharf, further, the bottom platform, ramp and top platform
Superstructure is concrete structure, and the height of the bottom platform can meet ship stop, the top horizontal in low water level
The height of platform can meet ship stop in high water level.
In above-mentioned novel inclined formula passenger wharf, further, the ramp upper surface is People's Bank of China's step, described
Wheelchair access on the inside of People's Bank of China's step is set, anti-slip tank is set on the People's Bank of China's step and wheelchair access.
In above-mentioned novel inclined formula passenger wharf, further, the novel inclined formula passenger wharf further includes rubber
Glue fender, the rubber fender are set in the superstructure of the novel inclined formula passenger wharf.
In above-mentioned novel inclined formula passenger wharf, further, the rubber fender is elongate configuration, and long side is vertical
Downwards, it is uniformly placed along wharf apron line.
In above-mentioned novel inclined formula passenger wharf, further, the novel inclined formula passenger wharf further includes shield
Column, the guardrail are set on the both sides of the ramp, and inside is common guardrail, and outside is detachable guard-rail.
In above-mentioned novel inclined formula passenger wharf, further, the novel inclined formula passenger wharf, which further includes, is
Ship column, the bollard are set on the forward position of the novel inclined formula passenger wharf.
In above-mentioned novel inclined formula passenger wharf, further, there are retaining ring, phase in the anticreep component of the bollard
Iron chains is connected between adjacent two retaining rings, forms detachable guard-rail.
The invention has the advantages and positive effects that：
1st, the present invention does not use traditional pontoon bridge, pile gripper etc., simple in structure, adaptable to SEA LEVEL VARIATION, builds
Speed is fast, and construction cost and later stage operation maintenance cost are also significantly less than traditional type sloping quay.Further, it is of the invention
Structure arranges that occupancy river width is small for slender type along riverbank, minimum on Navigation in Navigable influence, meanwhile, dock structure is flexible, can
It is adjusted according to landscape and cost needs.When harbour is not runed, people's row sightseeing platform can be used as, it is good with Look Integration effect,
Strong applicability, larger suitable for water-head, river is relatively narrow, and the passenger wharf construction project to opening the navigation or air flight and landscape requires.
2nd, the present invention in order to ensure ship in high water level, can berthing on harbour, ramp upper end setting at the top of
Platform, top platform can build some temporary buildings, facilitate harbour operation management, and bottom platform responds to and cooperate with each other across a great distance with top platform,
Structure is beautiful, at the same facilitate passenger in low water level on go ashore, since harbour ramp is often subject to alternation of wetting and drying effect, pass through
Anti-slip tank is set in People's Bank of China's step and wheelchair access, increases anti-skidding value.
3rd, present invention setting bollard makes ship mooring convenient, is stopped convenient for ship, mooring rod structure is according to dock vessels
Size determines that bollard can be in the case where meeting structure stress requirement condition, according to landscape requirement and use environment after structural checking computation
Selection.
4th, it is of the invention since ship needs berthing in the side of ramp, if using traditional method for arranging, in harbour
The horizontally disposed rubber fender in forward position, then when ship is stopped at ramp, will necessarily some hull can not berthing to rubber
At fender, danger is brought.In order to solve this problem, rubber fender is made to disclosure satisfy that different water level ships stop needs, simultaneously
Save material as far as possible, the novel inclined formula passenger wharf uses the rubber fender of elongate configuration, long side straight down, edge
Wharf apron line is uniformly placed.
5th, the present invention is equipped with guardrail, increases safety, reduces the overboard risk of passenger.
6th, it is of the invention since ship is related to the height of water level in the stop position of ramp, it on the one hand needs to ensure passenger
Safety, reduces overboard risk；On the other hand, it needs to reserve channel to passenger, go ashore in convenience.One as guardrail of bollard
Point, bollard and ramp horizontal space utilization rate are improved, also reduces departmental cost.
Description of the drawings
Technical scheme of the present invention is described in further detail below with reference to drawings and examples, but should
Know, these attached drawings are only designed for task of explanation, therefore not as the restriction of the scope of the invention.In addition, except non-specifically
It points out, these attached drawings are meant only to conceptually illustrate structure construction described herein, without to be drawn to scale.
Fig. 1 is the vertical view of ramp type passenger wharf of the present invention；
Fig. 2 is the elevation of ramp type passenger wharf of the present invention；
Fig. 3 is the cross-section diagram of ramp type passenger wharf of the present invention；
Fig. 4 is the vertical view of ramp type passenger wharf bollard of the present invention；
Fig. 5 is front view when ramp type passenger wharf bollard of the present invention does not install iron chains；
Fig. 6 is the front view that ramp type passenger wharf bollard installation iron chains of the present invention forms detachable guardrail；
Fig. 7 is the side view of ramp type passenger wharf rubber fender of the present invention；
Fig. 8 is the vertical view of ramp type passenger wharf rubber fender of the present invention.
In figure：
1st, bottom platform, 2, ramp, 3, top platform, 4, bollard, 5, rubber fender, 6, guardrail, 7, ship, 2-1,
People's Bank of China's step, 2-2, wheelchair access, 4-1, iron chains, 5-1, embedded nut.
Specific embodiment
Firstly, it is necessary to explanation, illustrates the novel inclined formula passenger traffic code of the present invention by by way of example below
Concrete structure, features and advantages etc. of head, however all descriptions are intended merely to what is illustrated, and should not be construed as pair
The present invention forms any restrictions.In addition, the arbitrary single technology for being described by or implying in embodiment each mentioned by this paper is special
Sign or shown or implicit arbitrary single technical characteristic in the drawings, still can (or it be equivalent in these technical characteristics
Object) between continue it is arbitrary combination or delete, so as to obtain may herein directly refer to the present invention it is more its
His embodiment.In addition, for the sake of simplifying drawing, same or like technical characteristic in the same figure may be only at one
It is indicated.
It will be understood that, when component ' attach ' to another component when it is said that, it can be directly connected to another component or
There may be intermediate member.On the contrary, during when it is said that by component " being directly connected to " to another component, then it represents that there is no middle parts
Part.
Fig. 1 gives the vertical view of ramp type passenger wharf of the present invention, and by the way that Fig. 2 shows ramp type of the present invention visitors
The elevation of harbour is transported, and the cross-section diagram of ramp type passenger wharf of the present invention is shown by Fig. 3, and show by Fig. 4
The vertical view of ramp type passenger wharf bollard of the present invention, and ramp type passenger wharf system of the present invention shown by Fig. 5
Ship column does not install front view during iron chains, and shows that ramp type passenger wharf bollard of the present invention installs iron chains by Fig. 6
The front view of detachable guardrail is formed, and the side view of ramp type passenger wharf rubber fender of the present invention is shown by Fig. 7
Figure, and show by Fig. 8 the vertical view of ramp type passenger wharf rubber fender of the present invention, below just with reference to Fig. 1 to Fig. 8
Illustrate the present invention.
In order to further understand the content, features and effects of the present invention, the following examples are hereby given, and coordinate attached drawing
Detailed description are as follows：
A kind of novel inclined formula passenger wharf, the novel inclined formula passenger wharf include bottom platform 1,2 and of ramp
Top platform 3, the ramp 2 are obliquely installed, and the bottom platform 1 and top platform 3 are respectively arranged on the bottom of the ramp 2
End and top.
The present invention does not use traditional pontoon bridge, pile gripper etc., simple in structure, adaptable to SEA LEVEL VARIATION, builds speed
Degree is fast, and construction cost and later stage operation maintenance cost are also significantly less than traditional type sloping quay.Further, knot of the invention
Structure arranges that occupancy river width is small for slender type along riverbank, minimum on Navigation in Navigable influence, meanwhile, dock structure is flexible, can root
It is adjusted according to landscape and cost needs.When harbour is not runed, people's row sightseeing platform can be used as, it is good with Look Integration effect, it fits
Strong with property, larger suitable for water-head, river is relatively narrow, and the passenger wharf construction project to opening the navigation or air flight and landscape requires.
It should be pointed out that the superstructure of the bottom platform 1, ramp 2 and top platform 3 is concrete knot
Structure, the height of the bottom platform 1 can meet ship 7 in low water level and stop, and the height of the top platform 3 can be in high water level
When meet ship 7 and stop.
It should be pointed out that 2 upper surface of ramp is People's Bank of China's step 2-1, setting wheel on the inside of the People's Bank of China's step 2-1
Anti-slip tank is set on chair channel 2-2, the People's Bank of China's step 2-1 and wheelchair access 2-2.
The present invention in order to ensure ship 7 in high water level, can berthing on harbour, 2 upper end of ramp setting at the top of
Platform 3, top platform 3 can build some temporary buildings, facilitate harbour operation management, and bottom platform 1 is exhaled with 3 distant phase of top platform
Should, structure is beautiful, while facilitate passenger in low water level on go ashore, since harbour ramp 2 is often subject to alternation of wetting and drying effect,
By setting anti-slip tank on People's Bank of China's step 2-1 and wheelchair access 2-2, increase anti-skidding value.
For further, it can also consider in the present invention, the novel inclined formula passenger wharf further includes rubber shield
The side of a ship 5, the rubber fender 5 are set in the superstructure of the novel inclined formula passenger wharf.
It should be pointed out that the rubber fender 5 is elongate configuration, long side straight down, is laid along wharf apron line
It puts.The rubber fender 5 is fixed by embedded nut 5-1.
The present invention is since ship 7 needs berthing in the side of ramp 2, if using traditional method for arranging, in harbour
The horizontally disposed rubber fender 5 in forward position, then when ship 7 is stopped at ramp 2, will necessarily some hull can not berthing to rubber
At glue fender 5, danger is brought.In order to solve this problem, rubber fender 5 is made to disclosure satisfy that different water level ships 7 stop needs,
Save material as far as possible simultaneously, the novel inclined formula passenger wharf uses the rubber fender 5 of elongate configuration, long side vertically to
Under, it is uniformly placed along wharf apron line.
For further, it can also consider in the present invention, the novel inclined formula passenger wharf further includes guardrail 6,
The guardrail 6 is set on the both sides of the ramp 2, and inside is common guardrail 6, and outside is detachable guard-rail 6.
The present invention is equipped with guardrail 6, increases safety, reduces the overboard risk of passenger.
For further, it can also consider in the present invention, the novel inclined formula passenger wharf further includes bollard
4, the bollard 4 is set on the forward position of the novel inclined formula passenger wharf.
Present invention setting bollard 4, makes 7 mooring of ship convenient, is stopped convenient for ship 7, and 4 structure of bollard is according to stop ship
7 size of oceangoing ship determines that bollard 4 according to landscape can require and use in the case where meeting structure stress requirement condition after structural checking computation
Environmental selection.
It should be pointed out that there is retaining ring in the anticreep component of the bollard 4, it is connected between the two neighboring retaining ring
Iron chains 4-1 forms detachable guard-rail 6.
On the one hand the present invention needs to ensure passenger since ship 7 is related to the height of water level in the stop position of ramp 2
Safety, reduces overboard risk；On the other hand, it needs to reserve channel to passenger, go ashore in convenience.Bollard 4 as guardrail 6 one
Part improves 2 horizontal space utilization rate of bollard 4 and ramp, also reduces departmental cost.
As an example, in the present embodiment, the river section in construction marina, design high-water and design lowest stage are needed
Difference for 15m, and be planned to three-level navigation channel, can open the navigation or air flight 1000 tonnes of inland navigation crafts 7.The city is in order to renovate city river ring
Border promotes two sides landscape, plans along River Construction marina.It is required that be consistent with two sides landscape belt style, it is not lofty, no
Influence navigation safety.
Novel inclined formula passenger wharf uses concrete structure.2 gradient of ramp is 1:4,2 upper and lower side of ramp is length
For 20 meters of top platforms 3 and bottom platform 1.Two platform height differences are 15m, disclosure satisfy that the item that berths of the ground water level range
Part.It needs to carry out preservative treatment, and anti-skidding processing is done to People's Bank of China's step 2-1 to entire pier body structure simultaneously.
The bollard 4 of constant spacing 2m in wharf apron, while have retaining ring in the anticreep component of bollard 4, it is two neighboring
Iron chains 4-1 is connected between retaining ring, forms detachable guard-rail 6.Finally according to 2 height of different location ramp along wharf apron line
It is uniformly arranged rubber fender 5, spacing 4m.
The specific operation process of the implementation case：
When water level is low water level, the berth at open bottom platform 1 is stopped for pleasure-boat.After ship 7 comes to a complete stop, according to
7 heaving pile of ship is fixed on multiple bollards 4 by demand, is worked at the same time personnel iron chains 4-1 at the place of going ashore by and is removed, facilitates trip
It goes ashore on visitor.Tourist 7 stop position of arrived ship or can go ashore arrival on the bank by the People's Bank of China's step 2-1 of ramp 2.
When water level is high water level, the berth at open top platform 3, ship 7 can berth at this.Staff should remove
Iron chains 4-1 at this, as the channel gone ashore on tourist.
When water level is the water level in this section, the berth at open ramp 2, staff need to guide ship 7 to stop
Lean against the position that ramp 2 exposes the surface, and be allowed to fore be located at 2 mutually level position of ramp, while by iron at this
Chain 4-1 is removed, and tourist is guided to go ashore from the pedal that fore passes through customization.
In conclusion the present invention can provide one kind have it is simple in structure, construction speed is fast, it is at low cost, SEA LEVEL VARIATION is fitted
Ying Xingqiang, the novel inclined formula passenger wharf that the features such as small is influenced on navigation.
The present invention is described in detail in above example, but the content is only presently preferred embodiments of the present invention, no
The practical range of the present invention can be construed as limiting.Any changes and modifications in accordance with the scope of the present application,
It should still belong within the patent covering scope of the present invention.
Claims (8)
1. a kind of novel inclined formula passenger wharf, it is characterised in that：The novel inclined formula passenger wharf include bottom platform, tiltedly
Ramp and top platform, the ramp are obliquely installed, and the bottom platform and top platform are respectively arranged on the ramp
Bottom end and top.
2. novel inclined formula passenger wharf according to claim 1, it is characterised in that：The bottom platform, ramp and
The superstructure of top platform is concrete structure, and the height of the bottom platform can meet ship stop in low water level,
The height of the top platform can meet ship stop in high water level.
3. novel inclined formula passenger wharf according to claim 2, it is characterised in that：The ramp upper surface, which is behaved, goes
Step, the People's Bank of China's step inside set wheelchair access, anti-slip tank are set on the People's Bank of China's step and wheelchair access.
4. novel inclined formula passenger wharf according to claim 1, it is characterised in that：The novel inclined formula passenger wharf
Rubber fender is further included, the rubber fender is set in the superstructure of the novel inclined formula passenger wharf.
5. novel inclined formula passenger wharf according to claim 4, it is characterised in that：The rubber fender is strip knot
Structure, long side straight down, are uniformly placed along wharf apron line.
6. novel inclined formula passenger wharf according to claim 1, it is characterised in that：The novel inclined formula passenger wharf
Guardrail is further included, the guardrail is set on the both sides of the ramp, and inside is common guardrail, and outside is detachable guard-rail.
7. novel inclined formula passenger wharf according to claim 1, it is characterised in that：The novel inclined formula passenger wharf
Bollard is further included, the bollard is set on the forward position of the novel inclined formula passenger wharf.
8. novel inclined formula passenger wharf according to claim 7, it is characterised in that：In the anticreep component of the bollard
There is retaining ring, iron chains is connected between the two neighboring retaining ring, form detachable guard-rail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711214490.5A CN108203963A (en) | 2017-11-28 | 2017-11-28 | A kind of novel inclined formula passenger wharf |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711214490.5A CN108203963A (en) | 2017-11-28 | 2017-11-28 | A kind of novel inclined formula passenger wharf |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108203963A true CN108203963A (en) | 2018-06-26 |
Family
ID=62604567
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711214490.5A Pending CN108203963A (en) | 2017-11-28 | 2017-11-28 | A kind of novel inclined formula passenger wharf |
Country Status (1)
| Country | Link |
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| CN (1) | CN108203963A (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205804275U (en) * | 2016-06-03 | 2016-12-14 | 中交第二航务工程勘察设计院有限公司 | Slope, comb inland river passenger wharf |
-
2017
- 2017-11-28 CN CN201711214490.5A patent/CN108203963A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205804275U (en) * | 2016-06-03 | 2016-12-14 | 中交第二航务工程勘察设计院有限公司 | Slope, comb inland river passenger wharf |
Non-Patent Citations (2)
| Title |
|---|
| 黄超: "大水位差地区码头结构型式的探讨", 《水运工程》, no. 11, pages 21 - 25 * |
| 黄超: "大水位差地区码头结构型式的探讨", 水运工程, no. 11 * |
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