CN205804275U - Slope, comb inland river passenger wharf - Google Patents
Slope, comb inland river passenger wharf Download PDFInfo
- Publication number
- CN205804275U CN205804275U CN201620539068.1U CN201620539068U CN205804275U CN 205804275 U CN205804275 U CN 205804275U CN 201620539068 U CN201620539068 U CN 201620539068U CN 205804275 U CN205804275 U CN 205804275U
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- Prior art keywords
- ramp
- platform
- main
- slope
- comb
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- Expired - Fee Related
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 22
- 239000004927 clay Substances 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 6
- 239000003643 water by type Substances 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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Abstract
This utility model relates to a kind of slope, comb inland river passenger wharf, including main ramp and secondary ramp, described main ramp side near water is provided with two or more secondary ramp, main ramp includes that main ramp platform and the spaced main ramp being arranged between main ramp platform are marked time, the bottom that main ramp is marked time is positioned at same elevation with the main ramp platform connected, described secondary ramp includes the secondary ramp bottom platform being positioned at bottom and the secondary ramp tip platform being positioned at top, it is provided with secondary ramp between secondary ramp bottom platform and secondary ramp tip platform to mark time, the elevation of the rear stage pair ramp bottom platform in described two adjacent secondary ramps is identical with the elevation of previous stage pair ramp tip platform.This utility model is owing to arranging secondary ramp in the passenger wharf of slope, comb inland river, in river, landform steep hills district, adaptability is higher, can reduce waters embankment or pile foundation engineering amount, reduce difficulty of construction, cost saving.
Description
Technical field
This utility model relates to slope passenger wharf, more particularly, it relates to a kind of slope, comb inland river passenger wharf.
Background technology
Slope, inland river passenger wharf, its alongside section ramp is generally divided into two kinds in " one " font, arrangement, Yi Zhongshi
Ramp axis direction is substantially vertical with water (flow) direction, landing stage by springboard be overlapped on ramp domatic on, and along with design water
Position change and move up and down along ramp axis；Another kind is that ramp axis direction is arranged along riverbank substantially, ramp
On multi-stage platform is set, landing stage is overlapped on platform by Long Span Steel Bridge, along with SEA LEVEL VARIATION, need to be hung by hoisting facilities
Play steel drawn bridge, be then overlapped on other platform.
The region, inland river narrower for waters, landform is precipitous and range of stage is bigger, when using, ramp axis is the most vertical
During the slope passenger wharf that straight water (flow) direction is arranged, it is more that ramp extends vertically into river water area, causes water areas project amount relatively big,
Add difficulty of construction and construction investment；It addition, when middle low water level alongside operation, boats and ships will take bigger water surface area,
Adaptability is poor.When the slope passenger wharf using ramp axis direction substantially to arrange along riverbank, owing to classification arranges flat
Platform, landing stage need to be overlapped with ramp platform by Long Span Steel Bridge, landing stage needs arrange bigger hoisting facilities, and this was both
Add construction investment, be unfavorable for again the alongside operation of reality.
Utility model content
The technical problems to be solved in the utility model is, it is provided that one adapts to various different water level, reduces waters work
Cheng Liang, can reduce again steel drawn bridge span and hoisting facilities scale, reduces slope, the comb inland river passenger wharf of construction investment.
This utility model solves its technical problem and be the technical scheme is that a kind of comb inland river slope passenger traffic of structure
Harbour, including main ramp and secondary ramp, described main ramp side near water is provided with two or more secondary ramp,
Main ramp includes that main ramp platform and the spaced main ramp being arranged between main ramp platform are marked time, main slope
The bottom marked time in road is positioned at same elevation with the main ramp platform connected, and described secondary ramp includes the secondary slope being positioned at bottom
Bottom, road platform and the secondary ramp tip platform being positioned at top, between secondary ramp bottom platform and secondary ramp tip platform
Being provided with secondary ramp to mark time, the elevation of the rear stage pair ramp bottom platform in described two adjacent secondary ramps is with front
The elevation of one-level pair ramp tip platform is identical, the secondary ramp tip platform of each rank and the main ramp platform connected
It is positioned at same elevation.
By such scheme, described main ramp is cast-in-place concrete structure.
By such scheme, described secondary ramp is cast-in-place concrete structure.
Implement slope, comb inland river of the present utility model passenger wharf, have the advantages that
1, slope, the conventional inland river passenger wharf owing to being arranged in " one " font by Transverse to the flow direction changes to main slope
Road and secondary ramp knockdown " comb " harbour, secondary ramp out reach is shorter, to river water when reducing ship berthing
Taking of territory, it is to avoid impact on navigation safety during alongside operation；
2, owing to slope, the conventional inland river passenger wharf that axis is arranged in " one " font along bank substantially is changed to main slope
Road and secondary ramp knockdown " comb " harbour, both adapted to various different SEA LEVEL VARIATION, reduced again steel drawn bridge span and wholesale
Hoisting facilities scale on ship；
3, shorter, in river, landform steep hills district due to ramp out reach secondary in the passenger wharf of slope, comb inland river
Middle adaptability is higher, can reduce waters embankment or pile foundation engineering amount, reduce difficulty of construction, cost saving；
4, it is provided with a plurality of extending type pair ramp due to passenger wharf main ramp side near water, slope, comb inland river, can expire
The alongside operation of boats and ships during foot different water level, actually used in flexible, practical.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail, in accompanying drawing:
Fig. 1 is the planar structure schematic diagram of slope, this utility model comb inland river passenger wharf；
Fig. 2 is slope, this utility model comb inland river passenger wharf cross section A-A schematic diagram；
Fig. 3 is slope, this utility model comb inland river passenger wharf section B-B schematic diagram.
Detailed description of the invention
In order to be more clearly understood from technical characteristic of the present utility model, purpose and effect, now comparison accompanying drawing is detailed
Detailed description of the invention of the present utility model is described.
As shown in Figure 1-Figure 3, slope, comb inland river of the present utility model passenger wharf includes main ramp 1 and secondary ramp
2。
Main ramp 1 is cast-in-place concrete structure, and side is provided with two or more secondary ramp, this enforcement near water
Example is provided with five secondary ramps.Main ramp 1 includes that main ramp platform 101 and main ramp mark time 102, main ramp
Mark time being arranged between main ramp platform 101 of 102 intervals, main ramp mark time 102 bottom and the main ramp connected
Platform 101 is positioned at same elevation.
Secondary ramp 2 is cast-in-place concrete structure.Secondary ramp 2 includes secondary ramp bottom platform 201 and secondary ramp
Tip platform 203.Secondary ramp bottom platform 201 is positioned at bottom, and secondary ramp tip platform 203 is positioned at top, secondary ramp
It is provided with secondary ramp between bottom platform 201 and secondary ramp tip platform 203 and marks time 202.Two adjacent secondary ramps
In, the elevation of the secondary ramp bottom platform 201-1 of the second level and the elevation phase of the secondary ramp tip platform 203 of the first order
With.
The secondary ramp tip platform 203 of each rank connects with the main ramp platform 101 of corresponding level, and is positioned at same
One elevation.Main ramp 1 axis smoothes out layout substantially along water (flow) direction 11, and arrange in main ramp 1 side near water is a plurality of overhanging
Formula pair ramp 2, forms " comb " shape, and when being available in different water level, springboard 8 is set up on landing stage 9, it is possible to be arranged to steel drawn bridge.
When low water level, boats and ships 10 alongside is on landing stage 9, and landing stage 9, by springboard 8, is overlapped on secondary ramp bottom platform
On 201, passenger passes through landing stage 9 and springboard 8, marks time on 202 arrival main ramps 1 through secondary ramp, marks time 102 through main ramp
Towards back-up land or vice versa.When water level rises, landing stage 9 and springboard 8 mark time 202 gradually toward main ramp 1 along secondary ramp
Direction is moved, and springboard 8 can be overlapped on mark time on 202 according to water level feature, until main ramp platform 101 will be submerged, moves
Dynamic landing stage 9 and the position of springboard 8, be overlapped on springboard 8 on the secondary ramp bottom platform 201-1 of the second level.
Platform on secondary ramps at different levels and the overlap joint of springboard 8 when supplying different water level of marking time, operating type is with above-mentioned
Identical.Secondary ramp 2 out reach and platform height and springboard 8 length, the water-head adapted to are relevant, after specifically need to being computed
Determine.Bar number, out reach and the shape of secondary ramp is only a kind of form of expression, and this utility model is not made any shape
Restriction in formula.
Above in conjunction with accompanying drawing, embodiment of the present utility model is described, but on this utility model is not limited to
The detailed description of the invention stated, above-mentioned detailed description of the invention is only schematic rather than restrictive, this area common
Technical staff is under enlightenment of the present utility model, without departing from this utility model objective and scope of the claimed protection situation
Under, it may also be made that a lot of form, within these belong to protection of the present utility model.
Claims (3)
1. slope, comb inland river passenger wharf, it is characterised in that include main ramp and secondary ramp, described main ramp
Side is provided with two or more secondary ramp near water, and main ramp includes that main ramp platform is arranged on spaced
Main ramp between main ramp platform is marked time, and the bottom that main ramp is marked time is positioned at same with the main ramp platform connected
Elevation, described secondary ramp includes being positioned at the secondary ramp bottom platform of bottom and being positioned at the secondary ramp tip platform on top,
It is provided with secondary ramp between secondary ramp bottom platform and secondary ramp tip platform to mark time, described two adjacent secondary slopes
The elevation of the rear stage pair ramp bottom platform in road is identical with the elevation of previous stage pair ramp tip platform, each rank
Secondary ramp tip platform be positioned at same elevation with the main ramp platform connected.
Slope, comb inland river the most according to claim 1 passenger wharf, it is characterised in that described main ramp is cast-in-place mixed
Xtah Crude Clay structure.
Slope, comb inland river the most according to claim 1 passenger wharf, it is characterised in that described secondary ramp is cast-in-place mixed
Xtah Crude Clay structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620539068.1U CN205804275U (en) | 2016-06-03 | 2016-06-03 | Slope, comb inland river passenger wharf |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620539068.1U CN205804275U (en) | 2016-06-03 | 2016-06-03 | Slope, comb inland river passenger wharf |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205804275U true CN205804275U (en) | 2016-12-14 |
Family
ID=57501935
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620539068.1U Expired - Fee Related CN205804275U (en) | 2016-06-03 | 2016-06-03 | Slope, comb inland river passenger wharf |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205804275U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108203963A (en) * | 2017-11-28 | 2018-06-26 | 中交天津港航勘察设计研究院有限公司 | A kind of novel inclined formula passenger wharf |
-
2016
- 2016-06-03 CN CN201620539068.1U patent/CN205804275U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108203963A (en) * | 2017-11-28 | 2018-06-26 | 中交天津港航勘察设计研究院有限公司 | A kind of novel inclined formula passenger wharf |
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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: 20161214 |