CN205396474U - Pier - Google Patents
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- CN205396474U CN205396474U CN201620161225.XU CN201620161225U CN205396474U CN 205396474 U CN205396474 U CN 205396474U CN 201620161225 U CN201620161225 U CN 201620161225U CN 205396474 U CN205396474 U CN 205396474U
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- lift
- slope structure
- group
- lifting
- harbour
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Abstract
The utility model discloses a pier, include: slope surface structure, it extends to the waters from coastline, slope surface structure is a plurality of little domaticly connect to form through the fastener, a plurality of lift stands, two lift stands are a set of, and two lift stands of each group set up respectively little domatic both sides, the lift post and the clivia face one -to -one of each group, the connecting wire of two lift stands of every group with slope surface structure's extending direction is perpendicular, the cylinder, it is connected with overall lift stand, the controller, its with the cylinder is connected, control the lift stand goes up and down. The utility model discloses be provided with the lift stand under slope surface structure, lift stand one end with the clivia face is connected, and the other end is fixed on the base of ground surface for whole pier highly can adjust, can carry out corresponding height control along with the change of water level, the utility model provides a pier simple structure, easily production and installation.
Description
Technical field
This utility model relates to a kind of harbour.
Background technology
Water transportation, it is necessary to waterside harbour is connected mutually with land.The impact that traditional dock structure is easily subject in waters SAPMAC method under relatively arctic weather.Additionally, due to water level is continually changing in time, dock structure needs to adjust to desired position to guarantee its impact not risen or fallen by water level.
Utility model content
For the problem being previously mentioned, this utility model provides a kind of harbour, including:
Slope structure, it extends to waters from coastline, and described slope structure is multiple little domatic connected to form by securing member；
Multiple lifting columns, two lifting columns are one group, two lifting columns of each group are separately positioned on described little domatic both sides, the lifting column of each group and little domatic one_to_one corresponding, the connecting line of described two lifting columns often organized is vertical with the bearing of trend of described slope structure, described lifting column one end little domatic is connected with described, and the other end is fixed on the base of ground surface；
Cylinder, it is connected with whole lifting columns；
Controller, it is connected with described cylinder, controls the lifting of described lifting column.
Preferred version is: described slope structure contains inner chamber.
Preferred version is: described interior intracavity is filled with concrete.
Preferred version is: described lifting column one end is connected to movable panel, and it is connected with described slope structure by described movable panel.
Preferred version is: the length of described slope structure is 30～35m.
Preferred version is: the width of described slope structure is 5～8m.
This utility model is arranged with lifting column at slope structure, described lifting column one end little domatic is connected with described, the other end is fixed on the base of ground surface, whole quay height can be regulated, can carrying out corresponding height adjustment with the change of water level, the dock structure that this utility model provides is simple, be readily produced and install.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing, this utility model is described in further detail, to make those skilled in the art can implement according to this with reference to description word.
Should be appreciated that used herein such as " have ", existence or the interpolation of other elements one or more or its combination do not allotted in " comprising " and " including " term.
Hydraulic structure for boats and ships stop, handling goods and upper and lower passenger.Widely used is vertivcal quay, it is simple to boats and ships are stopped and reached wharf apron with mechanically direct, to improve the efficiency of loading and unloading.The big area of freshwater line difference may be used without sloping quay, and ramp front is provided with landing stage and does harbour use；This harbour is many due to handling link, and machinery is difficult near wharf apron, and the efficiency of loading and unloading is low.Floating wharf is may be used without in the less river of water-head, lake and by the gavan' of natural or artificial shielding, by movable foot bridge, landing stage and bank being coupled together, this harbour is commonly used as passenger wharf, fish landing, ferryc terminal and other false quaies.
Hydraulic structure for boats and ships stop, handling goods and upper and lower visitor.It it is the key component at harbour.Divide by the horizontal layout of harbour: have suitable bank formula, jetty formula, dig formula etc..The formula harbour of digging is divided into again excavated basin or partly digs formula；Narrow jetty (jetty is an overall structure) and wide jetty (both sides are dock structure, and central use is banketed and constituted quay surface) are divided again in quay pier.Divide by form of fracture, have vertical type, ramp type, half vertical type and half ramp type.Divide by version, have gravity type, sheet pile formula, high stake formula, ramp type, pier stud type and floating wharf formula etc..Divide by purposes, have general general cargo terminal, single user wharf (fish pier, oil jetty, coal wharf, ore terminal, container terminal, yacht wharf etc.), passenger wharf, for the work effect of workboat in port and the repair jetty ad hoc for shiprepair and shipbuilding tasks, outfitting quay.Can be divided into by using time length: provisional harbour and permanent harbour.
This utility model provides a kind of harbour, including:
Slope structure 1, it extends to waters from coastline, described slope structure is multiple little domatic connected to form by securing member, described slope structure 1 is containing inner chamber, and described interior intracavity is filled with concrete, after concrete curing, described slope structure 1 has good rigidity, thus described slope structure 1 can be reasonably resistant to freeze-thaw cycle, the length of described slope structure 1 is 30～35m, and the length of described slope structure 1 is 5～8m；
Multiple lifting columns 2, two lifting columns 2 are one group, two lifting columns 2 of each group are separately positioned on described little domatic both sides, the lifting column 2 of each group and little domatic one_to_one corresponding, the connecting line of described two lifting columns 2 often organized is vertical with the bearing of trend of described slope structure 1, described lifting column 2 one end little domatic is connected with described, the other end is fixed on the base of ground surface, described lifting column 2 one end is connected to movable panel, and it is connected with described slope structure by described movable panel；
Cylinder, it is connected with whole lifting columns 2, one end of described cylinder is flexibly connected with the lifting column 2 at its place, the other end of described cylinder is one end that the piston rod of described cylinder stretches out, the outer end of the piston rod of described cylinder is with wherein described lifting column 2 is flexibly connected by another, and flexible by cylinder piston rod can make lifting top board lift；
Controller, it is connected with described cylinder, control described lifting column 2 to lift, the distance value of described slope structure and the water surface is set in advance in the controller, then according to water level over time, judging the length value that described lifting column should lift, then described controller control cylinder carries out lifting described lifting column.
Although embodiment of the present utility model is disclosed as above, but listed utilization that it is not restricted in description and embodiment, it can be applied to various applicable field of the present utility model completely, for those skilled in the art, it is easily achieved other amendment, therefore, under the general concept limited without departing substantially from claim and equivalency range, this utility model is not limited to specific details and shown here as the legend with description.
Claims (6)
1. a harbour, it is characterised in that including:
Slope structure, it extends to waters from coastline, and described slope structure is multiple little domatic connected to form by securing member；
Multiple lifting columns, two lifting columns are one group, two lifting columns of each group are separately positioned on described little domatic both sides, the lifting column of each group and little domatic one_to_one corresponding, the connecting line of described two lifting columns often organized is vertical with the bearing of trend of described slope structure, described lifting column one end little domatic is connected with described, and the other end is fixed on the base of ground surface；
Cylinder, it is connected with whole lifting columns；
Controller, it is connected with described cylinder, controls the lifting of described lifting column.
2. harbour according to claim 1, it is characterised in that described slope structure contains inner chamber.
3. harbour according to claim 2, it is characterised in that described interior intracavity is filled with concrete.
4. harbour according to claim 1, it is characterised in that described lifting column one end is connected to movable panel, it is connected with described slope structure by described movable panel.
5. harbour according to claim 1, it is characterised in that the length of described slope structure is 30～35m.
6. harbour according to claim 1, it is characterised in that the width of described slope structure is 5～8m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620161225.XU CN205396474U (en) | 2016-03-02 | 2016-03-02 | Pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620161225.XU CN205396474U (en) | 2016-03-02 | 2016-03-02 | Pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205396474U true CN205396474U (en) | 2016-07-27 |
Family
ID=56444286
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620161225.XU Active CN205396474U (en) | 2016-03-02 | 2016-03-02 | Pier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205396474U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106428436A (en) * | 2016-10-18 | 2017-02-22 | 中交第二航务工程局有限公司 | Offshore overwater operation platform |
-
2016
- 2016-03-02 CN CN201620161225.XU patent/CN205396474U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106428436A (en) * | 2016-10-18 | 2017-02-22 | 中交第二航务工程局有限公司 | Offshore overwater operation platform |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |