CN204626326U - A kind of harbour is except silt structure - Google Patents
A kind of harbour is except silt structure Download PDFInfo
- Publication number
- CN204626326U CN204626326U CN201520331922.0U CN201520331922U CN204626326U CN 204626326 U CN204626326 U CN 204626326U CN 201520331922 U CN201520331922 U CN 201520331922U CN 204626326 U CN204626326 U CN 204626326U
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- CN
- China
- Prior art keywords
- harbour
- storage mud
- mud groove
- mud
- pier body
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- 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.)
- Expired - Fee Related
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Abstract
A kind of harbour is except silt structure, comprise pier body, above described pier body, motor unit is installed, it is characterized in that: bottom described pier body, be provided with storage mud groove, block is arranged on the mud inlet of storage mud groove, described block top is provided with brace, is connected with wire rope between described brace and motor unit; Gas blow pipe and extraction mud pipe is communicated with in described storage mud groove.Compared with prior art, advantage of the present utility model is as follows: by rational structure design, and mud is deposited in storage mud groove, and form mud in sealing air blowing and take away, except what speed is fast, cost is low, is applicable to promoting the use of.
Description
Technical field
The utility model belongs to hydraulic engineering technical field, is specifically related to a kind of harbour except silt structure.
Background technology
Harbour is stopped for boats and ships, the hydraulic structure of handling goods and upper and lower passenger.Extensive employing be vertivcal quay, be convenient to boats and ships stop and machinery directly reach wharf apron, to improve the efficiency of loading and unloading.The large area of freshwater line difference also can adopt sloping quay, and ramp front is provided with landing stage and does harbour use; This harbour is many owing to loading and unloading link, and machinery is difficult near wharf apron, and the efficiency of loading and unloading is low.Also floating wharf can be adopted 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 are coupled together, this harbour is generally used as passenger wharf, fish landing, ferryc terminal and other false quaies.Stop for boats and ships, the hydraulic structure of handling goods and upper and lower visitor.It is the chief component at harbour.Divide by the layout of harbour: have suitable bank formula, jetty formula, pier formula etc.Dolphin pierhead is divided into again the isolated pier that links with bank access bridge or with the continuous pier joining bridging system; Narrow jetty (jetty is an overall structure) and wide jetty (both sides are dock structure, central with formation quay surface of banketing) 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 form of structure, have gravity, 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 for shiprepair and shipbuilding tasks and ad hoc repair jetty, outfitting quay.Can be divided into by length service time: provisional harbour and permanent harbour.
Due to the impact by flood tide ebb, usually silting can be served on harbour bank along with current band harbour is at the incoming tide water-bed.Time is longer, and the silt of accumulation is more, has a strong impact on the stop of boats and ships, therefore must clear up it.Most to the mud cleaning of harbour is at present all adopt dredge boat, and dredge boat appears on the scene costly, and implements, except the normal business affecting harbour during silt work, to clear up simultaneously and often can not clean out completely.
Summary of the invention
The utility model, for above shortcoming, is removed based on the existing harbour what mud of solution and is adopted dredge boat cost high, clear up sordid problem.Propose a kind of harbour except silt structure, this apparatus structure is reasonable in design, and except what speed is fast, cost is low.
For realizing the purpose of this utility model, the technical solution adopted in the utility model is:
A kind of harbour is except silt structure, comprise pier body, above described pier body, motor unit is installed, it is characterized in that: bottom described pier body, be provided with storage mud groove, block is arranged on the mud inlet of storage mud groove, described block top is provided with brace, is connected with wire rope between described brace and motor unit; Gas blow pipe and extraction mud pipe is communicated with in described storage mud groove.
Preferentially, described storage mud channel opening place is also provided with support column.
Preferentially, described storage mud groove side is also provided with open slot, is provided with location-plate above block, and block makes location-plate enter open slot inner sealing storage mud groove by motor unit pull-up.
Preferentially, described pier body sidewall is also provided with the assembly pulley clamping wire rope.
Compared with prior art, advantage of the present utility model is as follows: by rational structure design, and mud is deposited in storage mud groove, and form mud in sealing air blowing and take away, except what speed is fast, cost is low, is applicable to promoting the use of.
Accompanying drawing explanation
The following accompanying drawing by means of embodiment carries out brief description to the utility model now.In accompanying drawing:
Fig. 1 shows the structural configuration schematic diagram of the utility model harbour except silt structure;
Fig. 2 shows schematic diagram when the utility model is constructed.
In figure: 1, pier body, 2, motor unit, 3, wire rope, 4, assembly pulley, 5, open slot, 6, block, 7, support column, 8, gas blow pipe, 9, extraction mud pipe, 10, storage mud groove, 11, location-plate, 12, backstay, 13, brace.
Detailed description of the invention
Below in conjunction with specific embodiment, the utility model is described in detail.Following examples will contribute to those skilled in the art and understand the utility model further, but not limit the utility model in any form.It should be pointed out that to those skilled in the art, without departing from the concept of the premise utility, some distortion and improvement can also be made.These all belong to protection domain of the present utility model.
Embodiment 1
As shown in the figure, a kind of harbour is except silt structure, comprise pier body 1, described pier body 1 is provided with motor unit 2 above, storage mud groove 10 is provided with bottom described pier body 1, block 6 is arranged on the mud inlet of storage mud groove 10, and described block 6 top is provided with brace 13, is connected with wire rope 3 between described brace 13 and motor unit 2; Be communicated with gas blow pipe 8 and extraction mud pipe 9 in described storage mud groove 10, gas blow pipe 8 and extraction mud pipe 9 are all connected to bottom storage mud groove 10.
In order to strengthen the self structure of harbour, prevent the fracture of storage mud groove 10 from caving in, storage mud groove 10 opening part is also provided with support column 7.Storage mud groove 10 side is also provided with open slot 5, block 6 is provided with location-plate 11 above, block 6 makes location-plate 11 enter open slot 5 inner sealing storage mud groove 10 by motor unit 2 pull-up, after block 6 closes sealing, by backstay 12 through location-plate 11, enter in open slot 5 structure, like this when gas blow pipe 8 is blown, block 6 is fixed, and can not rock.In order to make wire rope 3 have regular motion path, pier body 1 sidewall is also provided with the assembly pulley 4 clamping wire rope 3.
This harbour disclosed in the utility model is except silt structure, and using method is such, and in usual harbour running, mud is constantly piled up in storage mud groove 10.When needs are cleared up, utilize motor unit 2 to drive wire rope 3 to pack up, make the block 6 of level lift into plumbness, such location-plate 11 enters in open slot 5, is entered in open slot 5 structure by backstay 12, make block 6 be in locking state through location-plate 11.Start to blow by gas blow pipe 8, make the mud in storage mud groove 10 and water form slurry mixture, mud extracts by recycling extraction mud pipe 9, until the water extracted out is identical with ordinary sea water.
Claims (4)
1. a harbour is except silt structure, comprise pier body (1), described pier body (1) is provided with motor unit (2) above, it is characterized in that: described pier body (1) bottom is provided with storage mud groove (10), block (6) is arranged on the mud inlet of storage mud groove (10), described block (6) top is provided with brace (13), is connected with wire rope (3) between described brace (13) and motor unit (2); Gas blow pipe (8) and extraction mud pipe (9) is communicated with in described storage mud groove (10).
2. harbour according to claim 1 is except silt structure, it is characterized in that: described storage mud groove (10) opening part is also provided with support column (7).
3. harbour according to claim 1 is except silt structure, it is characterized in that: described storage mud groove (10) side is also provided with open slot (5), block (6) is provided with location-plate (11) above, and block (6) makes location-plate (11) enter open slot (5) inner sealing storage mud groove (10) by motor unit (2) pull-up.
4. harbour according to claim 1 is except silt structure, it is characterized in that: described pier body (1) sidewall is also provided with the assembly pulley (4) clamping wire rope (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520331922.0U CN204626326U (en) | 2015-05-21 | 2015-05-21 | A kind of harbour is except silt structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520331922.0U CN204626326U (en) | 2015-05-21 | 2015-05-21 | A kind of harbour is except silt structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204626326U true CN204626326U (en) | 2015-09-09 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520331922.0U Expired - Fee Related CN204626326U (en) | 2015-05-21 | 2015-05-21 | A kind of harbour is except silt structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204626326U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878717A (en) * | 2015-05-21 | 2015-09-02 | 浙江海洋学院 | Wharf sludge removing structure |
| CN111962479A (en) * | 2020-07-29 | 2020-11-20 | 河海大学 | Sweeping dredging type anti-blocking farmland irrigation channel |
-
2015
- 2015-05-21 CN CN201520331922.0U patent/CN204626326U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878717A (en) * | 2015-05-21 | 2015-09-02 | 浙江海洋学院 | Wharf sludge removing structure |
| CN104878717B (en) * | 2015-05-21 | 2016-09-14 | 浙江海洋学院 | A kind of harbour is except silt structure |
| CN111962479A (en) * | 2020-07-29 | 2020-11-20 | 河海大学 | Sweeping dredging type anti-blocking farmland irrigation channel |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Peng Jinrui Inventor after: Ni Yunlin Inventor before: Peng Jinrui Inventor before: Ni Yunlin |
|
| COR | Change of bibliographic data | ||
| 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: 20150909 Termination date: 20160521 |