CN203174656U - Channel cleanout device - Google Patents
Channel cleanout device Download PDFInfo
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- CN203174656U CN203174656U CN 201320159902 CN201320159902U CN203174656U CN 203174656 U CN203174656 U CN 203174656U CN 201320159902 CN201320159902 CN 201320159902 CN 201320159902 U CN201320159902 U CN 201320159902U CN 203174656 U CN203174656 U CN 203174656U
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- turbid
- inlet pipe
- water inlet
- pump
- tube head
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Abstract
The utility model discloses a channel cleanout device, which comprises a ship body. A water suction pump and a sludge suction pump are arranged on the ship body. The water suction pump is connected with a water suction pump water inlet pipe and a water suction pump water outlet pipe. The water suction pump water outlet pipe is connected with a booster pump which is connected with a high-pressure water gun. The high-pressure water gun extends to a part below the ship body. The sludge suction pump is provided with a sludge suction pump water inlet pipe and a sludge suction pump water outlet pipe. The sludge suction pump water outlet pipe is connected with a centrifugal separator. The centrifugal separator is provided with a centrifugal separator drainage pipeline and a centrifugal separator sludge discharging pipeline. The centrifugal separator sludge discharging pipeline is connected with a sludge collector. The channel cleanout device provided by the utility model is simple in structure and convenient to use; and when the channel cleanout device works, water in a river is not required to completely pumped, and meanwhile, the influence of a lining slope of a river channel is avoided.
Description
Technical field
The utility model relates to a kind of dredger, relates in particular to a kind of channel cleanout device.
Background technology
At present, the characteristics of city river are that water channel intersects, and the bridge lock is numerous, and water transport is busy, and the river garbage in these waters is not only much but also more assorted, and there is pollution body, mud, the difficult high-ductility hard paste that excavates of riverbed surface flowability the river bed.
Domestic desilting mode mainly contains: (one) usage mining machine carries out the mud cleaning.This mode is applicable to the river course that the water yield is less or closely dry.Concrete steps are at first to clean out foreign material with excavator, and mud is carried by pipeline or directly had bad luck ashore, and last mud is transported by transport vehicle.The advantage of this mode is that desilting is thorough, and shortcoming is to need prior drainings, but is sewage effluent or toppling over mud all can produce secondary pollution, especially for indivedual river courses, also need the shipment of mud secondary just can be transported to the bank, greatly reduce efficient, wasted manpower and materials simultaneously.(2) desilting under water.This mode is applicable to the big or darker river course of canal of the water yield.One is to use desilting grab bucket ship when carrying out desilting, and the mud of river bed is caught on barge or the towboat, is transported to the appointed place again.This mode can be removed water-bed rubbish and substrate undisturbed soil, and is difficult to remove the mud serious to pollution of estuary, and not only work efficiency is low, also exists the river bed to empty phenomenon.Two are to use cutter suction dredger, and this is a kind of river course commonly used or lake ripple dredging vessel, often needs a series of servicing unit, can not clear up in the place that the lining cutting side slope is arranged; Because highly be subjected to the restriction of some bridges and culverts, desilting efficiency data is not high.
Summary of the invention
The utility model is in order to overcome deficiency of the prior art, a channel cleanout device to be provided, and is simple in structure, easy to use, need not during work the water in the river is drained, and can not be subjected to the influence of river course lining cutting side slope simultaneously again.
To achieve these goals, the utility model is by the following technical solutions:
A kind of channel cleanout device of the present utility model, comprise hull, on the described hull pulsating pump is installed, inhale turbid pump, described pulsating pump is connected with the pulsating pump water inlet pipe, the pulsating pump outlet pipe, described pulsating pump outlet pipe links to each other with booster pump, booster pump links to each other with giant, described giant extends to the hull below, the turbid pump of described suction is provided with inhales turbid pump water inlet pipe, inhale turbid water pump outlet pipe, the turbid water pump outlet pipe of described suction links to each other with centrifugal separator, described centrifugal separator is provided with the centrifugal separator drainage pipe, centrifugal separator desilting tube road, described centrifugal separator desilting tube road is connected with the mud gatherer.At hull pulsating pump is installed, pulsating pump links to each other with booster pump by the pulsating pump outlet pipe, pulsating pump is for inspiration clear water from the river course, so that clear water is passed through the booster pump supercharging, clear water after the supercharging is transported to giant the most at last, the water under high pressure that ejects by giant with the mud of bottom, river course towards muddy.Owing to adopted giant, even also mud and river can be dashed muddiness in the place of lining cutting side slope, simultaneously, the dirt of river surface can also be dashed and mix among river, strengthened the effect of desilting place dirt greatly.At hull the turbid pump of suction is installed, inhales to be connected with on the turbid pump and inhale turbid pump water inlet pipe, will be drawn onto in the turbid pump towards muddy river in the river by inhaling turbid pump water inlet pipe.Inhaling turbid pump is delivered to the river of muddiness in the centrifugal separator by inhaling turbid water pump outlet pipe.Muddy river leaves mud and moisture come by centrifugation.Centrifugal separator links to each other with the mud gatherer by centrifugal separator desilting tube road, and the mud of separating is collected in the mud gatherer.Centrifugal separator is discharged to isolated clear water in the river by the centrifugal separator drainage pipe.
As preferably, the below of described hull is provided with horizontal baffle, and the tube head of giant and the tube head of inhaling turbid pump water inlet pipe extend to the below of horizontal baffle, and the tube head of the turbid pump water inlet pipe of described suction is higher than the tube head of giant.Below hull, be provided with horizontal baffle, be for the content that guarantees to inhale mud in the water level that turbid pump water inlet pipe is positioned higher so that improve and inhale turbid efficient.The tube head of inhaling turbid pump water inlet pipe is higher than the tube head setting of giant, make the tube head of the turbid pump water inlet pipe of suction and the tube head of giant form water-head in the vertical direction, can guarantee to inhale turbid pump water inlet pipe can fully carry out work with mud and the river of river bed at giant after muddy, improved and inhaled turbid efficient.
As preferably, described horizontal baffle forms dividing plate downwards along its profile.Horizontal baffle along its profile form downwards dividing plate be for the content that guarantees to inhale mud in the water level that turbid pump water inlet pipe is positioned higher so that improve and inhale turbid efficient.
As preferably, described booster pump links to each other with some giants, and described water under high pressure is robbed into and is arranged side by side or circularizes layout.
As preferably, described giant, inhale turbid pump water inlet pipe and fixedly connected with horizontal baffle, be provided with elevating mechanism at hull, described elevating mechanism is connected with horizontal baffle.Giant, the turbid pump water inlet pipe of suction are fixedlyed connected with horizontal baffle, be provided with elevating mechanism at hull, described elevating mechanism is connected with horizontal baffle, can regulate horizontal baffle according to the actual depth of water of river and select a suitable position, inhale turbid efficient thereby make giant and the turbid pump water inlet pipe of suction can work in place to improve greatly.
As preferably, described horizontal baffle is provided with limnimeter.Limnimeter is set, can be so that elevating mechanism be adjusted the position of horizontal baffle according to the actual depth of water of river, make giant with inhale turbid pump water inlet pipe and can work in place to improve greatly and inhale turbid efficient.
As preferably, the tube head of described giant tends to inhale the tube head setting of turbid pump water inlet pipe, and the tube head of the turbid pump water inlet pipe of described suction tends to the tube head setting of giant.The tube head of giant tends to inhale the tube head setting of turbid pump water inlet pipe, and the tube head of the turbid pump water inlet pipe of described suction tends to the tube head setting of giant, can improve greatly and inhale turbid efficient.The tube head setting that the tube head of described giant tends to inhale turbid pump water inlet pipe can be whole giant to be favoured inhale the setting of turbid pump water inlet pipe, also can be that the tube head at giant arranges an elbow that tends to inhale turbid pump water inlet pipe.The tube head setting that the tube head of the turbid pump water inlet pipe of described suction tends to giant can be that the turbid pump water inlet pipe of whole suction is favoured the giant setting, also can be at the tube head of inhaling turbid pump water inlet pipe an elbow that tends to giant to be set.
As preferably, the tube head of the turbid pump water inlet pipe of described suction circularize the tube head that is arranged in giant around.The tube head that diffusion will be inhaled turbid pump water inlet pipe according to the annular of current circularize the tube head that is arranged in giant around, can improve the turbid efficient of suction greatly.
As preferably, described centrifugal separator drainage pipe links to each other with strainer, and described strainer is provided with strainer desilting tube road, strainer drainage pipe, and described strainer desilting tube road links to each other with the mud gatherer.The centrifugal separator drainage pipe also links to each other with strainer, can guarantee the separating effect of mud and water, avoids having when separating the residual mud of part also in residual and the river.Clear water after filtering is entered the korneforos by the strainer drainage pipe, the mud that filters is sent in the mud gatherer by strainer desilting tube road.
As preferably, the tube head of described pulsating pump water inlet pipe is provided with screen pack.Tube head at the pulsating pump water inlet pipe is provided with screen pack, avoids inspiration impurity that the pulsating pump water inlet pipe is stopped up, and influences the work of booster pump simultaneously.
Therefore, the utlity model has following beneficial effect: simple in structure, easy to use, need not during work the water in the river is drained, can not be subjected to the influence of river course lining cutting side slope simultaneously again.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is the structural representation of the utility model horizontal baffle.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is further described.
Embodiment 1: as Fig. 1, shown in Figure 2, a kind of channel cleanout device, comprise hull 1, on the hull 1 pulsating pump is installed, inhale turbid pump, pulsating pump is connected with pulsating pump water inlet pipe 11, pulsating pump outlet pipe 12, pulsating pump outlet pipe 12 links to each other with booster pump, booster pump links to each other with giant 6, giant 6 extends to hull 1 below, inhale turbid pump and be provided with the turbid pump water inlet pipe 21 of suction, inhale turbid water pump outlet pipe 22, inhale turbid water pump outlet pipe 22 and link to each other with centrifugal separator, centrifugal separator is provided with centrifugal separator drainage pipe 31, centrifugal separator desilting tube road 32, centrifugal separator desilting tube road 32 is connected with the mud gatherer.The below of hull 1 is provided with horizontal baffle 51, and the tube head of giant 6 and the tube head of inhaling turbid pump water inlet pipe 21 extend to the below of horizontal baffle 51, and the tube head of inhaling turbid pump water inlet pipe 21 is higher than the tube head of giant 6.Horizontal baffle 51 forms dividing plate 52 downwards along its profile.Giant 6, the turbid pump water inlet pipe 21 of suction are fixedlyed connected with horizontal baffle 51, as shown in Figure 2, are provided with elevating mechanism 8 at hull 1, and elevating mechanism 8 is connected with horizontal baffle 51, and horizontal baffle 51 is provided with limnimeter 7.Centrifugal separator drainage pipe 31 links to each other with strainer, and strainer is provided with strainer desilting tube road 41, strainer drainage pipe 42, and strainer desilting tube road 41 links to each other with the mud gatherer.The tube head of giant 6 tends to inhale the tube head setting of turbid pump water inlet pipe 21, and the tube head of inhaling turbid pump water inlet pipe 21 tends to the tube head setting of giant 6, can improve greatly and inhale turbid efficient.The tube head setting that the tube head of giant 6 tends to inhale turbid pump water inlet pipe 21 can be whole giant 6 to be favoured inhale turbid pump water inlet pipe 21 and arrange, and also can be that the tube head at giant 6 arranges an elbow that tends to inhale turbid pump water inlet pipe 21.The tube head setting that the tube head of inhaling turbid pump water inlet pipe 21 tends to giant 6 can be the turbid pump water inlet pipe 21 of whole suction to be favoured giant 6 arrange, and also can be at the tube head of inhaling turbid pump water inlet pipe 21 elbow that tends to giant 6 to be set.At hull 1 pulsating pump is installed, pulsating pump links to each other with booster pump by pulsating pump outlet pipe 12, pulsating pump is for inspiration clear water from the river course, so that clear water is passed through the booster pump supercharging, clear water after the supercharging is transported to giant 6 the most at last, the water under high pressure that ejects by giant 6 with the mud of bottom, river course towards muddy.Tube head at pulsating pump water inlet pipe 11 is provided with screen pack, avoids inspiration impurity that pulsating pump water inlet pipe 11 is stopped up, and influences the work of booster pump simultaneously.Owing to adopted giant 6, even also can dash mud and river muddy in the place of lining cutting side slope.At hull 1 the turbid pump of suction is installed, inhales to be connected with on the turbid pump and inhale turbid pump water inlet pipe 21, will be drawn onto in the turbid pump towards muddy river in the river by inhaling turbid pump water inlet pipe 21.Inhaling turbid pump is delivered to the river of muddiness in the centrifugal separator by inhaling turbid water pump outlet pipe 22.Muddy river leaves mud and moisture come by centrifugation.Centrifugal separator links to each other with the mud gatherer by centrifugal separator desilting tube road 32, and the mud of separating is collected in the mud gatherer.Centrifugal separator is discharged to isolated clear water in the river by centrifugal separator drainage pipe 31.Below hull 1, be provided with horizontal baffle 51, be for the content that guarantees to inhale mud in the water level that turbid pump water inlet pipe 21 is positioned higher so that improve and inhale turbid efficient.In order to make the better horizontal baffle 51 of effect form dividing plate 52 downwards along its profile.The tube head of inhaling turbid pump water inlet pipe 21 is higher than the tube head setting of giant 6, make the tube head of the turbid pump water inlet pipe 21 of suction and the tube head of giant 6 form water-head in the vertical direction, can guarantee to inhale turbid pump water inlet pipe 21 can fully carry out work with mud and the river of river bed at giant 6 after muddy, improved and inhaled turbid efficient.Giant 6, the turbid pump water inlet pipe 21 of suction are fixedlyed connected with horizontal baffle 51, be provided with elevating mechanism 8 at hull 1, elevating mechanism 8 is connected with horizontal baffle 51, can regulate horizontal baffle 51 according to the actual depth of water of river in conjunction with limnimeter 7 and select a suitable position, inhale turbid efficient thereby make giant 6 and the turbid pump water inlet pipe 21 of suction can work in place to improve greatly.The tube head that diffusion will be inhaled turbid pump water inlet pipe 21 according to the annular of current circularize the tube head that is arranged in giant 6 around, can improve the turbid efficient of suction greatly.Centrifugal separator drainage pipe 31 also links to each other with strainer, can guarantee the separating effect of mud and water, avoids having when separating the residual mud of part also in residual and the river.Clear water after filtering is entered the korneforos by strainer drainage pipe 42, the mud that filters is sent in the mud gatherer by strainer desilting tube road 41.
Embodiment 2: the tube head of inhaling turbid pump water inlet pipe 21 circularize the tube head that is arranged in giant 6 around.The tube head that diffusion will be inhaled turbid pump water inlet pipe 21 according to the annular of current circularize the tube head that is arranged in giant 6 around, can improve the turbid efficient of suction greatly.Other parts are identical with embodiment 1.
Claims (10)
1. channel cleanout device, comprise hull, it is characterized in that: on the described hull pulsating pump is installed, inhale turbid pump, described pulsating pump is connected with the pulsating pump water inlet pipe, the pulsating pump outlet pipe, described pulsating pump outlet pipe links to each other with booster pump, booster pump links to each other with giant, described giant extends to the hull below, the turbid pump of described suction is provided with inhales turbid pump water inlet pipe, inhale turbid water pump outlet pipe, the turbid water pump outlet pipe of described suction links to each other with centrifugal separator, described centrifugal separator is provided with the centrifugal separator drainage pipe, centrifugal separator desilting tube road, described centrifugal separator desilting tube road is connected with the mud gatherer.
2. channel cleanout device according to claim 1, it is characterized in that: the below of described hull is provided with horizontal baffle, the tube head of giant and the tube head of inhaling turbid pump water inlet pipe extend to the below of horizontal baffle, and the tube head of the turbid pump water inlet pipe of described suction is higher than the tube head of giant.
3. channel cleanout device according to claim 2, it is characterized in that: described horizontal baffle forms dividing plate downwards along its profile.
4. according to claim 2 or 3 described channel cleanout devices, it is characterized in that: described giant, the turbid pump water inlet pipe of suction are fixedlyed connected with horizontal baffle, are provided with elevating mechanism at hull, and described elevating mechanism is connected with horizontal baffle.
5. channel cleanout device according to claim 4, it is characterized in that: described horizontal baffle is provided with limnimeter.
6. according to claim 1 or 2 or 3 described channel cleanout devices, it is characterized in that: described booster pump links to each other with some giants, and described water under high pressure is robbed into and is arranged side by side or circularizes layout.
7. according to claim 1 or 2 or 3 described channel cleanout devices, it is characterized in that: the tube head of described giant tends to inhale the tube head setting of turbid pump water inlet pipe, and the tube head of the turbid pump water inlet pipe of described suction tends to the tube head setting of giant.
8. according to claim 1 or 2 or 3 described channel cleanout devices, it is characterized in that: the tube head of the turbid pump water inlet pipe of described suction circularize the tube head that is arranged in giant around.
9. according to claim 1 or 2 or 3 described channel cleanout devices, it is characterized in that: described centrifugal separator drainage pipe links to each other with strainer, described strainer is provided with strainer desilting tube road, strainer drainage pipe, and described strainer desilting tube road links to each other with the mud gatherer.
10. according to claim 1 or 2 or 3 described channel cleanout devices, it is characterized in that: the tube head of described pulsating pump water inlet pipe is provided with screen pack.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320159902 CN203174656U (en) | 2013-04-02 | 2013-04-02 | Channel cleanout device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320159902 CN203174656U (en) | 2013-04-02 | 2013-04-02 | Channel cleanout device |
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|---|---|
| CN203174656U true CN203174656U (en) | 2013-09-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201320159902 Expired - Fee Related CN203174656U (en) | 2013-04-02 | 2013-04-02 | Channel cleanout device |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103205991A (en) * | 2013-04-02 | 2013-07-17 | 王国根 | Channel cleanout device and method thereof |
| CN104532894A (en) * | 2014-12-30 | 2015-04-22 | 河南黄河水工机械有限公司 | Annular dredging water spraying head |
| CN104988897A (en) * | 2015-07-08 | 2015-10-21 | 江苏绿畅路面新材料有限公司 | River mud factorization solidification treatment method |
| CN105862957A (en) * | 2016-05-31 | 2016-08-17 | 强新正品（苏州）环保材料科技有限公司 | Self-walking river channel dredging device |
| CN105862958A (en) * | 2016-05-31 | 2016-08-17 | 强新正品（苏州）环保材料科技有限公司 | Riverway dredging system |
| CN105887959A (en) * | 2016-06-03 | 2016-08-24 | 强新正品（苏州）环保材料科技有限公司 | Pumping dredging device |
| CN105951912A (en) * | 2016-06-03 | 2016-09-21 | 强新正品（苏州）环保材料科技有限公司 | Remotely-controlled riverway dredging device |
| CN115045359A (en) * | 2022-06-20 | 2022-09-13 | 中电建十一局工程有限公司 | Simple dredging equipment |
-
2013
- 2013-04-02 CN CN 201320159902 patent/CN203174656U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103205991A (en) * | 2013-04-02 | 2013-07-17 | 王国根 | Channel cleanout device and method thereof |
| CN104532894A (en) * | 2014-12-30 | 2015-04-22 | 河南黄河水工机械有限公司 | Annular dredging water spraying head |
| CN104988897A (en) * | 2015-07-08 | 2015-10-21 | 江苏绿畅路面新材料有限公司 | River mud factorization solidification treatment method |
| CN104988897B (en) * | 2015-07-08 | 2017-01-18 | 江苏绿畅路面新材料有限公司 | River mud factorization solidification treatment method |
| CN105862957A (en) * | 2016-05-31 | 2016-08-17 | 强新正品（苏州）环保材料科技有限公司 | Self-walking river channel dredging device |
| CN105862958A (en) * | 2016-05-31 | 2016-08-17 | 强新正品（苏州）环保材料科技有限公司 | Riverway dredging system |
| CN105887959A (en) * | 2016-06-03 | 2016-08-24 | 强新正品（苏州）环保材料科技有限公司 | Pumping dredging device |
| CN105951912A (en) * | 2016-06-03 | 2016-09-21 | 强新正品（苏州）环保材料科技有限公司 | Remotely-controlled riverway dredging device |
| CN115045359A (en) * | 2022-06-20 | 2022-09-13 | 中电建十一局工程有限公司 | Simple dredging equipment |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130904 Termination date: 20150402 |
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| EXPY | Termination of patent right or utility model |