CN206829343U - A kind of silt basin Accrete clearing device - Google Patents
A kind of silt basin Accrete clearing device Download PDFInfo
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- CN206829343U CN206829343U CN201720652744.0U CN201720652744U CN206829343U CN 206829343 U CN206829343 U CN 206829343U CN 201720652744 U CN201720652744 U CN 201720652744U CN 206829343 U CN206829343 U CN 206829343U
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Abstract
A kind of silt basin Accrete clearing device, including the hydraulic turbine, water pump, mud suction line, mud efferent duct, water under high pressure ascending pipe, high-pressure water jet pipe, floatage-type walking basal seat and centrifugal pump；The hydraulic turbine is arranged in floatage-type walking basal seat, and hydroturbine water intake mouth is connected by water under high pressure ascending pipe with centrifugal pump, and hydraulic turbine delivery port is connected with high-pressure water jet pipe, and high-pressure water jet pipe exit normal is towards bottom of pond；Water pump is arranged on above the hydraulic turbine, and water pump power input shaft is fixedly connected with turbine power output shaft；Pump entrance is connected with mud suction line, and mud sucks tube inlet towards bottom of pond；Exit of pump is connected with mud efferent duct；The controller of floatage-type walking basal seat is located at pond on the bank, passes through the walking motion of controller Remote floatage-type walking basal seat；Pond is additionally provided with filtering slurry machine on the bank, and the water that filters out of filtering slurry machine accesses water under high pressure ascending pipe through centrifugal pump, used as circulation water under high pressure；The hydraulic turbine and water pump can be replaced with power turbine and turbocharging pump respectively.
Description
Technical field
The utility model belongs to desilting equipment technical field, more particularly to a kind of silt basin Accrete clearing device.
Background technology
In the industries such as industrial and mineral, petroleum and petrochemical industry and steel-making, the cleaning for silt basin is always a problem, due to silt basin
Content is also easy to produce toxic gas, larger using the operation danger of manual cleaning mode, and the labor intensity of personnel is also very
It is high.
Because the mud in silt basin is deposited in bottom of pond under precipitation, with the extension of sedimentation time, bottom of pond mud
Can be gradually hardened, and hardness is also very high, and hand digging will be very painstaking, also can not inhaled at all with conventional pump, Ci Zhonggong
Condition can only use air floatation machine.
Air floatation machine typically using fixed, separate unit air floatation machine can only processing area very little a piece of bottom of pond mud, it is desirable to it is clear
Whole silt basin is managed, generally requires that more air floatation machines are installed, and it also requires one slag remover of supporting setting, for clearing up
The mud impurity to be emerged in air floatation machine operation process.
When the ratio of mud impurity is great to when can not be combined with air supporting bubble, mud impurity is difficult in air floatation machine operation process
In emerge, the using effect of air floatation machine will also have a greatly reduced quality, and can only now empty the surface water in silt basin, and bottom of pond
Remaining silting is finally still obtained and is purged by manual type.
Utility model content
The problem of existing for prior art, the utility model provide a kind of silt basin Accrete clearing device, using movable type
Desilting mode, an equipment is only needed to meet the cleaning needs of whole silt basin, and not by the proportion factor of mud impurity
Influence, from start to finish participate in desilting without manual type.
To achieve these goals, the utility model adopts the following technical scheme that：A kind of silt basin Accrete clearing device, including water
Turbine, water pump, mud suction line, mud efferent duct, water under high pressure ascending pipe, high-pressure water jet pipe, floatage-type walking basal seat and from
Heart pump；The hydraulic turbine is arranged in floatage-type walking basal seat, and the water inlet of the hydraulic turbine passes through water under high pressure ascending pipe and centrifugal pump
It is connected, the delivery port of the hydraulic turbine is connected with high-pressure water jet pipe, and the exit normal of high-pressure water jet pipe is towards silt basin bottom of pond；
The water pump is arranged on above the hydraulic turbine, and the power input shaft of water pump and the power output shaft of the hydraulic turbine are fixedly connected with；The water pump
Entrance be connected with mud suction line, the entrance of mud suction line is towards silt basin bottom of pond；The outlet of the water pump and mud
Efferent duct is connected.
The hydraulic turbine and water pump can be replaced by monomer-type turbine pump.
A kind of silt basin Accrete clearing device, including power turbine, turbocharging pump, mud suction line, mud efferent duct, height
Press water ascending pipe, high-pressure water jet pipe, floatage-type walking basal seat and centrifugal pump；The power turbine is walked installed in floatage-type
On base, the water inlet of power turbine is connected by water under high pressure ascending pipe with centrifugal pump, delivery port and the height of power turbine
Pressure water jet nozzle is connected, and the exit normal of high-pressure water jet pipe is towards silt basin bottom of pond；The turbocharging pump is arranged on dynamic
Above power turbine, the power input shaft of turbocharging pump and the power output shaft of power turbine are fixedly connected with；The turbine increases
The entrance of press pump is connected with mud suction line, and the entrance of mud suction line is towards silt basin bottom of pond；The turbocharging pump
Outlet is connected with mud efferent duct.
The power turbine and turbocharging pump can be replaced by monomer-type turbocharger.
The controller of the floatage-type walking basal seat is arranged on the pond of silt basin on the bank, passes through controller Remote buoyancy
The walking motion of formula walking basal seat.
It is additionally provided with filtering slurry machine, the feeding mouth of filtering slurry machine and going out for mud efferent duct on the bank in the pond of silt basin
Mouth is connected, and the water that filters out of filtering slurry machine accesses water under high pressure ascending pipe through centrifugal pump, is used as circulation water under high pressure.
The beneficial effects of the utility model：
Silt basin Accrete clearing device of the present utility model, employ snorkeling mode and desilting is carried out in silt basin, non-suction head will
Ask, and there is the advantages of simple in construction and reliable.When silt basin bottom of pond is difficult to move because of hollow, floatage-type walking bottom
Seat while by natural buoyancy, high-pressure water jet pipe when spraying high pressure water impact bottom of pond mud, can also produce one to
On reaction force, further reduce the self gravitation of floatage-type walking basal seat, can ensure that floatage-type walking basal seat can be with
The smooth walk in hollow moves.Because the high-pressure water jet pipe during desilting being capable of vertically silt basin pond all the time
Bottom carries out high-pressure water jet, and dredging effect has been effectively ensured.Because the power source of Accrete clearing device is water under high pressure, therefore in silt basin
Water body under and be not provided with motor, ensure that the security of Accrete clearing device in use.Existed by floatage-type walking basal seat
The walking movement of silt basin bottom of pond, it can be ensured that all remove the mud of whole silt basin totally.
Brief description of the drawings
Fig. 1 is a kind of silt basin Accrete clearing device (hydraulic turbine+water pump) structural representation of the present utility model；
Fig. 2 is a kind of silt basin Accrete clearing device (power turbine+turbocharging pump) structural representation of the present utility model；
In figure, 1-hydraulic turbine, 2-water pump, 3-mud suction line, 4-mud efferent duct, 5-water under high pressure ascending pipe,
6-high-pressure water jet pipe, 7-floatage-type walking basal seat, 8-power turbine, 9-turbocharging pump, 10-centrifugal pump.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
As shown in figure 1, a kind of silt basin Accrete clearing device, including the hydraulic turbine 1, water pump 2, mud suction line 3, mud efferent duct
4th, water under high pressure ascending pipe 5, high-pressure water jet pipe 6, floatage-type walking basal seat 7 and centrifugal pump 10；The hydraulic turbine 1 is arranged on buoyancy
In formula walking basal seat 7, the water inlet of the hydraulic turbine 1 is connected by water under high pressure ascending pipe 5 with centrifugal pump 10, the delivery port of the hydraulic turbine 1
It is connected with high-pressure water jet pipe 6, the exit normal of high-pressure water jet pipe 6 is towards silt basin bottom of pond；The water pump 2 is arranged on water
The top of turbine 1, the power output shaft of the power input shaft and the hydraulic turbine 1 of water pump 2 are fixedly connected with；The entrance and mud of the water pump 2
Suction line 3 is connected, and the entrance of mud suction line 3 is towards silt basin bottom of pond；The outlet of the water pump 2 and the phase of mud efferent duct 4
Connection.
The hydraulic turbine 1 and water pump 2 can be replaced by monomer-type turbine pump.
As shown in Fig. 2 a kind of silt basin Accrete clearing device, including power turbine 8, turbocharging pump 9, mud suction line 3,
Mud efferent duct 4, water under high pressure ascending pipe 5, high-pressure water jet pipe 6, floatage-type walking basal seat 7 and centrifugal pump 10；The power whirlpool
Turbine 8 is arranged in floatage-type walking basal seat 7, and the water inlet of power turbine 8 passes through water under high pressure ascending pipe 5 and the phase of centrifugal pump 10
Even, the delivery port of power turbine 8 is connected with high-pressure water jet pipe 6, and the exit normal of high-pressure water jet pipe 6 is towards silt basin
Bottom of pond；The turbocharging pump 9 is arranged on the top of power turbine 8, the power input shaft and power turbine of turbocharging pump 9
8 power output shaft is fixedly connected with；The entrance of the turbocharging pump 9 is connected with mud suction line 3, and mud suction line 3 enters
Mouthful towards silt basin bottom of pond；The outlet of the turbocharging pump 9 is connected with mud efferent duct 4.
The power turbine 8 and turbocharging pump 9 can be replaced by monomer-type turbocharger.
The controller of the floatage-type walking basal seat 7 is arranged on the pond of silt basin on the bank, is floated by controller Remote
The walking motion of power formula walking basal seat 7.
It is additionally provided with filtering slurry machine, feeding mouth and the mud efferent duct 4 of filtering slurry machine on the bank in the pond of silt basin
Outlet is connected, and the water that filters out of filtering slurry machine accesses water under high pressure ascending pipe 5 through centrifugal pump 10, is used as circulation water under high pressure.
It is illustratively of the present utility model below in conjunction with the accompanying drawings to use process：
Accrete clearing device of the present utility model is placed into silt basin (by taking the hydraulic turbine+water pump as an example), first to water under high pressure
Water under high pressure is accessed in ascending pipe 5, water under high pressure enters in the hydraulic turbine 1 through water under high pressure ascending pipe 5, and drives the water wheels in the hydraulic turbine 1
High-speed rotation, it is then spouting by high-pressure water jet pipe 6 again, and directly bottom of pond mud is impacted, make mud softening simultaneously
Mud is mixed into water body in pond；Rotate, synchronous drive water pump 2 is acted, in water pump 2 with the high speed of water wheels in the hydraulic turbine 1
Under driving, mud is taken directly in mud suction line 3, then is entered through water pump 2 in mud efferent duct 4, and eventually through mud
Efferent duct 4 discharges silt basin.For in pond controllers on the bank, it need to only be walked by controller Remote floatage-type
Base 7 is in the regular walking movement of bottom of pond, it is possible to all removes the mud of whole silt basin totally.
Scheme in embodiment simultaneously is not used to limit scope of patent protection of the present utility model, all without departing from the utility model
Carried out by equivalence enforcement or change, be both contained in the scope of the claims of this case.
Claims (6)
- A kind of 1. silt basin Accrete clearing device, it is characterised in that：Including the hydraulic turbine, water pump, mud suction line, mud efferent duct, height Press water ascending pipe, high-pressure water jet pipe, floatage-type walking basal seat and centrifugal pump；The hydraulic turbine is arranged on floatage-type walking basal seat On, the water inlet of the hydraulic turbine is connected by water under high pressure ascending pipe with centrifugal pump, delivery port and the high-pressure water jet pipe phase of the hydraulic turbine Connection, the exit normal of high-pressure water jet pipe is towards silt basin bottom of pond；The water pump is arranged on above the hydraulic turbine, the power of water pump The power output shaft of input shaft and the hydraulic turbine is fixedly connected with；The entrance of the water pump is connected with mud suction line, mud suction line Entrance towards silt basin bottom of pond；The outlet of the water pump is connected with mud efferent duct.
- A kind of 2. silt basin Accrete clearing device according to claim 1, it is characterised in that：The hydraulic turbine and water pump can be by lists Body formula turbine pump is replaced.
- A kind of 3. silt basin Accrete clearing device, it is characterised in that：Including power turbine, turbocharging pump, mud suction line, mud Efferent duct, water under high pressure ascending pipe, high-pressure water jet pipe, floatage-type walking basal seat and centrifugal pump；The power turbine is arranged on In floatage-type walking basal seat, the water inlet of power turbine is connected by water under high pressure ascending pipe with centrifugal pump, power turbine Delivery port is connected with high-pressure water jet pipe, and the exit normal of high-pressure water jet pipe is towards silt basin bottom of pond；The turbocharging Pump is arranged on above power turbine, and the power input shaft of turbocharging pump and the power output shaft of power turbine are fixedly connected with； The entrance of the turbocharging pump is connected with mud suction line, and the entrance of mud suction line is towards silt basin bottom of pond；The whirlpool The outlet of wheel booster pump is connected with mud efferent duct.
- A kind of 4. silt basin Accrete clearing device according to claim 3, it is characterised in that：The power turbine and turbine increase Press pump can be replaced by monomer-type turbocharger.
- A kind of 5. silt basin Accrete clearing device according to claim 1 or 3, it is characterised in that：The floatage-type walking basal seat Controller be arranged on silt basin pond on the bank, pass through the walking motion of controller Remote floatage-type walking basal seat.
- A kind of 6. silt basin Accrete clearing device according to claim 1 or 3, it is characterised in that：Gone back on the bank in the pond of silt basin Filtering slurry machine is provided with, the feeding mouth of filtering slurry machine is connected with the outlet of mud efferent duct, and filtering slurry machine filters out Water accesses water under high pressure ascending pipe through centrifugal pump, is used as circulation water under high pressure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720652744.0U CN206829343U (en) | 2017-06-06 | 2017-06-06 | A kind of silt basin Accrete clearing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720652744.0U CN206829343U (en) | 2017-06-06 | 2017-06-06 | A kind of silt basin Accrete clearing device |
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| CN206829343U true CN206829343U (en) | 2018-01-02 |
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| CN201720652744.0U Active CN206829343U (en) | 2017-06-06 | 2017-06-06 | A kind of silt basin Accrete clearing device |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110947720A (en) * | 2019-11-18 | 2020-04-03 | 中核四川环保工程有限责任公司 | Cleaning device and cleaning method for radioactive sludge storage tank |
| CN112538895A (en) * | 2020-12-23 | 2021-03-23 | 郭晓东 | Dredging system |
| CN113513463A (en) * | 2021-04-09 | 2021-10-19 | 宁波市鄞州区水利水电勘测设计院 | Running water pump station |
| CN115596035A (en) * | 2022-11-25 | 2023-01-13 | 山东省城镇规划建筑设计院有限公司（Cn） | Aerobic modification equipment for deposited sludge |
-
2017
- 2017-06-06 CN CN201720652744.0U patent/CN206829343U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110947720A (en) * | 2019-11-18 | 2020-04-03 | 中核四川环保工程有限责任公司 | Cleaning device and cleaning method for radioactive sludge storage tank |
| CN112538895A (en) * | 2020-12-23 | 2021-03-23 | 郭晓东 | Dredging system |
| CN113513463A (en) * | 2021-04-09 | 2021-10-19 | 宁波市鄞州区水利水电勘测设计院 | Running water pump station |
| CN113513463B (en) * | 2021-04-09 | 2022-11-08 | 宁波市鄞州区水利水电勘测设计院 | Running water pump station |
| CN115596035A (en) * | 2022-11-25 | 2023-01-13 | 山东省城镇规划建筑设计院有限公司（Cn） | Aerobic modification equipment for deposited sludge |
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