CN205850325U - Strain ability of swimming to give up muddy water recovery pond - Google Patents
Strain ability of swimming to give up muddy water recovery pond Download PDFInfo
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- CN205850325U CN205850325U CN201620873106.7U CN201620873106U CN205850325U CN 205850325 U CN205850325 U CN 205850325U CN 201620873106 U CN201620873106 U CN 201620873106U CN 205850325 U CN205850325 U CN 205850325U
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- mud
- partition wall
- sinking area
- water
- recovery pond
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Abstract
The utility model discloses one to strain ability of swimming and give up muddy water recovery pond, including recovery pond body, recovery pond body is divided into mud-sinking area and gathering ground by partition wall, the diapire of mud-sinking area is obliquely installed along partition wall gradually downward to offside pool wall direction, pontoon type decanting device and upright guide rail it is provided with in mud-sinking area, pontoon type decanting device slides with upright guide rail and is connected, and the outlet of pontoon type decanting device is connected with aqueduct, and aqueduct seals and is located in partition wall and extends to described gathering ground；It is provided with muddy water inlet tube in mud-sinking area, mud-sinking area sidewall is provided with the sludge outlet pipe being connected with sludge pump, two side, mud-sinking area is installed with submersible type sludge stirring machine respectively；The secondary water outlet pipe being connected with recovered water pump it is provided with in gathering ground.This utility model simple in construction, reclaims the secondary water water quality obtained and the water yield is more stable, and construction costs and the operation cost of equipment are the cheapest simultaneously.
Description
Technical field
This utility model relates to water treatment plant and gives up Slurry treatment technical field, especially relates to one and strains the ability of swimming muddy water that gives up and reclaim
Pond.
Background technology
Along with the growth of China's economic strength, various places government environmental consciousness, the reinforcement of consciousness of saving water, nearly 2800 cities of China
Waterworks, city will improve water for drainage slurry engineering from now on successively, for entering flocculation sedimentation tank spoil disposal and filter back washing draining
Row processes and recycles, it is ensured that water treatment plant's safe operation, reduces water factory's operation cost.But, existing recycling facility mud,
Water separation poor effect, the water quality variation of recycle-water is relatively big, and secondary utilizing status is the best.
Summary of the invention
For solving problem above, this utility model provides one to strain ability of swimming and gives up muddy water recovery pond.
For achieving the above object, this utility model can take following technical proposals:
Ability of swimming of straining described in the utility model gives up muddy water recovery pond, including recovery pond body, described recovery pond this most internal sets
Being equipped with partition wall, recovery pond body is divided into mud-sinking area and gathering ground by described partition wall, and the diapire of described mud-sinking area is along partition wall
It is obliquely installed gradually downward to offside pool wall direction, at partition wall, is provided with pontoon type decanting device in mud-sinking area and activity is inserted
Equipped with the upright guide rail of spacer pin, the floating drum of described pontoon type decanting device slides with described upright guide rail and is connected, pontoon type decanting
The outlet of device is connected with aqueduct, and described aqueduct includes that the first metal tube, flexible pipe and the band that are sequentially communicated are valvular
Second metal tube, described second metal tube is sealingly disposed in partition wall and extends to described gathering ground；In mud-sinking area away from every
It is provided with the muddy water inlet tube corresponding with pontoon type decanting device position, near described muddy water inlet pipes on the pool wall of disconnected wall
The sludge outlet pipe being connected with sludge pump it is provided with, the two side, mud-sinking area at pontoon type decanting device on the sidewall of mud-sinking area
Upper it is installed with submersible type sludge stirring machine respectively；It is connected with recovered water pump away from being provided with on the pool wall of partition wall in gathering ground
Secondary water outlet pipe.
What this utility model provided strain ability of swimming gives up muddy water recovery pond, simple in construction, and easy to use, maintenance cost is low, it is possible to
Energy-conservation, efficiently and reliably collect the supernatant in recovery pond, reclaim the secondary water water quality obtained and the water yield be more stable, simultaneously
Construction costs and the operation cost of equipment are the cheapest.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the vertical view structure schematic diagram of Fig. 1.
Fig. 3 is A portion enlarged drawing in Fig. 1.
Detailed description of the invention
As Figure 1-3, ability of swimming of straining described in the utility model gives up muddy water recovery pond, including the recovery of steel-concrete structure
Pond body, is provided with partition wall 1 in it, recovery pond body is divided into mud-sinking area 2 and gathering ground 3 by partition wall 1.The end of mud-sinking area 2
Wall 201 is obliquely installed along partition wall 1 gradually downward to offside pool wall direction, is conducive to heavy mud along diapire 201 incline direction to dirt
Flow at mud outlet 11.At partition wall 1, pontoon type decanting device 4 is installed in mud-sinking area 2 and activity is fitted with spacer pin 5
(as shown in Figure 3) upright guide rail 6, the floating drum of pontoon type decanting device 4 slides with upright guide rail 6 and is connected, pontoon type decanting device 4
Outlet is connected with aqueduct 7.Offer multiple preset hole on above-mentioned upright guide rail 6, according to actual condition, spacer pin 5 is inserted
Being contained in appropriate bore position, the floating drum of pontoon type decanting device 4 swims on the water surface, and moves up and down along upright guide rail 6 with SEA LEVEL VARIATION,
Being limited by spacer pin 5, pontoon type decanting device 4 has certain activity interval, it is to avoid mud is decanted in secondary water by water decanter,
Fully ensure that the water quality of secondary water.Above-mentioned aqueduct 7 includes the first metal tube being sequentially communicated, flexible pipe and with the of valve 8
Two metal tubes, the second metal tube seals and is located in partition wall 1 and extends to gathering ground 3.The length of the flexible pipe of interlude coordinates
The fluctuation area of water decanter is chosen, so that water decanter floating drum can be freely lifted, the unimpeded flowing of secondary water is advisable.In mud-sinking area 2
The muddy water inlet tube 9 corresponding with pontoon type decanting device 4 position it is provided with, near muddy water import on pool wall away from partition wall 1
It is provided with, on mud-sinking area 2 sidewall at pipe 9, the sludge outlet pipe 11 being connected with sludge pump 10, at pontoon type decanting device 4
Two side, mud-sinking area 2 on be installed with submersible type sludge stirring machine 12a, 12b respectively；Away from the pool wall of partition wall 1 in gathering ground 3
On be provided with the secondary water outlet pipe 14 being connected with recovered water pump 13.Submersible type sludge stirring machine 12a, 12b are separately positioned on
Both sides, mud-sinking area 2, it is possible to deposition, beneficially deposition at the bottom of agitation pond are flowed to sludge outlet pipe 11 direction fully.
During use, first the valve 8 of aqueduct 7 is closed, make sludge water enter mud-sinking area 2 from muddy water inlet tube 9.Along with pond
Interior water level rises, and the floating drum of pontoon type decanting device 4 rises along guide rail 6.Sludge water is after the quiet heavy 2-4h in mud-sinking area 2, and solid-liquid is progressively
Separating, mud is deposited in bottom mud-sinking area 2, and top is supernatant.Now opening the valve 8 of aqueduct 7, in pond, supernatant is along water guide
Pipe 7 enters gathering ground 3.After gathering ground 3 water level arrives certain position, start the recycle-water being connected with secondary water outlet pipe 14
Pump 13, makes supernatant supercharging be back in water treatment plant's well, recycling.Along with water level decreasing, the floating drum of pontoon type decanting device 4
Drop to, along guide rail 6, the preset height that spacer pin 5 limits, close valve 8 and the recovered water pump 13 of aqueduct 7.Dirty when next time
After muddy water enters cell body, repeat above operation.When deposition reaches certain thickness bottom mud-sinking area 2, start submersible type mud and stir
Mix machine 12a, 12b and sludge pump 10 discharges bed mud in pond from sludge outlet pipe 11.
This utility model can the supernatant of uniform collection mud-sinking area 2 from top to bottom, and need not external force, only by float-type
Water decanter 4 floating drum buoyancy on the water surface runs automatically；Can regulate according to the water quality condition of water treatment plant's Various Seasonal sludge water
Floating drum traffic coverage, thus reasonably control waste water reclamation amount and heavy mud discharge capacity in pond；Simultaneously according to operating condition conditioning of mud
Pump opening times every day, reduces operating cost.This utility model has feature energy-conservation, reliable, efficient, reclaims two obtained
Secondary water quality stabilizing, unit engineering cost is low, maintenance load is little, and operational management is convenient.
Claims (1)
1. strain ability of swimming to give up a muddy water recovery pond, including recovery pond body, it is characterised in that: described recovery pond this most internal is provided with
Partition wall (1), recovery pond body is divided into mud-sinking area (2) and gathering ground (3), the end of described mud-sinking area (2) by described partition wall (1)
Wall (201) is obliquely installed along partition wall (1) gradually downward to offside pool wall direction, sets near partition wall (1) place in mud-sinking area (2)
It is equipped with pontoon type decanting device (4) and activity is fitted with the upright guide rail (6) of spacer pin (5), described pontoon type decanting device (4) floating
Cylinder slides with described upright guide rail (6) and is connected, and the outlet of pontoon type decanting device (4) is connected with aqueduct (7), described water guide
Pipe (7) includes the first metal tube, flexible pipe and the second metal tube with valve (8) being sequentially communicated, and described second metal tube is close
Envelope is arranged in partition wall (1) and extends to described gathering ground (3)；Arrange away from the pool wall of partition wall (1) in mud-sinking area (2)
There is the muddy water inlet tube (9) corresponding with pontoon type decanting device (4) position, near the mud-sinking area at described muddy water inlet tube (9) place
(2) the sludge outlet pipe (11) being connected with sludge pump (10) it is provided with on sidewall, near the heavy mud at pontoon type decanting device (4) place
Submersible type sludge stirring machine (12a, 12b) it is installed with respectively on district (2) two side；Away from the pond of partition wall (1) in gathering ground (3)
The secondary water outlet pipe (14) being connected with recovered water pump (13) it is provided with on wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620873106.7U CN205850325U (en) | 2016-08-13 | 2016-08-13 | Strain ability of swimming to give up muddy water recovery pond |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620873106.7U CN205850325U (en) | 2016-08-13 | 2016-08-13 | Strain ability of swimming to give up muddy water recovery pond |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205850325U true CN205850325U (en) | 2017-01-04 |
Family
ID=57593923
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620873106.7U Active CN205850325U (en) | 2016-08-13 | 2016-08-13 | Strain ability of swimming to give up muddy water recovery pond |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205850325U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106075965A (en) * | 2016-08-13 | 2016-11-09 | 黄河勘测规划设计有限公司 | Strain ability of swimming to give up muddy water recovery pond |
| CN110436596A (en) * | 2019-09-05 | 2019-11-12 | 辽宁城建设计院有限公司 | A kind of processing of combined type backwashing water and reclaiming system |
-
2016
- 2016-08-13 CN CN201620873106.7U patent/CN205850325U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106075965A (en) * | 2016-08-13 | 2016-11-09 | 黄河勘测规划设计有限公司 | Strain ability of swimming to give up muddy water recovery pond |
| CN110436596A (en) * | 2019-09-05 | 2019-11-12 | 辽宁城建设计院有限公司 | A kind of processing of combined type backwashing water and reclaiming system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 450003 Jinshui Road 109, Zhengzhou City, Henan Province Patentee after: Yellow River Survey Planning and Design Research Institute Co., Ltd. Address before: 450003 Jinshui Road 109, Zhengzhou City, Henan Province Patentee before: Yellow River Engineering Consulting Co., Ltd. |