CN208003500U - Clarifier for quick containing mud waste water - Google Patents
Clarifier for quick containing mud waste water Download PDFInfo
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- CN208003500U CN208003500U CN201820190051.9U CN201820190051U CN208003500U CN 208003500 U CN208003500 U CN 208003500U CN 201820190051 U CN201820190051 U CN 201820190051U CN 208003500 U CN208003500 U CN 208003500U
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Abstract
The utility model is related to a kind of clarifier for quick containing mud waste water, it includes into pond, sedimentation basin and several screen pipes, wherein, several screen pipes are plugged in this and enter in pond, each screen pipe has water inlet and water outlet, wherein, the water inlet is located at the top of the screen pipe, the water outlet is located at the filtering bottom of the tube, the water inlet is in entering in the inner cavity of pond, the water outlet enters in this below pond, each screen pipe includes the first tipping tube, second tipping tube and sediment tube, wherein, the sediment tube is connected horizontally between first tipping tube and second tipping tube.
Description
Technical field
The utility model is related to a kind of purification of waste water device, particularly relate to a kind of purifying the purification of waste water of mud in waste water
Device.
Background technology
In recent years, with high-grade highway, railway, urban track traffic and the construction of extensive diversion works, tunnel
Construction is increasingly universal.Mountain ridge tunnel construction generally mostly occurs in mountain area, is located in the production doab of natural water, the headwater region at water source,
Even drinking water source protection zone, urban track traffic tunnel construction generally mostly occur urban population densely.How to solve
Certainly tunnel construction waste water is effectively treated, and is the engineering problem with generality, inrush during tunneling waste water can generally produce
Raw two class waste water：The waste water that inrush during tunneling generates, waste water of referred to as constructing；With the tunnel gushing and country rock of work progress
Infiltration is gushed in infiltration, referred to as construction；The two is referred to as work progress waste water, generated during tunnel construction to construct
Its sediment charge of journey waste water is big, and carrying out wastewater treatment using traditional sewage treatment equipment often occurs to block cleaning equipment
Situation, and this is the major defect for traditional technology.
Utility model content
The utility model provides a kind of clarifier for quick containing mud waste water, the silt being used in filtered wastewater, this practicality
Novel to be filtered by suction in pipe by the way of precipitation silt using dredging tube, the rate of filtration is very fast, and filter efficiency is high, and this is for this
The main purpose of utility model.
Technical solution used by the utility model is：Clarifier for quick containing mud waste water comprising enter pond, sedimentation basin
And several screen pipes, wherein it includes oral siphon, bottom plate and side wall that this, which enters pond, which is fixedly installed on which floor plate,
By the bottom plate and the side wall around being formed into pond inner cavity, which is arranged in the sidewall bottom, which enters with this
Pond inner cavity is connected, and several spliced eyes are offered on the bottom plate, and several screen pipe one-to-one correspondence are plugged in the spliced eye,
Each screen pipe has water inlet and water outlet, wherein the water inlet is located at the top of the screen pipe, the water outlet position
In the filtering bottom of the tube, which enters in this in the inner cavity of pond, which enters in this below pond.
Each screen pipe includes the first tipping tube, the second tipping tube and sediment tube, wherein the sediment tube is horizontal
It is connected between first tipping tube and second tipping tube, which has the first water inlet and the first water outlet
Mouthful, the water inlet of the screen pipe is arranged in first water inlet, which is located above first water outlet, should
There is second tipping tube the second water inlet and the second water outlet, the water outlet of the screen pipe to be arranged in second water outlet
Place, second water inlet are located above second water outlet, which has sediment tube water inlet and sediment tube water outlet,
The sediment tube water inlet and the sediment tube water outlet are separately positioned on the sediment tube both ends, wherein the sediment tube water inlet with
First water outlet is connected, which is connected with second water inlet, which is plugged with suction mud
Pipe.
Sedimentation basin setting corresponding with several screen pipes enters at this below pond, which flows out with clear water
Pipe, which is connected to the sedimentation basin top side wall, and when specific implementation, which second inclines with this
Inclined tube is mutually parallel, and the end of the dredging tube is arranged on the bottom surface of the sediment tube.
The beneficial effects of the utility model are：When utility model works, waste water is flowed into this by the oral siphon
Entering in pond, waste water liquid level is gradually increasing in this enters pond, when waste water liquid level is higher than the water inlet of the screen pipe, waste water
It is flowed from above to below along the screen pipe, when waste water flows through the sediment tube, since the sediment tube is horizontal, so
Waste water flow rate slows down in the sediment tube, and this moment, the bulky grain silt in waste water rests on the bottom surface of the sediment tube, this
When, dredging tube work will stay on the extraction of the silt on the sediment tube bottom surface, and what is flowed out from the water outlet of the screen pipe is useless
Water flows directly into the sedimentation basin, and waste water carries out secondary precipitation in the sedimentation basin, clear water by above the sedimentation basin this is clear
Flow outlet pipe is flowed out to have the function that silt in fast filtering waste water.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the structural schematic diagram of the utility model screen pipe.
Specific implementation mode
As shown in Fig. 1 to 2, clarifier for quick containing mud waste water comprising enter pond 10, sedimentation basin 20 and several filterings
Pipe 30, wherein it includes oral siphon 11, bottom plate 12 and side wall 13 that this, which enters pond 10, which is fixed at the bottom plate 12
On, by the bottom plate 12 and the side wall 13 around being formed into pond inner cavity 14, the oral siphon 11 setting, should in 13 bottom of side wall
Oral siphon 11 enters pond inner cavity 14 with this and is connected, and several spliced eyes 15 are offered on the bottom plate 12.
Several screen pipe 30 one-to-one correspondence are plugged in the spliced eye 15.
Each screen pipe 30 has water inlet 31 and water outlet 32, wherein the water inlet 31 is located at the filtering
30 top of pipe, the water outlet 32 are located at 30 bottom of screen pipe.
The water inlet 31 is in this and enters in pond inner cavity 14, which is in this and enters 10 lower section of pond.
Each screen pipe 30 includes the first tipping tube 40, the second tipping tube 50 and sediment tube 60, wherein this is heavy
Shallow lake pipe 60 is connected horizontally between first tipping tube 40 and second tipping tube 50.
There is first tipping tube 40 first water inlet and the first water outlet, the water inlet 31 of the screen pipe 30 to be arranged
In first water inlet, which is located above first water outlet.
There is second tipping tube 50 second water inlet and the second water outlet, the water outlet 32 of the screen pipe 30 to be arranged
In second water outlet, which is located above second water outlet.
The sediment tube 60 has sediment tube water inlet and sediment tube water outlet, the sediment tube water inlet and the sediment tube
Water outlet is separately positioned on 60 both ends of sediment tube, wherein the sediment tube water inlet is connected with first water outlet, the precipitation
Pipe water outlet is connected with second water inlet, which is plugged with dredging tube 70.
The sedimentation basin 20 setting corresponding with several screen pipes 30 enters at this below pond 10, which has clear
Flow outlet pipe 21, the clear water effuser 21 are connected to 20 top side wall of sedimentation basin.
When specific implementation, which is mutually parallel with second tipping tube 50, the dredging tube 70
End is arranged on the bottom surface of the sediment tube 60.
As shown by the arrows in Figure 1, when utility model works, waste water is flowed into this by the oral siphon 11 and enters pond
In 10, waste water liquid level is gradually increasing in this enters pond 10, when waste water liquid level is higher than the water inlet 31 of the screen pipe 30, is given up
Water is flowed from above to below along the screen pipe 30, when waste water flows through sediment tube 60, since the sediment tube 60 is in level
Position, so waste water flow rate slows down in the sediment tube 60, this moment, the bulky grain silt in waste water rests on the sediment tube
On 60 bottom surface, at this point, the dredging tube 70 work will stay on the extraction of the silt on 60 bottom surface of sediment tube.
The waste water flowed out from the water outlet 32 of the screen pipe 30 flows directly into the sedimentation basin 20, and waste water is in the sedimentation basin
Secondary precipitation is carried out in 20, clear water is flowed out by the clear water effuser 21 of 20 top of sedimentation basin to reach fast filtering waste water
The effect of middle silt.
Claims (3)
1. clarifier for quick containing mud waste water, it is characterised in that：Including entering pond, sedimentation basin and several screen pipes, wherein should
It includes oral siphon, bottom plate and side wall to enter pond, which is fixedly installed on which floor plate, is surrounded by the bottom plate and the side wall
It is formed into pond inner cavity, which is arranged in the sidewall bottom, which enters pond inner cavity with this and be connected, on the bottom plate
Several spliced eyes are offered,
Several screen pipe one-to-one correspondence are plugged in the spliced eye, each screen pipe has water inlet and water outlet
Mouthful, wherein the water inlet is located at the top of the screen pipe, which is located at the filtering bottom of the tube, which enters water in this
In the inner cavity of pond, which enters in this below pond,
Each screen pipe includes the first tipping tube, the second tipping tube and sediment tube, wherein the sediment tube horizontal connection
Between first tipping tube and second tipping tube, which has the first water inlet and the first water outlet, should
The water inlet of screen pipe is arranged in first water inlet, which is located above first water outlet, this second
Tipping tube has the second water inlet and the second water outlet, the water outlet setting of the screen pipe, should in second water outlet
Second water inlet is located above second water outlet,
The sediment tube has sediment tube water inlet and sediment tube water outlet, the sediment tube water inlet and the sediment tube water outlet
It is separately positioned on the sediment tube both ends, wherein the sediment tube water inlet is connected with first water outlet, the sediment tube water outlet
It is connected with second water inlet, which is plugged with dredging tube, and the sedimentation basin is corresponding with several screen pipes to be set
It sets and enters below pond at this, which there is clear water effuser, the clear water effuser to be connected to the sedimentation basin top side wall.
2. clarifier for quick containing mud waste water as described in claim 1, it is characterised in that：First tipping tube second inclines with this
Inclined tube is mutually parallel.
3. clarifier for quick containing mud waste water as described in claim 1, it is characterised in that：The end of the dredging tube is arranged at this
On the bottom surface of sediment tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820190051.9U CN208003500U (en) | 2018-02-05 | 2018-02-05 | Clarifier for quick containing mud waste water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820190051.9U CN208003500U (en) | 2018-02-05 | 2018-02-05 | Clarifier for quick containing mud waste water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208003500U true CN208003500U (en) | 2018-10-26 |
Family
ID=63885070
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820190051.9U Active CN208003500U (en) | 2018-02-05 | 2018-02-05 | Clarifier for quick containing mud waste water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208003500U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109173361A (en) * | 2018-10-31 | 2019-01-11 | 甘肃省治沙研究所 | A kind of silt rapid precipitation Water-sand separator |
-
2018
- 2018-02-05 CN CN201820190051.9U patent/CN208003500U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109173361A (en) * | 2018-10-31 | 2019-01-11 | 甘肃省治沙研究所 | A kind of silt rapid precipitation Water-sand separator |
| CN109173361B (en) * | 2018-10-31 | 2023-12-26 | 甘肃省治沙研究所 | Sediment rapid precipitation water-sediment separator |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230907 Address after: 061800 North of Wei2 Road, Songmen Industrial Park, Wuqiao County Economic Development Zone, Cangzhou City, Hebei Province Patentee after: YINRUI HEBEI CHEMICAL TECHNOLOGY Co.,Ltd. Address before: 430000, 1 Chezhan Road, Jiang'an District, Wuhan City, Hubei Province Patentee before: Liu Jinchao |
|
| TR01 | Transfer of patent right |