CN205346920U - Water treatment system - Google Patents
Water treatment system Download PDFInfo
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- CN205346920U CN205346920U CN201521084826.7U CN201521084826U CN205346920U CN 205346920 U CN205346920 U CN 205346920U CN 201521084826 U CN201521084826 U CN 201521084826U CN 205346920 U CN205346920 U CN 205346920U
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Abstract
The utility model discloses a water treatment system, it includes that in -take pump, flocculation basin, sedimentation tank, clarified water pump, clean water basin and suspended solid deposit the gathering pond, in -take pump, flocculation basin, sedimentation tank, clean water basin loop through the tube coupling, be equipped with pipe chute precipitation equipment in the sedimentation tank. The advantage: simple structure, the preparation is convenient, low in production cost, realize rivers and deposit the suspended solid split -flow, improve and deposit the effect, really accomplish water and suspended solid at any time, in succession, level and smooth, swift separation, it is good to go out water quality of water, improves and subsides the effect, can reduce the degree of difficulty of upper track flocculation process, reduces resource consumption, reduces water purification cost input, the portion is equipped with the scavenge pipe at the slip nose, and assurance sedimentation of suspension thing is all discharged through the mud pipe downwards along the slip pipe, and it is convenient, thorough to wash, prevent that the suspended solid that the muddy water deposits the portion is drawn into the sediment tube again, improves settling efficiency, through improving the treatment effeciency that settling efficiency improves whole water treatment system.
Description
Technical field:
This utility model relates to water-treatment technology field, specifically a kind of water treatment system of design.
Background technology:
The sedimentation tank of traditional water treatment system adopts inclined structure (inclined tube or swash plate) to carry out the separation of water and float, tradition inclined structure sedimentation belongs to anisotropic flow and arranges, namely current and precipitate coexist in same pipeline environment, and clear water is to upper reaches, and float is heavy to gliding.The tradition inclined structure sedimentation time is long, causes water treatment system overall treatment efficiency low；Owing to precipitation pathways is longer, the current flowed up are very easily disturbance and taking away to the heavy sedimentation of suspension thing that glides, the water quality inferiority after process then, causes the water quality inferiority after process, so-called race vitriol phenomenon occurs, causes cost of project implementation high；And easily progressively blocking pipeline at inclined structure deposited atop, the upper track flocculation operation strengthening during water processes to prevent blocking pipeline from needing, resource consumption is big, and cost of water treatment is high.Occurring in that a kind of deposition sloped tube on market, be provided with the dividing plate being provided with mudhole, inclined tube is divided into upper and lower two spaces inside inclined tube, sedimentation of suspension thing falls in the inclined tube below dividing plate through mudhole；This inclined tube can not Jiang Shui and mud be completely separated, dividing plate between adjacent mudhole still has sedimentation of suspension thing, slip weak effect, current are the sedimentation of suspension thing on the space bar of the meeting adjacent mudhole of disturbance in the process that the inclined tube above dividing plate rises, again being stirred by sedimentation of suspension thing, sedimentation effect is poor；The sewage draining exit of this deposition sloped tube muddy water water inlet and sedimentation of suspension thing is close to, and partial suspended sediment can be involved in inclined tube by muddy water again, reduces settling efficiency；It addition, part current can rise along the inclined tube below dividing plate, take away partial suspended sediment, together discharge with clear water, affect sedimentation effect.
Utility model content:
The purpose of this utility model is in that providing a kind of can precipitate sharp separation by water and float, improve the tube settling segregation apparatus of settling efficiency.
The purpose of this utility model is implemented by following technical scheme: a kind of water treatment system, it includes water pump, flocculation basin, sedimentation tank, clear water reserviors and float precipitation and assembles pond, described water pump, described flocculation basin, described sedimentation tank, described clear water reserviors pass sequentially through pipeline and connect, and assemble pond by pipeline with described float precipitation and be connected bottom described sedimentation tank；Being provided with tube settling segregation apparatus in described sedimentation tank, described tube settling segregation apparatus includes more than two inclined tube main bodys arranged into an array, and the angle between described inclined tube main body and described horizontal plane is α；Described inclined tube main body includes precipitation tube and side by side parallel is fixed on the slip pipe below described precipitation tube, and described precipitation tube and the sidewall of described slip pipe laminating are communicated with described precipitation tube and the slip road of described slip pipe；It is respectively equipped with bottom at described slip pipe top and connects the cleaning pipe and discharge pipeline arranged with described slip pipe.
α is 50 ° to 70 °.
Described precipitation tube cross section is polygon or circle.
Described slip tube section is polygon or circle.
Described precipitation tube and described slip pipe are into a single integrated structure.
Described precipitation tube cross section is hexagonal, described slip tube section is tetragon, the top board of the bottom plate of described precipitation tube and described slip pipe is same end edge, and described precipitation tube overlaps with an end edge of described slip pipe setting, and the described precipitation tube end edge that overlaps with described slip pipe forms described slip road；Described precipitation tube includes upper head plate, is respectively equipped with the side upper plate of one piece of downward-sloping setting in described upper head plate two side ends, is provided with the side lower plate of one piece of downward-sloping setting every piece described on side upper plate bottom end face；Described slip pipe includes base plate, and described base plate and described upper head plate be arranged in parallel, and described base plate is equal with the width of described upper head plate；It is respectively equipped with one piece of side base plate arranged that is inclined upwardly in described base plate two side ends；Described side lower plate bottom end face and described side base top end surface are integrally fixed structure.
The described side lower plate of the described side upper plate of homonymy, described side base plate and opposite side be arranged in parallel.
The width of described side lower plate is equal to the width sum of side upper plate described in opposite side with described side base plate.
Advantage of the present utility model: simple in construction, easy to make, production cost is low；Precipitation tube and slip pipe are separated by slip passage, reduce the current interference to slip, realize current and the separately flowing of precipitation float, improve sedimentation effect, be truly realized water and float at any time, continuously, smooth, fast separate, effluent quality is good, improve effect of settling, the difficulty of upper track flocculation operation can be reduced, reduce resource consumption, reduce water purification cost and put into；Cleaning pipe it is provided with at slip pipe top, on the one hand, being possible to prevent in slip pipe part sedimentation of suspension thing is together discharged by top with clear water, ensure that sedimentation of suspension thing is discharged down through discharge pipeline all along slip pipe, on the other hand, when slip pipe silts up, available high-pressure water pipe feedwater is carried out, easy to clean, thorough；Being provided with discharge pipeline bottom slip pipe, the sewage draining exit of discharge pipeline is lower than the muddy water entrance of precipitation tube, it is ensured that the precipitation float of discharge falls into float precipitation accumulation regions, it is prevented that the float that portion is precipitated by muddy water is involved in precipitation tube again, improves settling efficiency；The treatment effeciency of whole water treatment system is improved by improving settling efficiency.
Accompanying drawing illustrates:
Fig. 1 is overall structure schematic diagram of the present utility model.
Fig. 2 is tube settling segregation apparatus structural representation.
Fig. 3 is the schematic cross-section of tube settling segregation apparatus.
Fig. 4 is inclined tube agent structure schematic diagram.
Fig. 5 is the schematic cross-section of inclined tube main body.
Water pump 1, flocculation basin 2, sedimentation tank 3, clear water reserviors 4, float precipitation is assembled pond 5, tube settling segregation apparatus 6, inclined tube main body 61, precipitation tube 611, slip pipe 612, slip road 613, is cleaned pipe 614, discharge pipeline 615, upper head plate 611-1, side upper plate 611-2, side lower plate 611-3, base plate 612-1, side base plate 612-2.
Detailed description of the invention:
As shown in Figures 1 to 5, a kind of water treatment system, it includes water pump 1, flocculation basin 2, sedimentation tank 3, clear water reserviors 4 and float precipitation and assembles pond 5, water pump 1, flocculation basin 2, sedimentation tank 3, clear water reserviors 4 pass sequentially through pipeline and connect, and assemble pond 5 by pipeline with float precipitation and be connected bottom sedimentation tank 4；Tube settling segregation apparatus 6 it is provided with in sedimentation tank 3, tube settling segregation apparatus 6 includes 18 inclined tube main bodys 61 arranged into an array, inclined tube main body 61 includes precipitation tube 611 and side by side parallel is fixed on the slip pipe 612 below precipitation tube 611, precipitation tube 611 and slip pipe 612 are into a single integrated structure, easy to make, production cost is low；By inclined tube main body 61 slant setting in sedimentation tank 3, angle between inclined tube main body 61 and horizontal plane is α, α is 60 °, current flow obliquely upward in precipitation tube 611, float in current is under the combined effect of current and gravity, oliquely downward rapid precipitation, has the precipitate and separate effect of the best；The sidewall that precipitation tube 611 and slip pipe 612 are fitted is communicated with the slip road 613 of precipitation tube 611 and slip pipe 612；Precipitation tube 611 and slip pipe 612 are separated by slip road 613, reduce the current interference to sedimentation of suspension thing, it is achieved current and sedimentation of suspension thing be flowing separately, improve sedimentation effect, be truly realized water and float at any time, continuously, smooth, fast separate；Sedimentation of suspension thing can be perpendicular to precipitation tube 611 pipe axis and enter slip pipe 612 through slip road 613；It is respectively equipped with bottom at slip pipe 612 top and connects the cleaning pipe 614 and discharge pipeline 615 arranged with slip pipe 612；Becoming liquid geo-stationary environment in slip pipe 612, sedimentation of suspension thing is undisturbed downward landing in slip pipe 612, imports the float precipitation accumulation regions bottom sedimentation tank 3 through discharge pipeline 615, is finally discharged by sludge pump；During installation, cleaning pipe 614 top is made to be placed in above the water surface through the water surface, cleaning pipe 614 top is connected with high-pressure water pipe, on the one hand, being possible to prevent in slip pipe 612 part sedimentation of suspension thing is together discharged by top with clear water, ensure that sedimentation of suspension thing is discharged down through discharge pipeline 615 all along slip pipe 612, on the other hand, when slip pipe 612 silts up, available high-pressure water pipe feedwater is carried out, easy to clean, clean thoroughly.
In order to make sedimentation tank inner space have maximum utilization ratio, precipitation tube 611 and slip pipe 612 are carried out following design:
Precipitation tube 611 cross section is hexagonal, slip pipe 612 cross section is tetragon, the top board of the bottom plate of precipitation tube 611 and slip pipe 612 is same end edge, and precipitation tube 611 overlaps with an end edge of slip pipe 612 setting, and precipitation tube 611 overlaps with slip pipe 612 end edge formation slip road 613；Precipitation tube 611 includes upper head plate 611-1, is respectively equipped with the side upper plate 611-2 of one piece of downward-sloping setting in upper head plate 611-1 two side ends, is provided with the side lower plate 611-3 of one piece of downward-sloping setting on every piece of side upper plate 611-2 bottom end face；Slip pipe 612 includes base plate 612-1, base plate 612-1 and upper head plate 611-1 and be arranged in parallel, and base plate 612-1 is equal with the width of upper head plate 611-1；It is respectively equipped with one piece of side base plate 612-2 arranged that is inclined upwardly in base plate 612-1 two side ends；Side lower plate 611-3 bottom end face and base plate 612-2 top, side end face are integrally fixed structure；The side lower plate 611-3 of the side upper plate 611-2 of homonymy, side base plate 612-2 and opposite side be arranged in parallel；The width of the side lower plate 611-3 width sum equal to opposite side side upper plate 611-2 and side base plate 612-2；
During installation, make side upper plate 611-2 just fit with the junction of the side lower plate 611-3 of adjacent inclined tube main body 61 and side base plate 612-2 with the junction of side lower plate 611-3, how to adopt aforesaid way fixed installation can realize the peak use rate of sedimentation tank 3 inner space with inclined tube main body 61.
Job description: the water inlet end of water pump 1 is connected with water source by pipeline, water intaking is pumped into flocculation basin 2 by water pump 1, the horizontal plane of flocculation basin 2 is higher than sedimentation tank 3, liquid-level difference principle is utilized to be entered in sedimentation tank 3 by flocculation basin 2 muddy water out, muddy water rises along tube settling segregation apparatus 6 in sedimentation tank 3, float in muddy water rapid precipitation under the reasonable function of gravity and current in precipitation separation device 6, clear water flows up along the precipitation tube 611 of precipitation separation device 6, and sedimentation of suspension thing is along slip pipe 612 to downslide；Final clear water enters in clear water reserviors 4 under the effect of liquid level difference, and sedimentation of suspension thing enters float precipitation under gravity to be assembled in pond 5.
Claims (8)
1. a water treatment system, it is characterized in that, it includes water pump, flocculation basin, sedimentation tank, clear water reserviors and float precipitation and assembles pond, described water pump, described flocculation basin, described sedimentation tank, described clear water reserviors pass sequentially through pipeline and connect, and assemble pond by pipeline with described float precipitation and be connected bottom described sedimentation tank；Being provided with tube settling segregation apparatus in described sedimentation tank, described tube settling segregation apparatus includes more than two inclined tube main bodys arranged into an array, and the angle between described inclined tube main body and horizontal plane is α；Described inclined tube main body includes precipitation tube and side by side parallel is fixed on the slip pipe below described precipitation tube, and described precipitation tube and the sidewall of described slip pipe laminating are communicated with described precipitation tube and the slip road of described slip pipe；It is respectively equipped with bottom at described slip pipe top and connects the cleaning pipe and discharge pipeline arranged with described slip pipe.
2. a kind of water treatment system according to claim 1, it is characterised in that α is 50 ° to 70 °.
3. a kind of water treatment system according to claim 1, it is characterised in that described precipitation tube cross section is polygon or circle.
4. a kind of water treatment system according to claim 1, it is characterised in that described slip tube section is polygon or circle.
5. according to the arbitrary described a kind of water treatment system of Claims 1-4, it is characterised in that described precipitation tube and described slip pipe are into a single integrated structure.
6. a kind of water treatment system according to claim 5, it is characterized in that, described precipitation tube cross section is hexagonal, described slip tube section is tetragon, the top board of the bottom plate of described precipitation tube and described slip pipe is same end edge, described precipitation tube overlaps with an end edge of described slip pipe setting, and the described precipitation tube end edge that overlaps with described slip pipe forms described slip road；Described precipitation tube includes upper head plate, is respectively equipped with the side upper plate of one piece of downward-sloping setting in described upper head plate two side ends, is provided with the side lower plate of one piece of downward-sloping setting every piece described on side upper plate bottom end face；Described slip pipe includes base plate, and described base plate and described upper head plate be arranged in parallel, and described base plate is equal with the width of described upper head plate；It is respectively equipped with one piece of side base plate arranged that is inclined upwardly in described base plate two side ends；Described side lower plate bottom end face and described side base top end surface are integrally fixed structure.
7. a kind of water treatment system according to claim 6, it is characterised in that the described side lower plate of the described side upper plate of homonymy, described side base plate and opposite side be arranged in parallel.
8. according to the arbitrary described a kind of water treatment system of claim 6 or 7, it is characterised in that the width of described side lower plate is equal to the width sum of side upper plate described in opposite side with described side base plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521084826.7U CN205346920U (en) | 2015-12-23 | 2015-12-23 | Water treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521084826.7U CN205346920U (en) | 2015-12-23 | 2015-12-23 | Water treatment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205346920U true CN205346920U (en) | 2016-06-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521084826.7U Active CN205346920U (en) | 2015-12-23 | 2015-12-23 | Water treatment system |
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| CN (1) | CN205346920U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114768315A (en) * | 2022-04-25 | 2022-07-22 | 重庆水务集团股份有限公司 | Prevent sedimentation tank of flocculation deposit |
-
2015
- 2015-12-23 CN CN201521084826.7U patent/CN205346920U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114768315A (en) * | 2022-04-25 | 2022-07-22 | 重庆水务集团股份有限公司 | Prevent sedimentation tank of flocculation deposit |
| CN114768315B (en) * | 2022-04-25 | 2023-09-05 | 重庆水务集团股份有限公司 | Sedimentation tank for preventing flocculation deposition |
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| GR01 | Patent grant |