CN105457347A - Inclined tube sedimentation and separation device - Google Patents
Inclined tube sedimentation and separation device Download PDFInfo
- Publication number
- CN105457347A CN105457347A CN201510978185.8A CN201510978185A CN105457347A CN 105457347 A CN105457347 A CN 105457347A CN 201510978185 A CN201510978185 A CN 201510978185A CN 105457347 A CN105457347 A CN 105457347A
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- Prior art keywords
- tube
- sediment
- mud
- plate
- slip pipe
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/02—Settling tanks with single outlets for the separated liquid
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/0039—Settling tanks provided with contact surfaces, e.g. baffles, particles
- B01D21/0051—Plurality of tube like channels
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- Chemical Kinetics & Catalysis (AREA)
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Abstract
The invention discloses an inclined tube sedimentation and separation device. The inclined tube sedimentation and separation device comprises more than two inclined tube main bodies arranged in an array; each inclined tube main body comprises a sediment tube and a mud slide tube fixed under the sediment tube in parallel side by side, wherein a mud slide way used for communicating each sediment tube and the corresponding mud slide tube is arranged on a side wall where the sediment tube is jointed with the mud slide tube; the top and the bottom of each mud slide tube are respectively provided with a cleaning pipe and a mud discharge pipe which are communicated with the mud slide tube. The inclined tube sedimentation and separation device has the advantages that the device is simple in structure, convenient to manufacture and low in production cost; the sediment tubes are separated from the mud slide tubes by the mud slide ways, so that the water flow disturbance to sliding mud is reduced, water and sedimentary particle suspension can flow separately, and the sedimentation effect is improved; the cleaning pipes are arranged on the tops of the mud slide tubes, so that all suspended sediment can be enabled to flow downwards along the mud slide tubes and is discharged through the mud discharge pipes; the suspended sediment is cleaned by water supplied by a high-pressure water pipe, thus being conveniently and thoroughly cleaned; the mud discharge pipes are arranged at the bottoms of the mud slide tubes, so that a non-setting suspended matter is prevented from being mixed into sediment tubes again by muddy water, and the sedimentation efficiency is improved.
Description
Technical field:
The present invention relates to water-treatment technology field, specifically design a kind of tube settling separator.
Background technology
In traditional water treatment, the general inclined structure (inclined tube or swash plate) be arranged in water treating pond that adopts carries out being separated of water and suspension.Tradition inclined structure sedimentation belongs to anisotropic flow and arranges, and namely current and sediment coexist in same pipeline environment, and clear water is to upper reaches, and suspension is heavy to downslide; But because precipitation pathways is longer, the current upwards flowed are very easily disturbance and taking away to the heavy sedimentation of suspension thing that glides then, and the water quality inferiority after process, causes the water quality inferiority after process, occurs so-called race alum phenomenon; And easily at inclined structure deposited atop progressively blocking pipe, need the upper track flocculation operation strengthened in water treatment to prevent blocking pipe, cost of water treatment is high.Market has occurred a kind of deposition sloped tube, be provided with in inclined tube inside the dividing plate being provided with mudhole, inclined tube is divided into upper and lower two spaces, sedimentation of suspension thing falls in the inclined tube below dividing plate through mudhole; Although this inclined tube can Jiang Shui and mud temporarily separate, having part water in the process that current rise at the inclined tube above dividing plate in the inclined tube that mudhole enters below dividing plate forms disturbance, and again 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; In 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.
Summary of the invention:
The object of the present invention is to provide a kind of tube settling separator that water and suspension can be precipitated quick separating, raising settling efficiency.
The present invention is implemented by following technical scheme: a kind of tube settling separator, and it comprises 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 comprises sediment tube and side by side parallel and is fixed on slip pipe below described sediment tube, and the sidewall that described sediment tube and described slip pipe are fitted is provided with the slip road being communicated with described sediment tube and described slip pipe; Be respectively equipped with bottom at described slip pipe top and be communicated with described slip pipe the scavenge pipe and discharge pipeline that arrange.
α is 50 ° to 70 °.
Described sediment tube cross section is polygon or circle.
Described slip tube section is polygon or circle.
Described sediment tube and described slip pipe into a single integrated structure.
Described sediment tube cross section is hexagon, described slip tube section is quadrangle, the bottom plate of described sediment tube and the top board of described slip pipe are limit, same one end, and described sediment tube overlaps with the limit, one end of described slip pipe and arranges, and described sediment tube overlaps with described slip pipe and holds limit to form described slip road; Described sediment tube comprises 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, and upper plate bottom end face in side described in every block is provided with the side lower plate of one piece of downward-sloping setting; Described slip pipe comprises 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; One piece of side base plate arranged that is inclined upwardly is respectively equipped with 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 equals the width sum of side upper plate described in opposite side and described side base plate.
Advantage of the present invention: structure is simple, and easy to make, production cost is low; Sediment tube and slip pipe are separated by slip road, reduce current to the interference of slip, realize current and the separately flowing of precipitation suspension, improve sedimentation effect, really accomplish that water is separated at any time, continuously, smoothly, fast with suspension, effluent quality is good, improves effect of settling, the difficulty of upper track flocculation operation can be reduced, lower water purification cost and drop into; Scavenge pipe is provided with at slip pipe top, on the one hand, can prevent part sedimentation of suspension thing in slip pipe from together being discharged by top with clear water, ensure that sedimentation of suspension thing is all discharged through discharge pipeline along slip pipe downwards, on the other hand, when slip pipe silts up, high-pressure water pipe can be utilized to feed water and to clean, easy to clean, thoroughly; Bottom slip pipe, be provided with discharge pipeline, the sewage draining exit of discharge pipeline, lower than the muddy water entrance of sediment tube, can ensure that the precipitation suspension of discharging falls into suspension precipitation accumulation regions, prevent muddy water that the suspension that portion is precipitated is involved in sediment tube again, improve settling efficiency.
Accompanying drawing illustrates:
Fig. 1 is overall structure schematic diagram of the present invention.
Fig. 2 is schematic cross-section of the present invention.
Fig. 3 is inclined tube agent structure schematic diagram.
Fig. 4 is the schematic cross-section of inclined tube main body.
Inclined tube main body 1, sediment tube 11, slip pipe 12, slip road 13, scavenge pipe 14, discharge pipeline 15, upper head plate 111, side upper plate 112, side lower plate 113, base plate 121, side base plate 122.
Detailed description of the invention:
As shown in Figures 1 to 4, a kind of tube settling separator, it comprises 18 inclined tube main bodys 1 arranged into an array, inclined tube main body 1 comprises sediment tube 11 and side by side parallel and is fixed on slip pipe 12 below sediment tube 11, sediment tube 11 and slip pipe 12 into a single integrated structure, easy to make, production cost is low; By inclined tube main body 1 slant setting in sedimentation basin, angle between inclined tube main body 1 and horizontal plane is α, α is 60 °, current flow obliquely upward in sediment tube 11, suspension in current is under the acting in conjunction of current and gravity, oliquely downward rapid precipitation, has best precipitate and separate effect; The sidewall that sediment tube 11 and slip pipe 12 are fitted is provided with the slip road 13 being communicated with sediment tube 11 and slip pipe 12; Sediment tube 11 and slip pipe 12 are separated by slip road 13, reduce current to the interference of sedimentation of suspension thing, realize current and the separately flowing of sedimentation of suspension thing, improve sedimentation effect, really accomplish that water is separated at any time, continuously, smoothly, fast with suspension; Sedimentation of suspension thing can enter slip pipe 12 perpendicular to sediment tube 11 tubular axis line through slip road 13; The scavenge pipe 14 and discharge pipeline 15 that to be communicated with slip pipe 12 and to arrange is respectively equipped with in slip pipe 12 top and bottom; Become liquid geo-stationary environment in slip pipe 12, sedimentation of suspension thing is undisturbed downward landing in slip pipe 12, imports the suspension precipitation accumulation regions bottom sedimentation basin, finally discharged by sludge pump through discharge pipeline 15; During installation, scavenge pipe 14 top is made to be placed in above the water surface through the water surface, scavenge pipe 14 top is communicated with high-pressure water pipe, on the one hand, can prevents part sedimentation of suspension thing in slip pipe 12 from together being discharged by top with clear water, ensure that sedimentation of suspension thing is all discharged through discharge pipeline 15 along slip pipe 12 downwards, on the other hand, when slip pipe 12 silts up, high-pressure water pipe can be utilized to feed water and to clean, easy to clean, cleaning thoroughly.
In order to make sedimentation basin inner space have maximum utilization ratio, following design is carried out to sediment tube 11 and slip pipe 12:
Sediment tube 11 cross section is hexagon, slip pipe 12 cross section is quadrangle, the bottom plate of sediment tube 11 and the top board of slip pipe 12 are limit, same one end, and sediment tube 11 overlaps with the limit, one end of slip pipe 12 and arranges, and sediment tube 11 overlaps with slip pipe 12 and holds limit to form slip road 13; Sediment tube 11 comprises upper head plate 111, is respectively equipped with the side upper plate 112 of one piece of downward-sloping setting in upper head plate 111 two side ends, and every block side upper plate 112 bottom end face is provided with the side lower plate 113 of one piece of downward-sloping setting; Slip pipe 12 comprises base plate 121, and base plate 121 and upper head plate 111 be arranged in parallel, and base plate 121 is equal with the width of upper head plate 111; One piece of side base plate 122 arranged that is inclined upwardly is respectively equipped with in base plate 121 two side ends; Side lower plate 113 bottom end face and side base plate 122 top end face are integrally fixed structure; The side lower plate 113 of the side upper plate 112 of homonymy, side base plate 122 and opposite side be arranged in parallel; The width of side lower plate 113 equals the width sum of opposite side side upper plate 112 and side base plate 122;
During installation, side upper plate 112 is just fitted with the junction of side plate 122 with the side lower plate 113 of adjacent inclined tube main body 1 with the junction of side lower plate 113, and inclined tube main body 1 of following adopts aforesaid way to fixedly mount the peak use rate that can realize sedimentation basin inner space more.
Claims (8)
1. a tube settling separator, is characterized in that, it comprises 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 comprises sediment tube and side by side parallel and is fixed on slip pipe below described sediment tube, and the sidewall that described sediment tube and described slip pipe are fitted is provided with the slip road being communicated with described sediment tube and described slip pipe; Be respectively equipped with bottom at described slip pipe top and be communicated with described slip pipe the scavenge pipe and discharge pipeline that arrange.
2. a kind of tube settling separator according to claim 1, is characterized in that, α is 50 ° to 70 °.
3. a kind of tube settling separator according to claim 1, is characterized in that, described sediment tube cross section is polygon or circle.
4. a kind of tube settling separator according to claim 1, is characterized in that, described slip tube section is polygon or circle.
5., according to the arbitrary described a kind of tube settling separator of Claims 1-4, it is characterized in that, described sediment tube and described slip pipe into a single integrated structure.
6. a kind of tube settling separator according to claim 5, it is characterized in that, described sediment tube cross section is hexagon, described slip tube section is quadrangle, the bottom plate of described sediment tube and the top board of described slip pipe are limit, same one end, described sediment tube overlaps with the limit, one end of described slip pipe and arranges, and described sediment tube overlaps with described slip pipe and holds limit to form described slip road; Described sediment tube comprises 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, and upper plate bottom end face in side described in every block is provided with the side lower plate of one piece of downward-sloping setting; Described slip pipe comprises 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; One piece of side base plate arranged that is inclined upwardly is respectively equipped with 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 tube settling separator according to claim 6, is characterized 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 tube settling separator of claim 6 or 7, it is characterized in that, the width of described side lower plate equals the width sum of side upper plate described in opposite side and described side base plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510978185.8A CN105457347B (en) | 2015-12-23 | 2015-12-23 | A kind of tube settling separator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510978185.8A CN105457347B (en) | 2015-12-23 | 2015-12-23 | A kind of tube settling separator |
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| Publication Number | Publication Date |
|---|---|
| CN105457347A true CN105457347A (en) | 2016-04-06 |
| CN105457347B CN105457347B (en) | 2017-12-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510978185.8A Active CN105457347B (en) | 2015-12-23 | 2015-12-23 | A kind of tube settling separator |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105854360A (en) * | 2016-06-03 | 2016-08-17 | 山东华通环境科技股份有限公司 | Mud-water separation device |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2704447A1 (en) * | 1993-04-27 | 1994-11-04 | Omnium Traitement Valorisa | Lamellar separator with crossed streams |
| EP2127715A1 (en) * | 2006-11-24 | 2009-12-02 | Zhuhai 9tone Water Service Co., Ltd. | Horizontal-tube sedimentation-separation apparatus |
| CN103372334A (en) * | 2013-03-28 | 2013-10-30 | 卢普伦 | Sludge discharge pipe chute precipitate equipment |
| CN103657165A (en) * | 2013-07-11 | 2014-03-26 | 浙江德安科技股份有限公司 | Horizontal water flow vertical mud discharging sedimentation and separation device |
| CN205307889U (en) * | 2015-12-23 | 2016-06-15 | 戴东宸 | Pipe chute precipitation equipment |
-
2015
- 2015-12-23 CN CN201510978185.8A patent/CN105457347B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2704447A1 (en) * | 1993-04-27 | 1994-11-04 | Omnium Traitement Valorisa | Lamellar separator with crossed streams |
| EP2127715A1 (en) * | 2006-11-24 | 2009-12-02 | Zhuhai 9tone Water Service Co., Ltd. | Horizontal-tube sedimentation-separation apparatus |
| CN103372334A (en) * | 2013-03-28 | 2013-10-30 | 卢普伦 | Sludge discharge pipe chute precipitate equipment |
| CN103657165A (en) * | 2013-07-11 | 2014-03-26 | 浙江德安科技股份有限公司 | Horizontal water flow vertical mud discharging sedimentation and separation device |
| CN205307889U (en) * | 2015-12-23 | 2016-06-15 | 戴东宸 | Pipe chute precipitation equipment |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105854360A (en) * | 2016-06-03 | 2016-08-17 | 山东华通环境科技股份有限公司 | Mud-water separation device |
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| CN105457347B (en) | 2017-12-22 |
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