CN201143395Y - Clarifying basin - Google Patents
Clarifying basin Download PDFInfo
- Publication number
- CN201143395Y CN201143395Y CNU2007201907971U CN200720190797U CN201143395Y CN 201143395 Y CN201143395 Y CN 201143395Y CN U2007201907971 U CNU2007201907971 U CN U2007201907971U CN 200720190797 U CN200720190797 U CN 200720190797U CN 201143395 Y CN201143395 Y CN 201143395Y
- Authority
- CN
- China
- Prior art keywords
- sedimentation
- plate
- settling tank
- settlement plate
- main body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Sewage (AREA)
Abstract
The utility model discloses a sedimentation tank which belongs to the technical field of agriculture engineering; the technical scheme of the utility model includes a sedimentation tank body, a water collection slot and a water cleaning tube arranged at the upper part of the sedimentation tank body; a water inlet tube arranged at the lower part of the sedimentation tank body, a water distribution cylinder provided with an osculum, a mud discharge hopper and a mud tube, etc. The utility model is characterized in that a plurality of layers of sedimentation plates are arranged along the upper and the lower direction in the sedimentation tank body; each layer of sedimentation plate is a round table or a prism table surface which is provided with an included angle with a level; namely each layer of sedimentation plate is a sloping surface with a higher outer edge and a lower center. The sedimentation tank of the utility model is educed with a plurality of layers of sedimentation plates, thus increasing the sedimentation area in a unit volume and improving the volume operating factor of the sedimentation tank; the sedimentation plates can prevent the short currents that are easy to be formed in a common radial flow sedimentation tank; no moving elements are needed and the sedimentation condition is improved; the occupied area is reduced; the cost of the capital construction is reduced and the cost of the operation maintenance is low.
Description
Technical field
The utility model relates to and advances to go out in week the formula radial-flow sedimentation tank in a kind of, and particularly a kind of radical sedimentation basin with multiple layer settlement plate belongs to the agricultural engineering technology field.
Background technology
Advance to go out in week formula radial-flow sedimentation tank diameter usually at 20-30 rice in existing, even reach 100 meters, floor space is big, capital construction cost height; The mud-scraping mechanism that has motion, the periodic maintenance of mud-scraping mechanism palpus, and the motion of mud-scraping mechanism also influences the precipitation of particle; Mixed liquor enters in the pond with higher relatively flow velocity from center, pond water inlet pipe, drop on the sludge blanket gradually through the cloth water drum, flow to the pool wall direction along the middle part, settling zone, effluent trough is gone in the overflow of isolated primary water part again, and part refluxes to the center, pond from pool side in the above; The big mixed liquor of density then below from pool side to the pond center flow, formed the circulation of reverse flow.This circulation is unfavorable for precipitation, has limited the hydraulic load in pond.
In recent years begin to pay attention to the research of sedimentation basin abroad, the sedimentation basin operating condition has been carried out comprehensive optimization, can obtain bigger deposition efficiency with less pond appearance.This class sedimentation basin is compared with traditional radical sedimentation basin, aspect a lot of, optimizes, as: the shape and size of newel etc. are transformed and optimized, and energy dissipator is installed, can significantly reduce water can washing away and disturb sludge blanket; Adopt the spiral mud scraper plate of particular design, the mud conveying capacity can improve 300～500%, and reach higher mud underflow density with lower sludge blanket thickness, because mud layer descends, and the volume in mud-water separation district is increased greatly, has improved the precipitation ability, can when reducing sludge back flow quantity, keep higher returned sludge concentration, both save the energy consumption that mud refluxes, and can improve the excess sludge concentration of discharge again, helped the operation of follow-up sludge treating system.
Advancing to go out in week sedimentation basin in small-sized can be without spoil disposal mechanism, and in the bottom mud-removing bucket is set.Owing to there is not moving component, particle precipitates easily.Because inclination angle, mud-removing bucket bottom is at the 45-50 degree, so this method can not be used on the large-scale sedimentation basin.
Summary of the invention
The purpose of this utility model is to provide a kind of novel sedimentation basin, it utilizes the shallow layer precipitating theory, utilize multilayer significantly to dwindle and advance the radial dimension that goes out radial-flow sedimentation tank week in the tradition along the settlement plate of circumference, thereby without mud scraper, and utilize the mud-removing bucket spoil disposal, improve deposition condition, and reduce floor space, minimizing capital cost and operation and maintenance cost; Radially dividing plate mainly works to support settlement plate, can prevent that the water of zones of different from forming circulation simultaneously.
Comprise in order to reach the technical scheme that the purpose of this utility model takes: the settling tank main body, be located at water leg, the clear water pipe on settling tank main body top, be located at the water inlet pipe of settling tank lower body part, the cloth water drum that has apopore, mud-removing bucket, sludge pipe etc., it is characterized in that, in the settling tank main body, be provided with multiple layer settlement plate along the vertical direction, every layer of settlement plate is round platform or the terrace with edge face that angle is arranged with horizontal plane, and promptly every layer of settlement plate is outer rim height, low inclined-plane, center.
In the above-mentioned sedimentation basin, bottom settlement plate is arranged on settling tank main body inner bottom part, and the bottom of other each layer settlement plate all is provided with passive radially dividing plate.
In the above-mentioned sedimentation basin, described settlement plate is fixed on the inwall or the bottom of settling tank main body.Be fixed on the structure of the inwall of settling tank main body, mud scraper easy to use certainly when not using mud scraper, also can adopt this structure.
In the above-mentioned sedimentation basin, in order to build conveniently, every layer of settlement plate combined along circumference by the polylith platelet.
In the above-mentioned sedimentation basin, the angle of described settlement plate and horizontal plane is 45～75 degree.
In the above-mentioned sedimentation basin, having groove near on the settlement plate at described cloth water drum place, mud concentrates on and flows out settlement plate in this groove, and the apopore on the position of this groove and the cloth water drum staggers, between two apopores.
In the above-mentioned sedimentation basin, described cloth water drum covers on the described water inlet pipe, and the apopore of described cloth water drum top is provided with weather board.
In the above-mentioned sedimentation basin, the spacing of neighbouring two-layer settlement plate is 8～10 centimetres.
In the above-mentioned sedimentation basin, described radially dividing plate has polylith, and they radially are arranged on the bottom of settlement plate along the settling tank main body, and they are divided into the settling tank main body a plurality of fan-shaped.
In the above-mentioned sedimentation basin, described settlement plate and radially the material of dividing plate can be engineering plastics or steel plate; Described settling tank main body and mud-removing bucket can be brick mix structure or steel plate or engineering plastics.
In the above-mentioned sedimentation basin, described settlement plate is divided into three parts along generatrix direction, and every part is different with the angle of horizontal plane, and the part far away more from the cloth water drum is big more with the angle of horizontal plane.
In the above-mentioned sedimentation basin, the length of described weather board is 15～30 centimetres.
In the above-mentioned sedimentation basin, described apopore from the distance of the sedimentation face of settlement plate more than 5 centimetres.
In the above-mentioned sedimentation basin, the bottom interior surface of described mud-removing bucket is inclination angle 45～60 degree round platform surface or faceted pebbles.
The utility model has been introduced multiple layer settlement plate in sedimentation basin, increased the settling area in the unit volume, has improved the volume utilization of sedimentation basin; Settlement plate can prevent that the weak point that easily forms in the general radial-flow sedimentation tank from flowing; Without moving component, improved setting condition.Reduced floor space, reduced capital cost, operation and maintenance cost is low.
Description of drawings
Fig. 1 is the structural principle schematic diagram of the utility model sedimentation basin;
Fig. 2 is a radially baffle arrangement schematic diagram of the present utility model;
Fig. 3 is settlement plate of the present utility model and radially the mutual alignment of dividing plate (being the A-A cutaway view of Fig. 2);
Fig. 4 is settlement plate of the present utility model and the mounting structure schematic diagram of dividing plate (being the B-B partial sectional view of Fig. 3) radially;
Fig. 5 is the layout drawing of apopore mud drainage slot weather board of the present utility model;
Structural representation when Fig. 6 is the utility model band mud scraper.
The specific embodiment
In Fig. 1: 1 is water leg, and 2 is the settling tank main body, and 3 is settlement plate, and 4 is the cloth water drum, and 5 is water inlet pipe, and 6 is the clear water pipe, and 7 is mud-removing bucket, and 8 is sludge pipe, and 9 is sewage induction pipe.
In Fig. 2: 10 are dividing plate radially.
In Fig. 4: 11 is connecting bolt.
In Fig. 5: 12 is weather board; 13 is mud-collecting slot; 14 is apopore.
In Fig. 6: 16 is mud scraper.
Settling tank main body 2 is regular polygon or circle; Settlement plate 3 is round platform (or terrace with edge) faces that become 45～75 degree angles with horizontal plane that circumferentially are made of one group of platelet, and is low outer high in this round platform (or terrace with edge) face; Near having groove on the sedimentation face at cloth water drum place, i.e. mud-collecting slot, particle concentrates on and flows out settlement plate in this mud-collecting slot, the apopore on the position of mud-collecting slot and the cloth water drum staggers, adjacent about 8～10 centimetres of two-layer settlement plate spacings; The cloth water drum covers on the water inlet pipe, the apopore of cloth water drum from the distance of the sedimentation face of settlement plate more than 5 centimetres, 15～30 centimetres of the weather board length of apopore top; Radially the quantity of dividing plate is desirable 4,6,12,36, and concrete quantity depends on the intensity and the weight of the diameter and the settlement plate in pond; The bottom interior surface of mud-removing bucket is conical surface or faceted pebble, its inclination angle 45～60 degree.
Settlement plate, radially dividing plate can be with engineering plastics or steel plate.Settling tank main body, mud-removing bucket can be used brick mix structure, steel plate or engineering plastics.Surface of steel plate will carry out antirust processing.
In Fig. 1, settling tank main body, water leg are built routinely.The inclination angle of bottom surface, pond is 45～60 degree.As shown in Figure 2, in the present embodiment, every layer of settlement plate is made up of six platelets, in actual production, can determine the quantity of platelet as required, and purpose is convenient the construction.As shown in Figure 1, settlement plate is made up of three sections round table surface along generatrix direction, the part far away more from the cloth water drum is big more with the angle of horizontal plane, in the present embodiment, for sediment is flowed down smoothly, the angle of two round table surface in bottom and horizontal plane is respectively 45,50 degree, and the top round table surface is made 70 degree, press formings in advance for the guiding clear water.Certainly, in actual production, settlement plate can be by forming along two parts of generatrix direction or other many parts round platform or terrace with edge face.
As shown in Figure 3, except that minimum one deck settlement plate, each layer settlement plate all uses radially membrane support on lower floor's settlement plate.In the present embodiment, every platelet is with two membrane support (see figure 2)s radially.Radially dividing plate 10 not only rises and supports usedly, and the pond body is divided into some fan-shaped, helps precipitation, and large-scale sedimentation basin is having wind weather current to understand the influence of wind-engaging, and radially dividing plate 10 can weaken this influence.
As shown in Figure 4, radially connect with bolt 11 between dividing plate and the settlement plate, the settlement plate of minimum one deck is fixed by bolts on the inner bottom surface of settling tank main body.
In Fig. 5, on cloth water drum 4, have apopore 14, the weather board 12 of 30 centimeter length has been installed in apopore 14 tops, and the settlement plate bottom has mud-collecting slot 13, and mud-collecting slot 13 is between two apopores of lower floor.The mud-collecting slot on upper strata is between two apopores of lower floor, and the water that can avoid flowing out disturbs sludge settling.
In Fig. 6, be chosen in the mud scraper that the pond inner bottom part drives, at this moment, multiple layer settlement plate is fixed on the madial wall in pond.Certainly, the also suitable situation of not using mud scraper of this structure.
The operation principle of this sedimentation basin: sewage enters in the pond from the bottom water inlet pipe, under the guiding of the hole on the cloth water drum, enter the multiple layer settlement plate group at weather board, particles settling is on settlement plate in the process of climbing on sedimentation face, clear water rises at the pool side place and enters water leg, particle is regularly discharged outside the pond along sliding in the mud-removing bucket under the sedimentation face.
The utility model utilizes the shallow layer precipitating principle, advances the radial dimension that goes out sedimentation basin week in dwindling, thereby without mud-scraping mechanism, significant.Be exactly under the situation of using mud scraper, also can utilize multiple layer settlement plate, improve the disposal ability of sedimentation basin significantly, present technique also can be used for transforming existing settling tank.
Above embodiment is only unrestricted in order to the explanation the technical solution of the utility model, although the utility model is had been described in detail with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, can make amendment or be equal to replacement the technical solution of the utility model, and not breaking away from the spirit and scope of technical solutions of the utility model, it all should be encompassed in the middle of the claim scope of the present utility model.
Claims (10)
1, a kind of sedimentation basin, comprise the settling tank main body, be located at water leg, the clear water pipe on settling tank main body top, be located at the water inlet pipe of settling tank lower body part, the cloth water drum that has apopore, mud-removing bucket, sludge pipe etc., it is characterized in that, be provided with multiple layer settlement plate in the settling tank main body along the vertical direction, every layer of settlement plate is round platform or the terrace with edge face that angle is arranged with horizontal plane, and promptly every layer of settlement plate is outer rim height, low inclined-plane, center.
2, sedimentation basin according to claim 1 is characterized in that, bottom settlement plate is arranged on settling tank main body inner bottom part, and the bottom of other each layer settlement plate all is provided with passive radially dividing plate.
3, sedimentation basin according to claim 1 is characterized in that, described settlement plate is fixed on the inwall of settling tank main body or is installed in the bottom of settling tank main body.
According to claim 1 or 2 or 3 described sedimentation basins, it is characterized in that 4, every layer of settlement plate combined along circumference by the polylith platelet.
According to claim 1 or 2 or 3 described sedimentation basins, it is characterized in that 5, the angle of described settlement plate and horizontal plane is 45～75 degree.
According to claim 1 or 2 or 3 described sedimentation basins, it is characterized in that 6, having groove near on the settlement plate at described cloth water drum place, the apopore on the position of this groove and the cloth water drum staggers, between adjacent two apopores.
According to claim 1 or 2 or 3 described sedimentation basins, it is characterized in that 7, described cloth water drum covers on the described water inlet pipe, the apopore of described cloth water drum top is provided with weather board.
According to claim 1 or 2 or 3 described sedimentation basins, it is characterized in that 8, the spacing of neighbouring two-layer settlement plate is 8～10 centimetres.
According to claim 1 or 2 or 3 described sedimentation basins, it is characterized in that 9, described radially dividing plate has polylith, they radially are arranged on the bottom of settlement plate along the settling tank main body, and they are divided into the settling tank main body a plurality of fan-shaped.
10, according to claim 1 or 2 or 3 described sedimentation basins, it is characterized in that, described settlement plate and radially the material of dividing plate can be engineering plastics or steel plate; Described settling tank main body and mud-removing bucket can be brick mix structure or steel plate or engineering plastics.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201907971U CN201143395Y (en) | 2007-12-14 | 2007-12-14 | Clarifying basin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201907971U CN201143395Y (en) | 2007-12-14 | 2007-12-14 | Clarifying basin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201143395Y true CN201143395Y (en) | 2008-11-05 |
Family
ID=40080268
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201907971U Expired - Fee Related CN201143395Y (en) | 2007-12-14 | 2007-12-14 | Clarifying basin |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201143395Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100571837C (en) * | 2007-12-11 | 2009-12-23 | 中国农业大学 | A kind of radical sedimentation basin with multiple layer settlement plate |
| CN110975344A (en) * | 2019-12-24 | 2020-04-10 | 深圳市宇思环保科技有限公司 | Sludge discharge method for sedimentation tank |
-
2007
- 2007-12-14 CN CNU2007201907971U patent/CN201143395Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100571837C (en) * | 2007-12-11 | 2009-12-23 | 中国农业大学 | A kind of radical sedimentation basin with multiple layer settlement plate |
| CN110975344A (en) * | 2019-12-24 | 2020-04-10 | 深圳市宇思环保科技有限公司 | Sludge discharge method for sedimentation tank |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101564609B (en) | Vortex grid clarifying pool and clarifying method for enhancing clarifying effect of coagulation reaction in water treatment | |
| CN102659227A (en) | Middle-set type high density sediment water purification tank and purification technology thereof | |
| CN103301658B (en) | Efficient micro-resistance pulsating vortex sedimentation device | |
| CN101456614B (en) | Quick-speed clarification tank | |
| CN202924845U (en) | Integrated equipment for pre-treating sewage of small town | |
| CN204185288U (en) | A kind of micro swirl enhanced coagulation decentralized type sewage treatment unit | |
| CN103466772A (en) | Diatomite reactor device | |
| CN100571837C (en) | A kind of radical sedimentation basin with multiple layer settlement plate | |
| CN103638699B (en) | Composite precipitation tank | |
| CN201143395Y (en) | Clarifying basin | |
| CN102424488B (en) | Integrated-process rural water purifier based on micro-eddy flocculation | |
| CN203625180U (en) | Mechanical flocculation sewage treatment sediment filter tank | |
| CN210736319U (en) | Spiral-flow type anaerobic reactor | |
| CN103127750B (en) | Rhombus tubulation sediment structure and rhombus tubulation assembly | |
| CN202625908U (en) | Central-positioned high-density precipitating water purifying pond | |
| CN208485667U (en) | A kind of multi-stage vortex self-circulating anaerobic reactor | |
| CN202526943U (en) | Rhombus shell tube precipitation structure and rhombus shell tube assembly | |
| CN102153179A (en) | Radial-flow flocculation equipment aiming at advanced sewage treatment | |
| CN205556218U (en) | Activated sludge | |
| CN105344134A (en) | Circumferentially-feeding and circumferentially-discharging flow assisting type sedimentation basin | |
| CN111392858A (en) | Efficient economic airlift type self-circulation granular sludge bed denitrification reactor and method | |
| CN202191737U (en) | High-speed coagulative precipitation tank | |
| CN207738577U (en) | Vertical current suspension bed integral domestic sewage treatment device | |
| CN103771668A (en) | Sewage distribution treatment system of urban drainage network | |
| CN201150809Y (en) | Radial flow sedimentation tank |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081105 Termination date: 20111214 |