CN201410314Y - Novel inclined tube settling tank - Google Patents
Novel inclined tube settling tank Download PDFInfo
- Publication number
- CN201410314Y CN201410314Y CN2009201563361U CN200920156336U CN201410314Y CN 201410314 Y CN201410314 Y CN 201410314Y CN 2009201563361 U CN2009201563361 U CN 2009201563361U CN 200920156336 U CN200920156336 U CN 200920156336U CN 201410314 Y CN201410314 Y CN 201410314Y
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- China
- Prior art keywords
- settling tank
- filtering layer
- water inlet
- sedimentation basin
- disengagement zone
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Abstract
The utility model discloses a novel inclined tube settling tank which comprises a main settling tank body provided with a water inlet and a water outlet; and the lower part of the main settling tank body contracts inwards to form an inclined wall. The novel inclined tube settling tank is characterized in that the main settling tank body is separated into a separation area and a purification area by a water distribution tube; the water inlet is arranged at the upper part of the separation area, and a flocculating agent inlet is vertically arranged together with the water inlet in an adjacent way; one of two groups of tubular sedimentation plates are vertically arranged on an upper wall, and the other group of tubular sedimentation plates are vertically arranged on a lower inclined wall; thetwo groups of tubular sedimentation plates are arranged in a staggered way; a sludge discharge hole is arranged at the bottom part of the separation area; the water distribution tube is provided witha through hole at one side of the separation area and is internally provided with a filtering layer; and an oil outlet is arranged at the upper part of the filtering layer and positioned at the sidecorresponding to the through hole, and the bottom part of the water distribution tube is communicated with the purification area. The novel inclined tube settling tank has simple structure, reduces the land occupied area, lowers the capital expenditure, the running and maintaining costs and the like, and can effectively precipitate silt and remove tiny suspended particles when in sewage disposal.
Description
Technical field
The utility model relates to a kind of sedimentation basin, relate in particular to a kind of simple in structure, the effective novel tube settler of separation of sediment and foreign material.
Background technology
In occasions such as inland river cleaning, mining ore dressing, construction sites; usually can produce the high-turbidity sewage that contains a large amount of silts; the sedimentation basin that is used for sewage disposal at present mainly is divided into multiple structures such as flat flow, vertical-flow, radial-flow and inclined tube diagonal flow type; adopt general sedimentation basin to purify; floor space is big; treatment effect is not good, and the treatment measures of any effluent quality are not all done at the delivery port place of sedimentation basin.And the influence that existing tube settler changes the water yield greatly, adaptive capacity is poor, is difficult in practical work process guarantee whether the suspension of its water outlet reaches designing requirement.
The utility model content
The purpose of this utility model is to solve the problem that above-mentioned prior art exists, and provides a kind of simple in structure, and floor space is few, uses and cleans tube settler easily, can effectively solve the deficiencies in the prior art.
To achieve these goals, the technical solution adopted in the utility model is: a kind of novel tube settler, comprise the water inlet, the delivery port that are provided with on sedimentation basin main body and the sedimentation basin main body, it is characterized in that: the cloth water drum becomes Disengagement zone and purifying area with the sedimentation basin body portion, water inlet is located at the top of Disengagement zone, and the adjacent setting vertical of flocculant inlet with water inlet, the tubulose precipitation plate is divided into two groups, one group is vertical on the upper wall, other one group is vertical on the lower sloped walls, and two groups of tubulose precipitation plates are staggered, and mud discharging mouth is located at the bottom of Disengagement zone; The side that the cloth water drum is positioned at the Disengagement zone is provided with intercommunicating pore, is provided with filtering layer in the cloth water drum, and oil-out is located at filtering layer top and is positioned on the side relative with intercommunicating pore.
As preferably, described filtering layer is formed by the filament ligation, and the thickness of filtering layer is 300-600mm.
According to such scheme, the beneficial effects of the utility model are: the utility model adopts said structure, in sewage disposal, this device adds flocculant concentrating with accelerate sludge in the water inlet, being crisscross arranged of two groups of tubular type precipitation plates, improved sedimentation effect, removal effect to a dispersed material is remarkable especially especially, in the cloth water drum, filtering layer is set, sewage behind the filtering-depositing, the precipitation purification is to reach the requirement that needs once more in purifying area for water after the filtration, and therefore, this device extensively is adapted to industrial wastewater, sanitary sewage, the processing of non-ferrous metal processing waste water.
Description of drawings
Fig. 1 is the schematic diagram of the utility model embodiment.
The specific embodiment
The utility model is described in further detail below in conjunction with drawings and the specific embodiments.
As shown in Figure 1, a kind of novel tube settler, comprise sedimentation basin main body, filtering layer 7, tubulose precipitation plate 6 and cloth water drum 9, cloth water drum 9 is divided into Disengagement zone 11 and purifying area 10 with the sedimentation basin body portion, water inlet 1 is located at the upper lateral part of Disengagement zone 11, and flocculant inlet 5 and water inlet 1 vertical and adjacent setting are when flowing out sewage in the water inlet 1, flocculant inlet 5 is put into flocculant and is contacted, reacts with the sewage that just enters sedimentation basin fully, quickens concentrating of sewage.Tubulose precipitation plate 6 is the swash plate of bending structure, being divided into two is mounted in the Disengagement zone 11, one group is vertical on the upper wall, other one group is vertical on the lower sloped walls, and two groups of tubulose precipitation plates 6 are staggered, play the effect that baffle plate filters, the sewage that contains mud that enters from water inlet 1 can be fast, break away from tubulose precipitation plate 6 fully.Mud discharging mouth 4 is located at the bottom of Disengagement zone 11, when the mud in the Disengagement zone 11 acquires a certain degree, can concentrate discharge from this mud discharging mouth 4.The side that cloth water drum 9 is positioned at Disengagement zone 11 is provided with intercommunicating pore 8, enter into cloth water drum 9 through the water after 11 separation of Disengagement zone by intercommunicating pore 8, be provided with filtering layer 7 in the cloth water drum 9, described filtering layer 7 is formed by the filament ligation, and the thickness of filtering layer 7 is 300mm in this embodiment.Oil-out 2 is located at filtering layer 7 tops and is positioned on the side relative with intercommunicating pore 8, because oil is different with the density of water, so oil and granulometric impurity are positioned at the upper strata, and 2 recovery of process oil-out.The below of cloth water drum 9 is connected with purifying area 10, flow in the purifying area 10 through the hole of the water behind the filtering layer 7 by cloth water drum 9 belows, when the water in the purifying area 10 reaches the position of delivery port 3, discharges from delivery port 3, recycles.
Claims (2)
1. novel tube settler, comprise the sedimentation basin main body, the sedimentation basin main body is provided with water inlet (1) and delivery port (3), shrink inwardly the bottom of sedimentation basin main body, form skew wall, it is characterized in that: cloth water drum (9) is divided into Disengagement zone (11) and purifying area (10) with the sedimentation basin body portion, water inlet (1) is located at the top of Disengagement zone (11), (5) and the adjacent setting vertical of flocculant inlet with water inlet (1), tubulose precipitation plate (6) is divided into two groups, one group is vertical on the upper wall, other one group is vertical on the lower sloped walls, and two groups of tubulose precipitation plates (6) are staggered, mud discharging mouth (4) is located at the bottom of Disengagement zone (11), and the side that cloth water drum (9) is positioned at Disengagement zone (11) is provided with intercommunicating pore (8), is provided with filtering layer (7) in the cloth water drum (9), oil-out (2) is located at filtering layer (7) top and is positioned on the side relative with intercommunicating pore (8), and the bottom of cloth water drum (9) is connected with purifying area (10).
2. a kind of novel tube settler according to claim 1 is characterized in that: described filtering layer (7) is formed by the filament ligation, and the thickness of filtering layer (7) is 300-600mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201563361U CN201410314Y (en) | 2009-05-22 | 2009-05-22 | Novel inclined tube settling tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201563361U CN201410314Y (en) | 2009-05-22 | 2009-05-22 | Novel inclined tube settling tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201410314Y true CN201410314Y (en) | 2010-02-24 |
Family
ID=41712206
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201563361U Expired - Fee Related CN201410314Y (en) | 2009-05-22 | 2009-05-22 | Novel inclined tube settling tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201410314Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012167486A1 (en) * | 2011-06-07 | 2012-12-13 | 珠海九通水务有限公司 | Sedimentation tank provided with horizontal pipe sediment separation device |
| CN105123450A (en) * | 2015-07-16 | 2015-12-09 | 张萍 | Automatic watering device based on internet of things and used for gardening |
| CN106178616A (en) * | 2016-08-31 | 2016-12-07 | 珠海市玛斯特五金塑胶制品有限公司 | A kind of electroplating effluent precipitation treatment device of good separation |
| CN107754446A (en) * | 2017-11-01 | 2018-03-06 | 安徽舜禹水务股份有限公司 | A kind of sedimentation basin and filtering ponds compound sewage processing unit |
-
2009
- 2009-05-22 CN CN2009201563361U patent/CN201410314Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012167486A1 (en) * | 2011-06-07 | 2012-12-13 | 珠海九通水务有限公司 | Sedimentation tank provided with horizontal pipe sediment separation device |
| CN105123450A (en) * | 2015-07-16 | 2015-12-09 | 张萍 | Automatic watering device based on internet of things and used for gardening |
| CN106178616A (en) * | 2016-08-31 | 2016-12-07 | 珠海市玛斯特五金塑胶制品有限公司 | A kind of electroplating effluent precipitation treatment device of good separation |
| CN107754446A (en) * | 2017-11-01 | 2018-03-06 | 安徽舜禹水务股份有限公司 | A kind of sedimentation basin and filtering ponds compound sewage processing unit |
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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: 20100224 Termination date: 20100522 |