CN204656081U - Swinging horizontal sedimentation tank - Google Patents
Swinging horizontal sedimentation tank Download PDFInfo
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- CN204656081U CN204656081U CN201520304995.0U CN201520304995U CN204656081U CN 204656081 U CN204656081 U CN 204656081U CN 201520304995 U CN201520304995 U CN 201520304995U CN 204656081 U CN204656081 U CN 204656081U
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- partition wall
- settling zone
- preformed hole
- zone
- sedimentation tank
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Abstract
The utility model discloses a kind of swinging horizontal sedimentation tank, comprise pond body, the first partition wall, the second partition wall and intake chamber.First partition wall, the second partition wall are positioned at pond body, and the first partition wall two ends are connected with pond body sidewall respectively.One end of second partition wall is connected with in the middle part of described first partition wall, and the other end of the second partition wall is connected with described pond body sidewall.First partition wall is provided with the first preformed hole, and the second settling zone is communicated with clear water zone by the first preformed hole.Second partition wall is provided with the second preformed hole, and the first settling zone is communicated with the second settling zone by the second preformed hole.Intake chamber is positioned at the first side, settling zone, and intake chamber is provided with distributing hole, and the first settling zone is communicated with intake chamber by distributing hole.The utility model pond body is divided into settling zone and clear water zone, settling zone is divided into the first settling zone and the second settling zone, and when drainage flow crosses the first settling zone and the second settling zone, direction is turned round, for the horizontal sedimentation tank of prior art, sedimentation effect is better, and pond body arranges advantages of simple.
Description
Technical field
The utility model relates to a kind of horizontal sedimentation tank, especially relates to a kind of swinging horizontal sedimentation tank.
Background technology
Sedimentation basin is a kind of structures that application precipitative properties removes suspension, colloidal substance in water, and sedimentation basin is provided with inhalant region, settling zone, exhalant region and mud district.According to the difference of pool inner water flow path direction, sedimentation basin mainly includes rectangular sedimentation tank, radical sedimentation basin, vertical sedimentation basin and swash plate (pipe) sedimentation basin.
Wherein, rectangular sedimentation tank, be apply in water treatment the earliest, one of sedimentation basin the most widely, its pond type is rectangle, and current, along pond length direction bottom horizontal flow sheet, are applicable to process various flow water.Radical sedimentation basin, its pond current flow to periphery from center and flow velocity reduces gradually, and type many employings in pond are circular, make inclination at the bottom of pond, are applicable to process low discharge water.Vertical sedimentation basin, on current direction, particles settling is downward, and pond type mostly is cylindrical or conical, is applicable to process big or middle flow water.Swash plate (pipe) sedimentation basin, is provided with the polylith swash plate or inclined tube that are parallel to each other in pond, adopt comparatively extensive when site area is limited.
At present, for some instantaneous large discharge water, as the coal yard early-stage rainwater in thermal power plant, grey field early-stage rainwater etc., during selective precipitation treatment process, rectangular sedimentation tank is because its impact load and variations in temperature adaptive capacity are compared with advantages such as strong, the process water yield is large, construction is simple, cost is low, convenient operation and management, be widely adopted, realize the effect held instantaneous large discharge water and cut dirty precipitation simultaneously.The sedimentation basin that prior art uses, body one end, pond is provided with gutter water inlet and is connected with gutter, the pond body other end is provided with elevator pump, the boosting of precipitation water is delivered to aftertreatment device process further, and for large discharge water, there is good treatment effect in order to make, its pond body length is not less than 4 with the ratio of pond body width, and pond body length is not less than 8 with the ratio of available depth.
But prior art exists following shortcoming: 1, for the horizontal sedimentation tank of large volume, horizontal sedimentation tank pond body is long, and general layout is comparatively difficult.2, water is directly drained in pond by gutter, and make horizontal sedimentation tank pool inner water flow assignment uneven, sedimentation effect is poor.
Utility model content
Based on this, the utility model is the defect overcoming prior art, provides a kind of settlement of sewage effective and pond body plane arranges simple swinging horizontal sedimentation tank.
Its technical scheme is as follows: a kind of swinging horizontal sedimentation tank, comprising: Chi Ti, the first partition wall, and described first partition wall is positioned at pond body, and described first partition wall two ends are all connected with described pond body sidewall, so that described pond body is divided into clear water zone and settling zone; Second partition wall, described second partition wall is positioned at described settling zone, and one end of described second partition wall is connected with in the middle part of described first partition wall, the other end of described second partition wall is connected with described pond body sidewall, so that described settling zone is divided into the first settling zone and the second settling zone, described first partition wall is provided with the first preformed hole, second settling zone is communicated with described clear water zone by described first preformed hole, described second partition wall is provided with the second preformed hole away from one end of described first partition wall, and the first settling zone is communicated with described second settling zone by described second preformed hole; And intake chamber, described intake chamber is positioned at the side of described first settling zone away from described second preformed hole, and described intake chamber is provided with more than one distributing hole, and described first settling zone is communicated with described intake chamber by described distributing hole.
Wherein in an embodiment, described intake chamber is communicated to gutter.
Wherein in an embodiment, described intake chamber is positioned at the top of described first settling zone, and the above distributing hole is evenly distributed on bottom described intake chamber.
Wherein in an embodiment, be provided with downflow weir bottom described second settling zone, described downflow weir two ends connect described second partition wall and described pond body sidewall respectively, and described downflow weir and described first partition wall form overflow launder.
Wherein in an embodiment, the height of weir of described downflow weir is that described intake chamber is relative to 1/5 ~ 1/4 of the height bottom the body of described pond.
Wherein in an embodiment, the height of described first preformed hole and/or the second preformed hole is less than the height of weir of described downflow weir, and described first preformed hole and/or the second preformed hole are greater than 0.5m relative to the height bottom the body of described pond.
Wherein in an embodiment, described second settling zone is provided with more than one the 3rd partition wall, the above the 3rd partition wall and described first partition wall are set up in parallel mutually, each described 3rd partition wall is provided with the 3rd preformed hole, and described second preformed hole is positioned at the second partition wall one end away from described clear water zone.
Wherein in an embodiment, described 3rd preformed hole is arranged on the end of described 3rd partition wall, the setting and the 3rd preformed hole on adjacent described 3rd partition wall staggers mutually.
Wherein in an embodiment, described second settling zone is separated into two or more the 3rd settling zone by the above the 3rd partition wall, and the 3rd settling zone be communicated with described second preformed hole reduces gradually to the water flow section of the 3rd settling zone be connected with described downflow weir.
Wherein in an embodiment, described pond body is rectangle form pool, and described first partition wall is vertical with described second partition wall to be arranged.
Below in conjunction with technique scheme, principle of the present utility model, effect are further illustrated:
1, above-mentioned swinging horizontal sedimentation tank, after sewage enters into intake chamber, the first settling zone is entered into from the distributing hole of intake chamber, the second preformed hole again through the second partition wall enters into the second settling zone, effluent stream particle in the first settling zone, the second settling zone process precipitates gradually, and the first preformed hole eventually passing the first partition wall enters into clear water zone.Pond body is divided into settling zone and clear water zone by the utility model, and settling zone is divided into the first settling zone and the second settling zone, when drainage flow crosses the first settling zone and the second settling zone, direction is turned round, for the horizontal sedimentation tank of prior art, sedimentation effect can be made better, make clear water zone water quality better, and pond body general layout is simple, reasonable.
2, the second preformed hole can not only be communicated with the first settling zone and the second settling zone, and the mud formed after can also avoiding settlement of sewage as far as possible flow into the second settling zone.Meanwhile, the downflow weir of overflow launder can stop that the sewage that the second settling zone bottom particles content is many flow into clear water zone.
3, because the second settling zone is divided into more than one the 3rd settling zone by the 3rd partition wall, the 3rd preformed hole of arbitrary neighborhood the 3rd partition wall is all crisscross arranged, and the second preformed hole is positioned at the second partition wall one end away from clear water zone.So, after sewage in first settling zone enters into the second settling zone by the second preformed hole, be that serpentine rotary current is to the second settling zone, the other end, settling zone the 3rd from the second settling zone, end, settling zone one the 3rd, effluent stream via line is increased, the settlement of sewage time is extended, settlement of sewage effect can be improved, improve clear water zone effluent quality.
Accompanying drawing explanation
Fig. 1 is swinging horizontal sedimentation tank structural representation described in the utility model embodiment one;
Fig. 2 is the sectional view at A-A place in Fig. 1;
Fig. 3 is the sectional view at B-B place in Fig. 1;
Fig. 4 is swinging sedimentation basin structural representation described in the utility model embodiment two.
Description of reference numerals:
10, Chi Ti, the 11, first partition wall, the 111, first preformed hole, the 12, second partition wall, 121, the second preformed hole, the 13, the 3rd partition wall, the 131, the 3rd preformed hole, 14,15, cat ladder, 16, overflow pipe, 20, clear water zone, 21, the draining pump housing, 30, settling zone, the 31, first settling zone, the 32, second settling zone, 321, the 322,323,324,325,326, the 3rd settling zone, 40, overflow launder, 41, downflow weir, 50, intake chamber, 51, distributing hole, 60, gutter.
Detailed description of the invention
Below embodiment of the present utility model is described in detail:
As shown in Figure 1, swinging horizontal sedimentation tank described in the utility model, comprises pond body 10, first partition wall 11, second partition wall 12 and intake chamber 50.Described first partition wall 11 is positioned at pond body 10, and described first partition wall 11 two ends are all connected with described pond body 10 sidewall, described pond body 10 to be divided into clear water zone 20 and settling zone 30.Described second partition wall 12 is positioned at described settling zone 30, and one end of described second partition wall 12 is connected with in the middle part of described first partition wall 11, the other end of described second partition wall 12 is connected with described pond body 10 sidewall, described settling zone 30 to be divided into the first settling zone 31 and the second settling zone 32.Described first partition wall 11 is provided with the first preformed hole 111, and the second settling zone 32 is communicated with described clear water zone 20 by described first preformed hole 111.Described second partition wall 12 is provided with the second preformed hole 121 away from one end of described first partition wall 11, and the first settling zone 31 is communicated with described second settling zone 32 by described second preformed hole 121.Described intake chamber 50 is positioned at the side of described first settling zone 31 away from described second preformed hole 121, and described intake chamber 50 is provided with more than one distributing hole 51, and described first settling zone 31 is communicated with described intake chamber 50 by described distributing hole 51.
Above-mentioned swinging horizontal sedimentation tank, after sewage enters into intake chamber 50, the first settling zone 31 is entered into from the distributing hole 51 of intake chamber 50, the second preformed hole 121 again through the second partition wall 12 enters into the second settling zone 32, effluent stream particle in the first settling zone 32, settling zone 31, second process precipitates gradually, and the first preformed hole 111 eventually passing the first partition wall 11 enters into clear water zone 20.Pond body 10 is divided into settling zone 30 and clear water zone 20 by the utility model, and settling zone 30 is divided into the first settling zone 31 and the second settling zone 32, when drainage flow crosses the first settling zone 31 and the second settling zone 32, direction is turned round, for the horizontal sedimentation tank of prior art, sedimentation effect can be made better, and pond body 10 general layout is simple, reasonable.
Refer to Fig. 2, be provided with downflow weir 41 bottom described second settling zone 32, described downflow weir 41 two ends connect described second partition wall 12 and described pond body 10 sidewall respectively, and described downflow weir 41 forms overflow launder 40 with described first partition wall 11.The height of weir of described downflow weir 41 is that described intake chamber 50 is relative to 1/5 ~ 1/4 of the height bottom described pond body 10.The height of described first preformed hole 111 and/or the second preformed hole 121 is less than the height of weir of described downflow weir 41, and described first preformed hole 111 and/or the second preformed hole 121 are greater than 0.5m relative to the height bottom described pond body 10.So, the second preformed hole 121 can not only be communicated with the first settling zone 31 and the second settling zone 32, and the mud formed after can also avoiding settlement of sewage as far as possible flow into the second settling zone 32.Meanwhile, the downflow weir 41 of overflow launder 40 can stop that the sewage that the second settling zone 32 bottom particles content is many flow into clear water zone 20.
Refer to Fig. 3, described intake chamber 50 is communicated to gutter 60, and described intake chamber 50 is positioned at the top of described first settling zone 31.And the above distributing hole 51 is evenly distributed on bottom described intake chamber 50.Sewage is introduced after intake chamber 50 through gutter 60, enters into pond body 10 from each distributing hole 51 bottom intake chamber 50, and is evenly arranged along intake chamber 50 due to each distributing hole 51, makes comparatively evenly to flow into from the first settling zone 31 water intake end of rectangle.Wherein, in order to improve settlement of sewage effect, during design intake chamber 50, making distributing hole 51 cross water flow velocity must not be greater than 0.8m/s, and distributing hole 51 aperture adopts 150 ~ 250mm, and adjacent distributing hole 51 spacing is 1.5 ~ 2 times of aperture.
Wherein in an embodiment, described pond body 10 is rectangle form pool.Described first partition wall 11 is vertical with described second partition wall 12 to be arranged, and the first partition wall 11 is connected with pond body 10 sidewalls orthogonal simultaneously, and making the first settling zone 31 and the second settling zone 32 is also rectangle.First settling zone 31 and the second settling zone 32 are greater than the width in water (flow) direction in the length of water (flow) direction, and when the first settling zone 31 and the second settling zone 32 length-width ratio are greater than 3, when the length depth ratio of the first settling zone 31 and the second settling zone 32 is greater than 7, can make sewage after evenly entering from first one end, settling zone 31 through intake chamber 50, obtain good sedimentation effect.
Refer to Fig. 4, described second settling zone 32 is provided with more than one the 3rd partition wall 13.In second settling zone 32, set described 3rd partition wall 13 and described first partition wall 11 are set up in parallel mutually, and each described 3rd partition wall 13 is provided with the 3rd preformed hole 131.Described 3rd preformed hole 131 is arranged on the end of described 3rd partition wall 13, and the 3rd preformed hole 131 on adjacent described 3rd partition wall 13 staggers setting mutually.Described second settling zone 32 is separated into two or more the 3rd settling zone by described 3rd partition wall 13.In the utility model embodiment, the 3rd partition wall 13 illustrated in figure is provided with six, and the second settling zone 32 is divided into successively the 3rd settling zone 321, the 3rd settling zone 322 and reduces gradually to the water flow section of the 3rd settling zone 321, settling zone the 326, three to the 3rd settling zone 326.So, when the sewage in the first settling zone 31 enters into behind the second settling zone 32, and the 3rd settling zone 326 is flow to from the 3rd settling zone 321 successively.Simultaneously, because in six the 3rd partition walls 13, the 3rd preformed hole 131 of the 3rd partition wall 13 of arbitrary neighborhood is all crisscross arranged, namely sewage is in the revolution in serpentine of the second settling zone 32, effluent stream via line is increased, the settlement of sewage time is extended, settlement of sewage effect can be improved, improve clear water zone 20 effluent quality.
End, clear water zone 20 is provided with the draining pump housing 21, and in clear water zone 20, clear water drains into the further purified treatment of outside water purification mechanism through the draining pump housing 21.Pond body 10 sidewall is provided with overflow pipe 16, and overflow pipe 16 is near overflow launder 40.Overflow pipe 16 one end is communicated to the second settling zone 32, and overflow pipe 16 other end is communicated to outdoor rainwater inspection well.So, when water level exceeds overflow pipe 16 in the second settling zone 32, by overflow pipe 16, the sewage after purification can be drained into outdoor rainwater inspection well in time.Wherein, clear water zone 20 and settling zone 30 are respectively arranged with cat ladder 14 and 15.So, draining in pond body 10 after Chi Shui, by cat ladder 14 and 15, staff can remove the mud cleaned out in time bottom pond body 10 bottom pond body 10.
Each technical characteristic of the above embodiment can combine arbitrarily, for making description succinct, the all possible combination of each technical characteristic in above-described embodiment is not all described, but, as long as the combination of these technical characteristics does not exist contradiction, be all considered to be the scope that this description is recorded.
The above embodiment only have expressed several embodiment of the present utility model, and it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to utility model patent scope.It should be pointed out that for the person of ordinary skill of the art, without departing from the concept of the premise utility, can also make some distortion and improvement, these all belong to protection domain of the present utility model.Therefore, the protection domain of the utility model patent should be as the criterion with claims.
Claims (10)
1. swinging horizontal sedimentation tank, is characterized in that, comprising:
Chi Ti,
First partition wall, described first partition wall is positioned at pond body, and described first partition wall two ends are all connected with described pond body sidewall, so that described pond body is divided into clear water zone and settling zone;
Second partition wall, described second partition wall is positioned at described settling zone, and one end of described second partition wall is connected with in the middle part of described first partition wall, the other end of described second partition wall is connected with described pond body sidewall, so that described settling zone is divided into the first settling zone and the second settling zone, described first partition wall is provided with the first preformed hole, second settling zone is communicated with described clear water zone by described first preformed hole, described second partition wall is provided with the second preformed hole away from one end of described first partition wall, and the first settling zone is communicated with described second settling zone by described second preformed hole; And
Intake chamber, described intake chamber is positioned at the side of described first settling zone away from described second preformed hole, and described intake chamber is provided with more than one distributing hole, and described first settling zone is communicated with described intake chamber by described distributing hole.
2. swinging horizontal sedimentation tank according to claim 1, is characterized in that, described intake chamber is communicated to gutter.
3. swinging horizontal sedimentation tank according to claim 1, is characterized in that, described intake chamber is positioned at the top of described first settling zone, and the above distributing hole is evenly distributed on bottom described intake chamber.
4. swinging horizontal sedimentation tank according to claim 1, it is characterized in that, be provided with downflow weir bottom described second settling zone, described downflow weir two ends connect described second partition wall and described pond body sidewall respectively, and described downflow weir and described first partition wall form overflow launder.
5. swinging horizontal sedimentation tank according to claim 4, is characterized in that, the height of weir of described downflow weir is that described intake chamber is relative to 1/5 ~ 1/4 of the height bottom the body of described pond.
6. swinging horizontal sedimentation tank according to claim 4, it is characterized in that, the height of described first preformed hole and/or the second preformed hole is less than the height of weir of described downflow weir, and described first preformed hole and/or the second preformed hole are greater than 0.5m relative to the height bottom the body of described pond.
7. swinging horizontal sedimentation tank according to claim 1, it is characterized in that, described second settling zone is provided with more than one the 3rd partition wall, the above the 3rd partition wall and described first partition wall are set up in parallel mutually, each described 3rd partition wall is provided with the 3rd preformed hole, and described second preformed hole is positioned at the second partition wall one end away from described clear water zone.
8. swinging horizontal sedimentation tank according to claim 7, is characterized in that, described 3rd preformed hole is arranged on the end of described 3rd partition wall, the setting and the 3rd preformed hole on adjacent described 3rd partition wall staggers mutually.
9. swinging horizontal sedimentation tank according to claim 7, it is characterized in that, described second settling zone is separated into two or more the 3rd settling zone by the above the 3rd partition wall, and the 3rd settling zone be communicated with described second preformed hole reduces gradually to the water flow section of the 3rd settling zone be connected with described downflow weir.
10. swinging horizontal sedimentation tank according to claim 1, is characterized in that, described pond body is rectangle form pool, and described first partition wall is vertical with described second partition wall to be arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520304995.0U CN204656081U (en) | 2015-05-12 | 2015-05-12 | Swinging horizontal sedimentation tank |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520304995.0U CN204656081U (en) | 2015-05-12 | 2015-05-12 | Swinging horizontal sedimentation tank |
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| CN204656081U true CN204656081U (en) | 2015-09-23 |
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| CN201520304995.0U Expired - Fee Related CN204656081U (en) | 2015-05-12 | 2015-05-12 | Swinging horizontal sedimentation tank |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104826369A (en) * | 2015-05-12 | 2015-08-12 | 中国能源建设集团广东省电力设计研究院有限公司 | Rotary type horizontal flow sedimentation tank |
-
2015
- 2015-05-12 CN CN201520304995.0U patent/CN204656081U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104826369A (en) * | 2015-05-12 | 2015-08-12 | 中国能源建设集团广东省电力设计研究院有限公司 | Rotary type horizontal flow sedimentation tank |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150923 |
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| CF01 | Termination of patent right due to non-payment of annual fee |