CN205019784U - Vertical -flow sedimentation tank of institutional advancement - Google Patents
Vertical -flow sedimentation tank of institutional advancement Download PDFInfo
- Publication number
- CN205019784U CN205019784U CN201520800911.2U CN201520800911U CN205019784U CN 205019784 U CN205019784 U CN 205019784U CN 201520800911 U CN201520800911 U CN 201520800911U CN 205019784 U CN205019784 U CN 205019784U
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- China
- Prior art keywords
- overflow
- sedimentation tank
- slag trap
- vertical
- overflow edge
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- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model provides a vertical -flow sedimentation tank of institutional advancement, including precipitating the cell body, the sedimentation tank internally be equipped with perpendicular flow tube, the bottom of erecting the flow tube is equipped with the flow distribution plate, the upper portion of precipitating the cell body is equipped with the overflow edge, the inboard on overflow edge is equipped with the slag trap, top and the bottom of slag trap on overflow edge all design to the cockscomb structure. The beneficial effects of the utility model are that: the suspended solid that rivers drove among the vertical -flow sedimentation tank is fully stopped when the slag trap is followed with the overflow, prevents the suspended solid and floats commodity circulation to overflow edge, influences a water quality of water, has not only improved the effect that stops of suspended solid and floater, has more improved to go out water quality of water behind vertical flow sedimentation.
Description
Technical field
The utility model relates to technical field of sewage treatment equipment, particularly relates to the vertical sedimentation basin that a kind of structure is improved.
Background technology
Vertical sedimentation basin of the prior art, as shown in Figure 1, be plate armature bottom slag trap, when the suspension that current in vertical sedimentation basin drive through slag trap and overflow along time can not fully be stopped, suspension and floating thing flow to overflow edge, affect effluent quality.
Utility model content
The utility model provides the vertical sedimentation basin that a kind of structure is improved, the suspension that in vertical sedimentation basin, current drive through slag trap and overflow along time fully stopped, prevent suspension and floating thing from flowing to overflow edge, affect effluent quality, not only increase the blocking effect of suspension and floating thing, more improve effluent quality after perpendicular stream precipitation.
For solving the problems of the technologies described above, the embodiment of the present application provides the vertical sedimentation basin that a kind of structure is improved, comprise sedimentation tank body, perpendicular stream pipe is provided with in described sedimentation tank body, the bottom of perpendicular stream pipe is provided with flow distribution plate, the top of sedimentation tank body is provided with overflow edge, and the inner side on overflow edge is provided with slag trap, and the described top on overflow edge and the bottom of slag trap are all designed to zigzag.
As a preferred technical scheme of the present utility model, the top on described overflow edge is lower than slag trap top, and the bottom on overflow edge, lower than the bottom of slag trap, forms overflow pushing off the slag passage between overflow edge and slag trap.
As a preferred technical scheme of the present utility model, be provided with demarcation strip between the bottom on described overflow edge and sedimentation tank body and form overflow launder.
The one or more technical schemes provided in the embodiment of the present application, at least have following technique effect or advantage:
The suspension that in vertical sedimentation basin, current drive through slag trap and overflow along time fully stopped, prevent suspension and floating thing from flowing to overflow edge, affect effluent quality, not only increase the blocking effect of suspension and floating thing, more improve effluent quality after perpendicular stream precipitation.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the overall structure schematic diagram of prior art;
Fig. 2 is the overall structure figure of the embodiment of the present application.
In figure: 1, sedimentation tank body, 2, perpendicular stream pipe, 3, flow distribution plate, 4, overflow edge, 5, slag trap, 6, demarcation strip.
Detailed description of the invention
The utility model provides the vertical sedimentation basin that a kind of structure is improved, the suspension that in vertical sedimentation basin, current drive through slag trap and overflow along time fully stopped, prevent suspension and floating thing from flowing to overflow edge, affect effluent quality, not only increase the blocking effect of suspension and floating thing, more improve effluent quality after perpendicular stream precipitation.
In order to better understand technique scheme, below in conjunction with Figure of description and concrete embodiment, technique scheme is described in detail.
As shown in Figure 2, the vertical sedimentation basin that a kind of structure described in the present embodiment is improved, comprise sedimentation tank body 1, perpendicular stream pipe 2 is provided with in described sedimentation tank body 1, the bottom of perpendicular stream pipe 2 is provided with flow distribution plate 3, the top of sedimentation tank body 1 is provided with overflow along 4, overflow is provided with slag trap 5 along the inner side of 4, the bottom of the top of described overflow along 4 and slag trap 5 is all designed to zigzag, the suspension that in sedimentation basin, current drive through slag trap 5 and overflow along 4 time fully stopped, prevent suspension and floating thing from flowing to overflow edge, affect effluent quality.
Wherein, in the present embodiment, the top of described overflow along 4 is lower than slag trap 5 top, and the bottom of overflow along 4 is lower than the bottom of slag trap 5, and overflow is along forming overflow pushing off the slag passage between 4 and slag trap 5.
Wherein, in the present embodiment, be provided with demarcation strip 6 between the bottom of described overflow along 4 and sedimentation tank body 1 and form overflow launder.
The above, it is only preferred embodiment of the present utility model, not any pro forma restriction is done to the utility model, although the utility model discloses as above with preferred embodiment, but and be not used to limit the utility model, any those skilled in the art, do not departing within the scope of technical solutions of the utility model, make a little change when the technology contents of above-mentioned announcement can be utilized or be modified to the Equivalent embodiments of equivalent variations, in every case be the content not departing from technical solutions of the utility model, according to any simple modification that technical spirit of the present utility model is done above embodiment, equivalent variations and modification, all still belong in the scope of technical solutions of the utility model.
Claims (3)
1. the vertical sedimentation basin of a structure improvement, it is characterized in that: comprise sedimentation tank body (1), perpendicular stream pipe (2) is provided with in described sedimentation tank body (1), the bottom of perpendicular stream pipe (2) is provided with flow distribution plate (3), the top of sedimentation tank body (1) is provided with overflow along (4), overflow is provided with slag trap (5) along the inner side of (4), and described overflow is all designed to zigzag along the top of (4) and the bottom of slag trap (5).
2. the vertical sedimentation basin of a kind of structure improvement according to claim 1, it is characterized in that, the top of described overflow edge (4) is lower than slag trap (5) top, the bottom of overflow edge (4), lower than the bottom of slag trap (5), forms overflow pushing off the slag passage between overflow edge (4) and slag trap (5).
3. the vertical sedimentation basin of a kind of structure improvement according to claim 1, is characterized in that, described overflow forms overflow launder along being provided with demarcation strip (5) between the bottom and sedimentation tank body (1) of (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520800911.2U CN205019784U (en) | 2015-10-13 | 2015-10-13 | Vertical -flow sedimentation tank of institutional advancement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520800911.2U CN205019784U (en) | 2015-10-13 | 2015-10-13 | Vertical -flow sedimentation tank of institutional advancement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205019784U true CN205019784U (en) | 2016-02-10 |
Family
ID=55252352
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520800911.2U Expired - Fee Related CN205019784U (en) | 2015-10-13 | 2015-10-13 | Vertical -flow sedimentation tank of institutional advancement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205019784U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105999779A (en) * | 2016-06-30 | 2016-10-12 | 天津市鸿禄食品有限公司 | Preparation method of precipitation machine convenient for intercepting separation |
| CN106039781A (en) * | 2016-06-30 | 2016-10-26 | 天津市鸿禄食品有限公司 | Method for producing novel starch precipitating machine |
| CN108824388A (en) * | 2018-05-29 | 2018-11-16 | 张玉峰 | Take overflow pond floater cleaning device of environmental protection no stirring |
-
2015
- 2015-10-13 CN CN201520800911.2U patent/CN205019784U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105999779A (en) * | 2016-06-30 | 2016-10-12 | 天津市鸿禄食品有限公司 | Preparation method of precipitation machine convenient for intercepting separation |
| CN106039781A (en) * | 2016-06-30 | 2016-10-26 | 天津市鸿禄食品有限公司 | Method for producing novel starch precipitating machine |
| CN108824388A (en) * | 2018-05-29 | 2018-11-16 | 张玉峰 | Take overflow pond floater cleaning device of environmental protection no stirring |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160210 Termination date: 20171013 |