CN203080682U - Water and sewage discharging tank - Google Patents
Water and sewage discharging tank Download PDFInfo
- Publication number
- CN203080682U CN203080682U CN 201220370751 CN201220370751U CN203080682U CN 203080682 U CN203080682 U CN 203080682U CN 201220370751 CN201220370751 CN 201220370751 CN 201220370751 U CN201220370751 U CN 201220370751U CN 203080682 U CN203080682 U CN 203080682U
- Authority
- CN
- China
- Prior art keywords
- sewage
- rib
- cell body
- dirt discharge
- discharge groove
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- 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
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Abstract
The utility model provides a water and sewage discharging tank which comprises a tank body for discharging sewage and has a U-shaped section. Two side walls of the U-shaped tank body are respectively provided with projected sewage separating ribs. The sewage separating ribs are equipped downwards and the included angle between each sewage separating rib and the side wall is an acute angle. According to the water and sewage discharging tank provided by the utility model, in the water and sewage discharging process, no matter entering direction of solid excrement in the ordinary sewage, because of obstruction and guiding of sewage separating ribs, contact between the solid excrement in the sewage and the side walls of the tank body can be prevented when the solid excrement enters the tank body. Furthermore blocking by solid excrement adhibition and stoppage at the side walls is prevented, so that the solid excrement in the sewage is easily guided to the central part of the tank body in a concentrated manner. The sewage can be discharged more quickly and thoroughly.
Description
Technical field
The utility model relates to draining, drainage field, particularly a kind of draining dirt discharge groove.
Background technology
At present, existing draining, dirt discharge groove structure, its outward appearance are straight troughs that simple opening is open-air, and the inner surface of rhone (bottom surface and sidewall) all is along sliding leveling face, and is simple in structure.In draining, blowdown process, be subjected to the restriction of rhone two side, it is big that flow is drained at the middle part of groove, and it is little to drain flow near the both sides of sidewall, and is to drain in the mode that staggered, netted water wave flows to.Therefore draining, the dirt discharge groove of this structure very easily cause excreta (shape excreta especially admittedly) to lose the driving force of eliminating to the sidewall direction drift, cause increasing the eliminating difficulty.In addition,, be stained with sticking easily or be trapped in sidewall, be difficult to get rid of from the solid shape excreta that uncovered upper surface falls down.So, the draining dirt discharge groove structure of real world applications, though simple in structure, draining, filth-discharging effect are not good, are in operation, Gu the shape excreta is pressed close to the sidewall of rhone easily, causing getting rid of can not be totally, thoroughly.Excreta is trapped in the groove for a long time, and not only environment worsens easily, and is easy to generate the extremely strong dirt of adhesiveness, damages the self-lubricating of PVC groove, the function of oneself clear joint property.
The utility model content
The purpose of this utility model is to overcome above-mentioned shortcoming, and provide a kind of solid shape excreta to be not easy to be stained with sticking or be trapped in its sidewall make blowdown more fast, draining dirt discharge groove completely.
The technical scheme that realizes the utility model purpose is: a kind of draining dirt discharge groove, comprise and be used for blowdown and the cross section is the cell body of U type, be provided with respectively on the described U type cell body two side protrude out out every dirty muscle rib, be provided with every dirty muscle rib by the two side, in draining blowdown process, no matter solid shape excreta in the general sewage is from which direction, in the time of in entering cell body, because stopping and lead every dirty muscle rib, solid shape excreta in the sewage is avoided contacting with the sidewall of cell body, and then avoided because solid shape excreta is stained with sticking and is trapped in blocking up that sidewall causes, make the solid shape excreta in the sewage be easy to be concentrated the mid portion that is directed to cell body, make getting rid of of sewage more quick, thoroughly.
Above-mentionedly form acute angle with sidewall down every dirty muscle rib, when excreta falls down cell body from cell body top uncovered, can be more easily along the mid portion that slides into cell body.
Above-mentioned described acute angle is 15 °~30 °, effectively isolates solid feces near pasting sidewall, and when making excreta fall down cell body from cell body top uncovered, can be more easily along the mid portion that slides into cell body.
The above-mentioned symmetrical distribution every dirty muscle rib is arranged on the both sides of U type sidewall, and the easier quilt of solid shape excreta in dirty muscle rib makes sewage easily that is provided with that is symmetrically distributed is concentrated the mid portion that is directed to cell body, is convenient to get rid of smooth and easy, quick.
Bottom in the above-mentioned U type cell body is provided with the guiding rib rib of projection, and in draining blowdown process, the laterally drift in cell body of the general shape excreta admittedly of restriction near the cell body sidewall, is avoided draining not thorough.
The guiding rib rib of above-mentioned projection is reverse V-shaped, and guidance quality is better and resistance is little.
Above-mentioned guiding rib rib symmetry also is on the bottom that is set in qually spaced in the cell body, makes the sewage stress equalization, and drainage flow is steady.
The beneficial effects of the utility model are: adopt in draining blowdown process, no matter solid shape excreta in the general sewage is from which direction, in the time of in entering cell body, because stopping and lead every dirty muscle rib, solid shape excreta in the sewage is avoided contacting with the sidewall of cell body, and then avoided because solid shape excreta is stained with sticking and is trapped in blocking up that sidewall causes, make the solid shape excreta in the sewage be easy to be concentrated the mid portion that is directed to cell body, make getting rid of of sewage quick more, thoroughly.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment.
The specific embodiment
The utility model is described in further detail with embodiment below in conjunction with accompanying drawing.
As shown in Figure 1, a kind of draining dirt discharge groove of the utility model comprises being used for blowdown and the cross section is the cell body 1 of U type, be provided with respectively on described U type cell body 1 two side protrude out out every dirty muscle rib 11.Describedly form acute angle with sidewall down every dirty muscle rib 11.Described acute angle is 15 °~30 °.The described symmetrical distribution every dirty muscle rib 11 is arranged on the both sides of U type sidewall.Bottom in the described U type cell body 1 is provided with the guiding rib rib 12 of projection.The guiding rib rib 12 of above-mentioned projection is reverse V-shaped.Described reverse V-shaped guiding rib rib 12 symmetries also are on the bottom that is set in qually spaced in the cell body 1.Described cell body 1 and be PVC every the material of dirty muscle rib 11, the material of described guiding rib rib 12 is PVC, and the self lubricity of PVC material own is strong, favourable rapid drainage, and easily processing, cost is low.On the described cell body 1 the guiding rib rib 12 of close sidewall with sidewall and formed the little groove 13 of water jointly every dirty muscle rib 11.
The foregoing description is preferred embodiment of the present utility model only, is not to be used for limiting practical range of the present utility model.Be that all equalizations of being done according to the utility model content change and modification, all contained by the utility model claim scope required for protection.
Claims (7)
1. draining dirt discharge groove comprises being used for blowdown and the cross section is the cell body (1) of U type, it is characterized in that, be provided with respectively on described U type cell body (1) two side protrude out out every dirty muscle rib (11).
2. draining dirt discharge groove according to claim 1 is characterized in that, describedly forms acute angle with sidewall down every dirty muscle rib (11).
3. draining dirt discharge groove according to claim 2 is characterized in that, described acute angle is 15 °~30 °.
4. draining dirt discharge groove according to claim 1 is characterized in that, the described symmetrical distribution every dirty muscle rib (11) is arranged on the both sides of U type sidewall.
5. draining dirt discharge groove according to claim 1 is characterized in that, the bottom in the described U type cell body (1) is provided with the guiding rib rib (12) of projection.
6. draining dirt discharge groove according to claim 5 is characterized in that, the guiding rib rib (12) of described projection is reverse V-shaped.
7. according to claim 5 or 6 described draining dirt discharge grooves, it is characterized in that described guiding rib rib (12) symmetry also is on the bottom that is set in qually spaced in the cell body (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220370751 CN203080682U (en) | 2012-07-27 | 2012-07-27 | Water and sewage discharging tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220370751 CN203080682U (en) | 2012-07-27 | 2012-07-27 | Water and sewage discharging tank |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203080682U true CN203080682U (en) | 2013-07-24 |
Family
ID=48826534
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201220370751 Expired - Fee Related CN203080682U (en) | 2012-07-27 | 2012-07-27 | Water and sewage discharging tank |
Country Status (1)
Country | Link |
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CN (1) | CN203080682U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103074933A (en) * | 2012-07-27 | 2013-05-01 | 广东联塑科技实业有限公司 | Drainage and pollution discharge trough |
-
2012
- 2012-07-27 CN CN 201220370751 patent/CN203080682U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103074933A (en) * | 2012-07-27 | 2013-05-01 | 广东联塑科技实业有限公司 | Drainage and pollution discharge trough |
CN103074933B (en) * | 2012-07-27 | 2015-12-02 | 广东联塑科技实业有限公司 | A kind of draining dirt discharge groove |
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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 |
Granted publication date: 20130724 Termination date: 20140727 |
|
EXPY | Termination of patent right or utility model |