CN207101981U - Sand sediment trap construction in sewage disposal system - Google Patents
Sand sediment trap construction in sewage disposal system Download PDFInfo
- Publication number
- CN207101981U CN207101981U CN201721024855.3U CN201721024855U CN207101981U CN 207101981 U CN207101981 U CN 207101981U CN 201721024855 U CN201721024855 U CN 201721024855U CN 207101981 U CN207101981 U CN 207101981U
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- CN
- China
- Prior art keywords
- pond
- well body
- disposal system
- sewage disposal
- well
- 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
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- Treatment Of Sludge (AREA)
- Sewage (AREA)
Abstract
It the utility model is related to the sand sediment trap construction in a kind of sewage disposal system, it is characterised in that：Including the well body in roundabout shape and the mud guard bar for being laid in well body bottom surface, the well body of the roundabout shape is made up of some sections of horizontal strokes, vertical continuously coupled pond body, the pond body is made up of two side and bottom of pond, the bottom of pond of each continuous pond body is continuous inclined-plane, several removable screen packs are inserted with the two side of the horizontal pond body of first paragraph, spillway basin is provided with well body end, well body end bottom is collected trench bottom with the sludge of well body end side and connected, and has sewage inlet pipe in well body head end.Sand sediment trap tectonic sieving in the utility model dirt sewage disposal system is reasonable, substantially increases the efficiency and effect of particulate matter in processing sewage, without any electric power, also reduces processing cost.
Description
Technical field：
It the utility model is related to the sand sediment trap construction in a kind of sewage disposal system.
Background technology：
The particulate matters such as substantial amounts of silt, heavy metal are had in the sewage disposal in cities and towns, those particulate matters can be to ecological ring
There is certain destruction in border, then preferably those particulate matters can not be handled in existing sewage disposal, even if having
Indivedual process equipment, but structure is more complicated, and treatment effeciency is low, cost is high.
The content of the invention：
The purpose of this utility model is in the sand sediment trap construction in a kind of sewage disposal system is provided, the sewage disposal system
In sand sediment trap tectonic sieving it is reasonable, be advantageous to improve processing sewage in particulate matter efficiency and effect.
Sand sediment trap construction in the utility model sewage disposal system, it is characterised in that：Including the well body in roundabout shape and
The mud guard bar of well body bottom surface is laid in, the well body of the roundabout shape is made up of some sections of horizontal strokes, vertical continuously coupled pond body, described
Pond body is made up of two side and bottom of pond, and the bottom of pond of each continuous pond body is continuous inclined-plane, is inserted in the two side of the horizontal pond body of first paragraph
Provided with several removable screen packs, spillway basin is provided with well body end, well body end bottom and the sludge of well body end side are received
Collect trench bottom connection, there is sewage inlet pipe in well body head end.
Further, the section of above-mentioned mud guard bar is obtuse angle isosceles triangle, and one waist edge is fixed on bottom of pond, another waist
Side is in upstream face.
Further, above-mentioned removable screen pack includes four frame bodies and the wire side being located in four frame bodies, the pond body two
Side wall has the slot with 65 degree of -85 degree of horizontal tilt, and the external side of four frames can be inserted into the slot.
The operation principle of sand sediment trap construction in the utility model sewage disposal system, the sewage of sewage from well body head end enter
Pipe inputs, and then in turn through in the horizontal pond body of first paragraph and several removable screen packs, is filtered the dirt in water, and
Slow down water velocity, then the particulate matter of sewage is gradually deposited due to gravity, is stopped by mud guard bar, is flowed to end
Sewage in particulate matter stop by roundabout and mud guard bar several times, deposit to bottom of pond, and reach the water of end i.e. compared with
To be limpid, flowed to by the overflow of well body end in spillway basin, and the dirt deposited is that can be flowed by the bottom of well body end
Toward in the sludge collecting tank of well body end side.
Sand sediment trap tectonic sieving in the utility model dirt sewage disposal system is reasonable, substantially increase processing sewage in
The efficiency and effect of grain thing, without any electric power, also reduce processing cost.
Brief description of the drawings：
Fig. 1 is profile construction schematic diagram of the present utility model；
Fig. 2 is the drawing in side sectional elevation of the horizontal pond body of first paragraph；
Fig. 3 is the profilograph of the horizontal pond body of first paragraph；
Fig. 4 is the profile construction schematic diagram of mud guard bar；
Fig. 5 is the profile construction schematic diagram of spillway basin and well body end.
Embodiment：
The utility model method is described in further detail with reference to embodiment.It should be strongly noted that this
The protection domain of utility model should include but is not limited to the technology contents disclosed in the present embodiment.
Sand sediment trap construction in the utility model sewage disposal system including the well body 1 in roundabout shape and is laid in well body bottom
The mud guard bar 2 in face, the well body 1 of the roundabout shape are made up of some sections of horizontal strokes, vertical continuously coupled pond body 3, and the pond body 3 is by two
Side wall 301 and bottom of pond 302 are formed, and the bottom of pond 302 of each continuous pond body is continuous inclined-plane, in the both sides of the horizontal pond body 303 of first paragraph
Wall is inserted with several removable screen packs 4, and spillway basin 5, well body end bottom and well body end side are provided with well body end
The bottom of sludge collecting tank 6 connects, and has sewage inlet pipe 7 in well body head end.
Further, the section of above-mentioned mud guard bar 2 is obtuse angle isosceles triangle, and one waist edge 201 is fixed on bottom of pond, separately
One waist edge 202 is in upstream face.The deposition being designed with beneficial to particles such as silts of the structure of mud guard bar 2, and up water is not
Also it is not easy to be rushed the pollutant positioned at another lower section of waist edge 202 during disconnected agitation, realization preferably deposition, and mud guard bar
2 do not extend fully into the two side of pond body, so that over time, dirt are washed into the end of well body 1 by side
In end and sludge collecting tank 6.
Further, above-mentioned removable screen pack 4 includes four frame bodies 401 and the wire side 402 being located in four frame bodies 401,
The pond body two side has the slot 8 with 65 degree of -85 degree of horizontal tilt, and the external side of four frames can be inserted into the slot.
Removable screen pack 4 in the horizontal pond body 303 of first paragraph has three, wherein first, second removable mistake close to sewage inlet pipe 7
Filter screen 4 and horizontal plane 68 degree of angles of formation, and the 3rd removable screen pack 4 and horizontal plane 78 degree of angles of formation, first, second
Being designed with for removable screen pack 4 is beneficial to slow down impact of water, and the 3rd removable screen pack 4 is advantageous to further stop particulate matter.
Well body bottom surface forms 5 degree of inclination with horizontal plane.
The operation principle of sand sediment trap construction in the utility model sewage disposal system, the sewage of sewage from well body head end enter
Pipe inputs, and then in turn through in the horizontal pond body of first paragraph and several removable screen packs, is filtered the dirt in water, and
Slow down water velocity, then the particulate matter of sewage is gradually deposited due to gravity, is stopped by mud guard bar, is flowed to end
Sewage in particulate matter stop by roundabout and mud guard bar several times, deposit to bottom of pond, and reach the water of end i.e. compared with
To be limpid, flowed to by the overflow of well body end in spillway basin, and the dirt deposited is that can be flowed by the bottom of well body end
Toward in the sludge collecting tank of well body end side.
Sand sediment trap tectonic sieving in the utility model dirt sewage disposal system is reasonable, substantially increase processing sewage in
The efficiency and effect of grain thing, without any electric power, also reduce processing cost.
The foregoing is only preferred embodiment of the present utility model, it is all done according to present utility model application the scope of the claims it is equal
Deng change and modification, it should all belong to covering scope of the present utility model.
Claims (3)
- A kind of 1. sand sediment trap construction in sewage disposal system, it is characterised in that：Including the well body in roundabout shape and it is laid in well The mud guard bar of body bottom surface, the well body of the roundabout shape are made up of some sections of horizontal strokes, vertical continuously coupled pond body, and the pond body is by two Side wall and bottom of pond are formed, and the bottom of pond of each continuous pond body is continuous inclined-plane, is inserted with the two side of the horizontal pond body of first paragraph some Individual removable screen pack, spillway basin is provided with well body end, and well body end bottom and the sludge of well body end side collect trench bottom Connection, has sewage inlet pipe in well body head end.
- 2. the sand sediment trap construction in sewage disposal system according to claim 1, it is characterised in that：The mud guard bar Section is obtuse angle isosceles triangle, and one waist edge is fixed on bottom of pond, and another waist edge is in upstream face.
- 3. the sand sediment trap construction in sewage disposal system according to claim 1, it is characterised in that：The removable screen pack Including four frame bodies and the wire side being located in four frame bodies, the pond body two side has slotting with 65 degree of -85 degree of horizontal tilt Groove, the external side of four frames can be inserted into the slot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721024855.3U CN207101981U (en) | 2017-08-16 | 2017-08-16 | Sand sediment trap construction in sewage disposal system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721024855.3U CN207101981U (en) | 2017-08-16 | 2017-08-16 | Sand sediment trap construction in sewage disposal system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207101981U true CN207101981U (en) | 2018-03-16 |
Family
ID=61579111
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721024855.3U Expired - Fee Related CN207101981U (en) | 2017-08-16 | 2017-08-16 | Sand sediment trap construction in sewage disposal system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207101981U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111203008A (en) * | 2020-01-08 | 2020-05-29 | 广东富源科技股份有限公司 | Efficient multistage precipitation tank of sapphire crystal processing equipment coolant liquid powder |
| CN115306776A (en) * | 2022-08-04 | 2022-11-08 | 青岛罗泰克亿利汽车橡塑制品有限公司 | Hydraulic oil tank with deposit structure |
-
2017
- 2017-08-16 CN CN201721024855.3U patent/CN207101981U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111203008A (en) * | 2020-01-08 | 2020-05-29 | 广东富源科技股份有限公司 | Efficient multistage precipitation tank of sapphire crystal processing equipment coolant liquid powder |
| CN111203008B (en) * | 2020-01-08 | 2021-11-19 | 广东富源科技股份有限公司 | Efficient multistage precipitation tank of sapphire crystal processing equipment coolant liquid powder |
| CN115306776A (en) * | 2022-08-04 | 2022-11-08 | 青岛罗泰克亿利汽车橡塑制品有限公司 | Hydraulic oil tank with deposit structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180316 Termination date: 20210816 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |