CN205461165U - Novel pipe chute waste water sedimentation pond - Google Patents
Novel pipe chute waste water sedimentation pond Download PDFInfo
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- CN205461165U CN205461165U CN201620056653.6U CN201620056653U CN205461165U CN 205461165 U CN205461165 U CN 205461165U CN 201620056653 U CN201620056653 U CN 201620056653U CN 205461165 U CN205461165 U CN 205461165U
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- platform
- cell body
- inclined tube
- pipe
- detention tank
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Abstract
The utility model provides a novel pipe chute waste water sedimentation pond relates to sewage treatment technical field, including the cell body, be located the play basin on the cell body, be located the platform in the middle of the cell body, set up the last water inlet of below, pool side wall of platform, place the pipe chute on the platform, set up in the perforated sludge discharge pipe of bottom of the pool, the platform is fretwork shape platform, the pipe chute becomes cellular and is fixed in in the platform of fretwork, the bottom of the pool designs into a plurality of and is the terraced size ditch body that the cockscomb structure distributes, it is internal that the perforation blow off pipe adopts pipeline bracket to be fixed in every ditch. The utility model discloses a cellular pipe chute design has increased sedimentation area, and settling speed is fast, deposits more abundant, simple structure, the convenient economy of preparation, greatly reduced sewage treatment's cost.
Description
Technical field
This utility model relates to technical field of sewage, particularly relates to a kind of novel inclined tube detention tank.
Background technology
Precipitation is to make the float (the most precipitable solid) in waste water sink under gravity, thus
Separate with waste water, make water quality become clarification.For completing the referred to as sedimentation tank of constructing of precipitation process, existing
Depositing technology, sewage is transported to sedimentation tank after neutralizing reaction, then adds flocculant in sedimentation tank,
Direct precipitation, after waiting precipitation to complete, extracts discharge by pump out supernatant.
There is a lot of shortcoming in existing sedimentation tank:
1, natural sedimentation in sedimentation tank, settling velocity is slow.2, flocculant is added at sedimentation tank, it is impossible to have
Effect fully flocculation, can cause the wasting of resources flocculation sediment effect undesirable.3, pump is used directly to extract supernatant out
Liquid, can stir water body, causes water-bed precipitate to dig.
Utility model content
For solving problem above, this utility model provides a kind of novel inclined tube detention tank, including cell body,
It is positioned at the effluent trough of cell body upper end, is positioned at the platform in the middle of cell body, arranges on the lower section of platform, cell body sidewall
Water inlet, the inclined tube being positioned on platform, be arranged at the perforated sludge discharge pipe at the bottom of pond;Described platform is hollow out
Shape platform, described inclined tube becomes in the cellular platform being fixed on hollow out, when float encounters inclined tube, can precipitate
On inclined tube, then along inclined tube toward downwards, through hollow out platform, finally sink at the bottom of pond, described
Being designed to the terraced build ditch body of several indentations distribution at the bottom of pond, described perforation blow-off pipe uses support of pipelines
It is fixed in each ditch body.
Further, described effluent trough is by two pieces of jagged water outlet weir plate sidewalls and one piece of smooth water outlet weir plate
The U-shaped effluent trough of bottom surface composition, two ends are respectively welded on the sidewall of cell body.
Further, institute's perforation blow-off pipe is the steel pipe being evenly arranged with some apertures on tube wall, external sludge pump.
Further, described inclined tube uses macromolecule organic material to make, in tetragon, hexagon or circle
Any one, and from the horizontal by the angle of 45-90 degree.
Further, the bottom of described platform is provided with the inclined-tube support that rustless steel is made, and is used for fixing inclined tube.
Further, the inside sidewalls of described cell body cell body uses channel-section steel to reinforce.
The beneficial effects of the utility model: 1, this utility model uses alveolate leaning pipe design, adds precipitation face
Long-pending, settling velocity is fast, and precipitation is relatively more abundant, simple in construction, and economy easy to make greatly reduces sewage
The cost processed.2, this utility model use effluent trough design, the supernatant of precipitation can overflow, will not be right
Water body produces agitation, the convenient water discharge processed, it is to avoid supernatant directly extracted out by use pump, can stir
Water body, causes water-bed precipitate to dig..
Accompanying drawing explanation
Fig. 1: structural representation of the present utility model.
A-A face sectional structure schematic diagram in Fig. 2: Fig. 1.
Fig. 3: this utility model perforation blow-off pipe structural representation.
Wherein: 1 is cell body, 2 is effluent trough, and 3 is platform, and 4 is water inlet, and 5 is inclined tube, and 6 is perforation row
Dirty pipe, 7 is inclined-tube support, and 8 is ditch body, and 9 is support of pipelines, and 10 is aperture, and 11 is water outlet weir plate sidewall,
12 is water outlet weir plate bottom surface.
Detailed description of the invention
As shown in Figure 1, 2, this utility model provides a kind of novel inclined tube detention tank, including cell body 1,
It is positioned at the effluent trough 2 of cell body upper end, is positioned at the platform 3 in the middle of cell body, the lower section of platform 3, cell body side are set
Water inlet 4 on wall, the inclined tube 5 being positioned on platform, it is arranged at the perforated sludge discharge pipe 6 at the bottom of pond;Described flat
Platform 3 is hollow out shape platform, and described inclined tube 5 becomes in the cellular platform 3 being fixed on hollow out, uses macromolecule
Organic material is made, in tetragon, hexagon or circular any one, and from the horizontal by 45-90 degree
Angle, and the bottom of described platform 3 is provided with the inclined-tube support 7 that rustless steel is made, and is used for fixing inclined tube 5.
When float encounters inclined tube, can be deposited on inclined tube, then along inclined tube toward downwards, through hollow out platform,
Finally sink at the bottom of pond;At the bottom of described pond, 1 is designed to the terraced build ditch body 8 of several indentations distribution, institute
Stating perforation blow-off pipe 6 uses support of pipelines 9 to be fixed in each ditch body 8.Institute's perforation blow-off pipe 6 is tube wall
On be evenly arranged with the steel pipe of some apertures 10, external sludge pump.Described effluent trough 2 is jagged by two pieces
Water outlet weir plate sidewall 11 and the U-shaped effluent trough of one piece of smooth water outlet weir plate bottom surface 12 composition, two ends are respectively
It is welded on the sidewall of cell body 1.The inside sidewalls of described cell body cell body uses channel-section steel to reinforce.
Utility model works principle: sewage is after flocculation basin adds flocculant, through water distribution Buffer Pool, by certainly
Body pressure press-in sedimentation tank, adds in the centre of sedimentation tank and does a hollow out platform, and then platform is placed above height
The cellular inclined tube of molecule organic material, by increasing in sewage the float adding flocculant and object
Contact area accelerates precipitation, and float is encountered inclined tube, can be deposited on inclined tube, then along inclined tube down
Walk, through hollow out platform, finally sink at the bottom of pond.The upper end of sedimentation tank is added with effluent trough, according to supernatant
Can flow automatically in groove when water level is higher than effluent trough, then be discharged by effluent trough, pond base fabric has mud extraction tube
Road, by the extraction of sludge pump, directly extracts out.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model,
All any amendment, equivalent and improvement etc. made within spirit of the present utility model and principle, all should
Within being included in protection domain of the present utility model.
Claims (6)
1. a novel inclined tube detention tank, it is characterised in that: include cell body, be positioned at the effluent trough of cell body upper end, it is positioned at the platform in the middle of cell body, water inlet on the lower section of platform, cell body sidewall, the inclined tube being positioned on platform are set, are arranged at the perforated sludge discharge pipe at the bottom of pond;Described platform is hollow out shape platform, and described inclined tube becomes in the cellular platform being fixed on hollow out;Being designed to the terraced build ditch body of several indentations distribution at the bottom of described pond, described perforation blow-off pipe uses support of pipelines to be fixed in each ditch body.
Novel inclined tube detention tank the most according to claim 1, it is characterised in that: the U-shaped effluent trough that described effluent trough is made up of two pieces of jagged water outlet weir plate sidewalls and one piece of smooth water outlet weir plate bottom surface, two ends are respectively welded on the sidewall of cell body.
Novel inclined tube detention tank the most according to claim 2, it is characterised in that: institute's perforation blow-off pipe is the steel pipe being evenly arranged with some apertures on tube wall, external sludge pump.
Novel inclined tube detention tank the most according to claim 1, it is characterised in that: described inclined tube uses macromolecule organic material to make, in tetragon, hexagon or circular any one, and from the horizontal by the angle of 45-90 degree.
Novel inclined tube detention tank the most according to claim 4, it is characterised in that: the bottom of described platform is provided with the inclined-tube support that rustless steel is made, and is used for fixing inclined tube.
Novel inclined tube detention tank the most according to claim 1, it is characterised in that: the inside sidewalls of described cell body cell body uses channel-section steel to reinforce.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620056653.6U CN205461165U (en) | 2016-01-21 | 2016-01-21 | Novel pipe chute waste water sedimentation pond |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620056653.6U CN205461165U (en) | 2016-01-21 | 2016-01-21 | Novel pipe chute waste water sedimentation pond |
Publications (1)
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CN205461165U true CN205461165U (en) | 2016-08-17 |
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ID=56638759
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CN201620056653.6U Active CN205461165U (en) | 2016-01-21 | 2016-01-21 | Novel pipe chute waste water sedimentation pond |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108905315A (en) * | 2018-09-13 | 2018-11-30 | 深圳市康子辰环保科技有限公司 | A kind of mudpan spoil disposal collection device and sludge discharging method |
CN110759505A (en) * | 2019-11-11 | 2020-02-07 | 保定永丽印务有限公司 | CTP dashes version machine waste water circulation processing system |
-
2016
- 2016-01-21 CN CN201620056653.6U patent/CN205461165U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108905315A (en) * | 2018-09-13 | 2018-11-30 | 深圳市康子辰环保科技有限公司 | A kind of mudpan spoil disposal collection device and sludge discharging method |
CN110759505A (en) * | 2019-11-11 | 2020-02-07 | 保定永丽印务有限公司 | CTP dashes version machine waste water circulation processing system |
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