CN203112606U - Skid-mounted desanding device - Google Patents
Skid-mounted desanding device Download PDFInfo
- Publication number
- CN203112606U CN203112606U CN 201220725642 CN201220725642U CN203112606U CN 203112606 U CN203112606 U CN 203112606U CN 201220725642 CN201220725642 CN 201220725642 CN 201220725642 U CN201220725642 U CN 201220725642U CN 203112606 U CN203112606 U CN 203112606U
- Authority
- CN
- China
- Prior art keywords
- sand
- skid
- settling pit
- water separator
- inlet pipe
- 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
Links
- 239000004576 sand Substances 0.000 claims abstract description 48
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 23
- 238000003756 stirring Methods 0.000 claims abstract description 21
- 239000013049 sediment Substances 0.000 claims description 26
- 230000009467 reduction Effects 0.000 claims description 10
- 230000004941 influx Effects 0.000 claims description 7
- 230000007704 transition Effects 0.000 claims description 4
- 239000010865 sewage Substances 0.000 abstract description 8
- 238000004140 cleaning Methods 0.000 abstract description 2
- 238000002203 pretreatment Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 4
- 238000005273 aeration Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000013618 particulate matter Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 206010002660 Anoxia Diseases 0.000 description 1
- 241000976983 Anoxia Species 0.000 description 1
- 206010021143 Hypoxia Diseases 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000007953 anoxia Effects 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000002906 microbiologic effect Effects 0.000 description 1
- 239000011259 mixed solution Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
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- Separation Of Solids By Using Liquids Or Pneumatic Power (AREA)
Abstract
The utility model discloses a skid-mounted desanding device, comprising a skid-mounted base, an air lifting part, a swirl sand settling machine and a sand-water separator, wherein the swirl sand settling machine and the sand-water separator are arranged on the skid-mounted base; the swirl sand settling machine comprises a sand settling pond, a sand discharge tube, a stirring shaft and a drive device; a flow inlet and a flow outlet are formed at one side of the upper part of the sand settling pond; the bottom part of the sand settling pond is connected with a sand cleaning pipeline; the stirring shaft is arranged inside the sand settling pond; a stirring blade is arranged on the stirring shaft; one end of the sand discharge tube extends into the bottom part of the sand settling pond; the other end of the sand discharge tube is communicated with a water inlet in the box body of the sand-water separator; the air lifting part comprises a roots blower and an air inlet pipe; the roots blower is arranged on the skid-mounted base below the sand-water separator; one end of the air inlet pipe is connected with the air outlet of the roots blower; and the other end of the air inlet pipe extends into one end of the sand discharge tube at the bottom part of the sand settling pond. The problem of removal of large particulate matters at the pre-treatment stage of sewage is solved; a good condition is created for subsequent biochemical treatment; and the skid-mounted desanding device is small in floor area, convenient to transport, and reliable to run.
Description
Technical field
The utility model relates to a kind of waste disposal plant, especially relates to a kind of skid desanding device that can effectively separate sand grains and solid particulate in the sewage and the organism that adheres on the sand grains is washed.
Background technology
Sanitary sewage and trade effluent bring a large amount of sand and solid particulate, need carry out the desanding operation at the sewage pretreatment stage, adopt advection sand removing machine, aeration sand removing machine and eddy flow sand removing machine to carry out desanding at present usually.In use there is following shortcoming respectively in these three kinds of sand removing machines: the advection sand removing machine is bulky, floor space is big and sand grains easy-clear not, and efficient is low, and organic content is big in the sand that precipitates; Aeration sand removing machine energy consumption is big, remove in the sand process and increased oxygen in water, has a negative impact to carrying out the microbiological deterioration reaction under follow-up anaerobism, the anoxia condition, and equipment is huge; Eddy flow sand removing machine desanding floor space is big, water distribution is difficult, and the big increase utility appliance that needs of sediment outflow difficulty is carried out sediment outflow.
The utility model content
The purpose of this utility model is to overcome above-mentioned deficiency of the prior art, a kind of skid desanding device is provided, its simple in structure, reasonable in design and use easy and simple to handle, desanding efficiency is high, solved the removal problem of sewage pretreatment stage large particulate matter, for good condition has been created in follow-up biochemical treatment, floor space is little simultaneously, is convenient to transportation, and is reliable.
For achieving the above object, the technical solution adopted in the utility model is: a kind of skid desanding device, it is characterized in that: comprise the skid base, the air lift part, be installed in the sediment by rotational flow machine and the grit water separator that is installed in skid base opposite side of skid base one side, described sediment by rotational flow machine comprises settling pit, the sediment outflow pipe, stir shaft is with the top that is installed in settling pit and be used for the drive unit that the driving stir shaft rotates, top one side of described settling pit is provided with influx and spout, the bottom of described settling pit is connected with the sand removal pipeline, described stir shaft is installed in the inside of settling pit, on the described stir shaft agitating vane is installed, one end of described sediment outflow pipe stretches into the bottom of settling pit, and the other end of described sediment outflow pipe is communicated with water-in on the casing of grit water separator; Described air lift partly comprises roots blower and inlet pipe, described roots blower is installed on the skid base that is positioned at the grit water separator below, one end of described inlet pipe is connected with the roots blower air outlet, and the other end of described inlet pipe stretches into the sediment outflow Guan Yiduan that is positioned at settling pit bottom and communicates with the sediment outflow pipe.
Above-mentioned skid desanding device is characterized in that: the top of described settling pit and close influx position are provided with baffle plate.
Above-mentioned skid desanding device is characterized in that: described settling pit is made up of upper cavity and lower chamber, and the bottom of described upper cavity is cone surface, connects by the cone surface transition between described upper cavity and the lower chamber.
Above-mentioned skid desanding device is characterized in that: described drive unit comprises motor and speed reduction unit, and the input terminus of described speed reduction unit is connected with the output terminal of motor, and the output terminal of described speed reduction unit is connected with the upper end of stir shaft.
The utility model compared with prior art has the following advantages:
1, the utility model sand setting device and desanding device are integral structure, compact construction, in light weight, and maintenance load is few, is convenient to operation, the desanding efficiency height.
2, the utility model has solved the removal problem of sewage pretreatment stage large particulate matter, for good condition has been created in follow-up biochemical treatment.
3, the utility model floor space is little, is convenient to transportation, and good operational environment is reliable.
4, the utility model adaptation fluctuations in discharge ability is strong, whole integrated level height, and the level of automation height, the working time of going into operation is fast.
Below by drawings and Examples, the utility model is described in further detail.
Description of drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 removes vertical view behind the drive unit for Fig. 1.
Description of reference numerals:
1-1-motor; 1-2-speed reduction unit; 2-sediment outflow pipe;
3-inlet pipe; 4-stir shaft; 5-agitating vane;
6-settling pit; 7-water-in; 8-casing;
9-sand removing hole; 10-baffle plate; 11-U-lag;
12-overflow port; 13-roots blower; 14-influx;
15-spout; 16-sand removal pipeline; 17-grit water separator;
18-skid base.
Embodiment
As depicted in figs. 1 and 2, the utility model comprises skid base 18, the air lift part, be installed in the sediment by rotational flow machine and the grit water separator 17 that is installed in skid base 18 opposite sides of skid base 18 1 sides, described sediment by rotational flow machine comprises settling pit 6, sediment outflow pipe 2, stir shaft 4 is with the top that is installed in settling pit 6 and be used for the drive unit that driving stir shaft 4 rotates, top one side of described settling pit 6 is provided with influx 14 and spout 15, the bottom of described settling pit 6 is connected with sand removal pipeline 16, described stir shaft 4 is installed in the inside of settling pit 6, on the described stir shaft 4 agitating vane 5 is installed, one end of described sediment outflow pipe 2 stretches into the bottom of settling pit 6, and the water-in 7 on the casing 8 of the other end of described sediment outflow pipe 2 and grit water separator 17 is communicated with; Described air lift partly comprises roots blower 13 and inlet pipe 3, described roots blower 13 is installed on the skid base 18 that is positioned at grit water separator 17 belows, one end of described inlet pipe 3 is connected with roots blower 13 air outlets, and the other end of described inlet pipe 3 stretches into sediment outflow pipe 2 one ends that are positioned at settling pit 6 bottoms and communicates with sediment outflow pipe 2.
As shown in Figure 2, the top of described settling pit 6 and close influx 14 positions are provided with baffle plate 10, make and tangentially flow when current and sand enter settling pit 6, and strengthen wall attachment effect.
As shown in Figure 1, described settling pit 6 is made up of upper cavity and lower chamber, and the bottom of described upper cavity is cone surface, connects by the cone surface transition between described upper cavity and the lower chamber.Because the bottom of upper cavity is cone surface, therefore the bottom that makes the sewage that flows into enter settling pit 6 is smoothly precipitated.
As shown in Figure 1, described drive unit comprises motor 1-1 and speed reduction unit 1-2, and the input terminus of described speed reduction unit 1-2 is connected with the output terminal of motor 1-1, and the output terminal of described speed reduction unit 1-2 is connected with the upper end of stir shaft 4.
Working process of the present utility model is: sewage tangentially flows into settling pit 6 by influx 14, under the effect of the transition circle conical surface, make the sand that may be deposited on the upper cavity bottom slip into lower chamber smoothly downwards, under the effect of the agitating vane 5 on the stir shaft 4, current in the settling pit 6 keep circulation, the agitating vane 5 of rotation makes sand grains flow twist, promotes separating of organism and sand grains.Because suffered centrifugal force difference, the sand grains that relative density is bigger is thrown toward pool wall, is lowered into the bottom of settling pit 6 in action of gravity, and clear water then flows out from spout 15; And lighter organism then separates with sand at settling pit 6 middle portions, and organism is taken out of outside the pond with the water outlet eddy flow, by adjusting the rotating speed of motor 1-1, can reach best sand setting effect.The sand setting of settling pit 6 bottoms adopts air lift partly to be promoted to grit water separator 17, the sand water mixed liquid enters casing 8 through sediment outflow pipe 2 from water-in 7, big sand grains will be deposited on U-lag 11 bottoms of grit water separator 17 in the mixed solution, under the promotion of spiral, sand grains promoted along 11 ends of tilting U-lag, continue to pass a segment distance after leaving liquid level, fully dewater to unload by sand removing hole 9 at sand grains and put sand bucket, then discharge and be sent to pump sump from overflow port 12 with water after the sand separation, reach the standard of cleaning sediment outflow.
The above; it only is preferred embodiment of the present utility model; be not that the utility model is imposed any restrictions; every according to the utility model technical spirit to any simple modification, change and equivalent structure transformation that above embodiment does, all still belong in the protection domain of technical solutions of the utility model.
Claims (4)
1. skid desanding device, it is characterized in that: comprise skid base (18), the air lift part, be installed in the sediment by rotational flow machine and the grit water separator (17) that is installed in skid base (18) opposite side of skid base (18) one sides, described sediment by rotational flow machine comprises settling pit (6), sediment outflow pipe (2), stir shaft (4) and be installed in the top of settling pit (6) and be used for drive the drive unit of stir shaft (4) rotation, top one side of described settling pit (6) is provided with influx (14) and spout (15), the bottom of described settling pit (6) is connected with sand removal pipeline (16), described stir shaft (4) is installed in the inside of settling pit (6), agitating vane (5) is installed on the described stir shaft (4), one end of described sediment outflow pipe (2) stretches into the bottom of settling pit (6), and the water-in (7) on the casing (8) of the other end of described sediment outflow pipe (2) and grit water separator (17) is communicated with; Described air lift partly comprises roots blower (13) and inlet pipe (3), described roots blower (13) is installed on the skid base (18) that is positioned at grit water separator (17) below, one end of described inlet pipe (3) is connected with roots blower (13) air outlet, and the other end of described inlet pipe (3) stretches into sediment outflow pipe (2) one ends that are positioned at settling pit (6) bottom and communicates with sediment outflow pipe (2).
2. according to the described skid desanding device of claim 1, it is characterized in that: the top of described settling pit (6) and close influx (14) position are provided with baffle plate (10).
3. according to claim 1 or 2 described skid desanding devices, it is characterized in that: described settling pit (6) is made up of upper cavity and lower chamber, and the bottom of described upper cavity is cone surface, connects by the cone surface transition between described upper cavity and the lower chamber.
4. according to claim 1 or 2 described skid desanding devices, it is characterized in that: described drive unit comprises motor (1-1) and speed reduction unit (1-2), the input terminus of described speed reduction unit (1-2) is connected with the output terminal of motor (1-1), and the output terminal of described speed reduction unit (1-2) is connected with the upper end of stir shaft (4).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220725642 CN203112606U (en) | 2012-12-26 | 2012-12-26 | Skid-mounted desanding device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220725642 CN203112606U (en) | 2012-12-26 | 2012-12-26 | Skid-mounted desanding device |
Publications (1)
Publication Number | Publication Date |
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CN203112606U true CN203112606U (en) | 2013-08-07 |
Family
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Family Applications (1)
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CN 201220725642 Expired - Fee Related CN203112606U (en) | 2012-12-26 | 2012-12-26 | Skid-mounted desanding device |
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CN (1) | CN203112606U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103961913A (en) * | 2014-05-20 | 2014-08-06 | 重庆市合川排水有限公司 | Rotational flow grit chamber and grit-water separation system with same |
CN104355513A (en) * | 2014-10-31 | 2015-02-18 | 上海市政工程设计研究总院(集团)有限公司 | Hydraulic separation device and method for sewer sludge |
CN111558449A (en) * | 2020-05-14 | 2020-08-21 | 江苏振强机械科技股份有限公司 | Novel multi-cavity water-gas combined sand washer |
-
2012
- 2012-12-26 CN CN 201220725642 patent/CN203112606U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103961913A (en) * | 2014-05-20 | 2014-08-06 | 重庆市合川排水有限公司 | Rotational flow grit chamber and grit-water separation system with same |
CN104355513A (en) * | 2014-10-31 | 2015-02-18 | 上海市政工程设计研究总院(集团)有限公司 | Hydraulic separation device and method for sewer sludge |
CN104355513B (en) * | 2014-10-31 | 2023-12-29 | 上海市政工程设计研究总院(集团)有限公司 | Hydraulic separation device and method for sludge in through ditch |
CN111558449A (en) * | 2020-05-14 | 2020-08-21 | 江苏振强机械科技股份有限公司 | Novel multi-cavity water-gas combined sand washer |
CN111558449B (en) * | 2020-05-14 | 2021-09-21 | 江苏振强机械科技股份有限公司 | Novel multi-cavity water-gas combined sand washer |
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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: 20130807 Termination date: 20141226 |
|
EXPY | Termination of patent right or utility model |