CN205045865U - Automatic get rid of biological bars of mud - Google Patents
Automatic get rid of biological bars of mud Download PDFInfo
- Publication number
- CN205045865U CN205045865U CN201520785744.9U CN201520785744U CN205045865U CN 205045865 U CN205045865 U CN 205045865U CN 201520785744 U CN201520785744 U CN 201520785744U CN 205045865 U CN205045865 U CN 205045865U
- Authority
- CN
- China
- Prior art keywords
- sludge hopper
- suction pump
- rectangular frame
- mud
- 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
- 239000010802 sludge Substances 0.000 claims abstract description 41
- 238000005273 aeration Methods 0.000 claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000012856 packing Methods 0.000 claims description 6
- 239000011148 porous material Substances 0.000 claims description 4
- 239000000945 filler Substances 0.000 claims description 3
- 230000005611 electricity Effects 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 14
- 238000005516 engineering process Methods 0.000 description 6
- 238000000746 purification Methods 0.000 description 5
- 241000195493 Cryptophyta Species 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002906 microbiologic effect Effects 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- 239000013043 chemical agent Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
Landscapes
- Treatment Of Sludge (AREA)
Abstract
The utility model provides an automatic get rid of biological bars of mud, can self -timing clearance mud, it is including establishing rectangular frame (1) on sludge hopper (15), establish biofilm carrier (2), aeration pipe (3) between rectangular frame (1) and sludge hopper (15) on rectangular frame (1), sludge hopper (15) trapezoidal for the inversion, sludge hopper (15) inside current condenser (4), aeration equipment (5), suction pump (6) of being equipped with, the upper surface of sludge hopper (15) is for sunken, the department is equipped with mudhole (7) in the middle of sunken, is equipped with in mudhole (7) mud pipe (8), suction pump (6) is connected in mud pipe (8), hou mian blow off pipe (9) of sludge hopper (15) are connected in suction pump (6), aeration pipe (3) connect aeration equipment (5), current condenser (4), aeration equipment (5), suction pump (6) all be connected with timing device (10) electricity.
Description
Technical field
The utility model relates to water purification technology field, is specifically a kind of biological grid of automatic removal mud.
Background technology
Artificial lake at present in present city, the contaminated situation of wetland is also more and more serious, have a strong impact on the landscape effect of ecological water area, mechanical filter, materialization is adsorbed, chemistry kills algae, add in the purification of water quality of urban water-body and the restoration of the ecosystem at home and abroad of the single technologies such as microbiobacterial agent and all have application, mechanical filter, materialization adsorption method for purifying device is respond well in production application, but there is the problem that working cost is high, as the material expensive of water body purification, and current consumption is larger, only be suitable for the strengthened purification of Small-scale Landscape Water Bodies, chemistry kills algae and adds microbial bacteria agent method and can solve planktonic algae and excessively grow and promote the problems such as pollutent fast decoupled, but add chemical agent and microbiobacterial agent is many, costly, secondary pollution has a big risk, only be suitable for Small-scale Landscape Water Bodies emergency processing, therefore in order to realize the general objective improving waterhead area water quality, therefore, propose the biological grid automatically removing mud, but the biological grid of general automatic removal mud in use for some time, the mud that biofilm detachment above produces can not shift timely, very likely secondary pollution can be caused, process with regard to needing a large amount of manpowers, therefore, design a kind of can self-timing cleaning mud biological grid, environment protection is significant.
Utility model content
Technical problem to be solved in the utility model is, overcomes the defect of prior art, provide a kind of can self-timing cleaning mud biological grid.
For solving the problems of the technologies described above, the utility model proposes a kind of biological grid of automatic removal mud, it comprises the rectangular frame be located on sludge hopper, be located at the biologic packing material on rectangular frame, aeration tube between rectangular frame and sludge hopper, sludge hopper is inverted trapezoidal, described sludge hopper inside is provided with current condenser, aerating apparatus, suction pump, the upper surface of sludge hopper is depression, the middle of depression is provided with mudhole, shore pipe is provided with in mudhole, shore pipe connects suction pump, suction pump connects sludge hopper blow-off pipe below, described aeration tube connects aerating apparatus, described current condenser, aerating apparatus, suction pump is all electrically connected with timing device.
After adopting said structure, compared with prior art, the utility model has the following advantages: relative to original technology, by current condenser, aerating apparatus, suction pump is located at the inside of sludge hopper, reasonably make use of the space of sludge hopper inside, and timing device has been installed, operator only need set the time of expose to the sun oxygen and eliminating mud, when arriving predetermined time, customizing device will connect the power supply of aerating apparatus and suction pump automatically, the power supply of aerating apparatus and suction pump will start, the bubble that aerating apparatus produces carries out oxygenic aeration by the aeration tube bottom rectangular frame to biological grid surrounding water, can by air water stream stripping after microbiological degradation, be settled down in sludge hopper, water body is extracted again by suction pump, and discharged by blow-off pipe, reach the object of taking out the mud that comes off, in addition, the utility model is powered by with current condenser, therefore do not need separately to connect supply lead, daily of current condenser is powered for timing device, convenient and practical, more power saving.
As improvement, the lower end of sludge hopper is provided with roller, like this, changes position when can conveniently transport and use.
As improvement, be provided with and hang tag in rectangular frame, hang tag connection steel wire, fixed biologically filler on steel wire, like this, can facilitate daily replacing biologic packing material.
As improvement, be provided with the inlet pipe of aerating apparatus after sludge hopper, like this, aerating apparatus can better work, and reaches the object of oxygenic aeration.
As improvement, on the body of aeration tube, lineal layout has multiple pore, like this, can expand the area of oxygenic aeration, strengthens the effect of aeration.
Accompanying drawing explanation
Fig. 1 is the structural representation of the biological grid of a kind of automatic removal mud of the utility model.
Fig. 2 is the schematic diagram of the sludge hopper of the biological grid of a kind of automatic removal mud of the utility model.
Fig. 3 is the vertical view of the sludge hopper inside of the biological grid of a kind of automatic removal mud of the utility model.
Shown in figure, 1, rectangular frame, 2, biologic packing material, 3, aeration tube, 4, current condenser, 5, aerating apparatus, 6, suction pump, 7, mudhole, 8, shore pipe, 9, blow-off pipe, 10, timing device, 11, roller, 12, hang tag, 13, steel wire, 14, inlet pipe, 15, sludge hopper, 16, pore.
Embodiment
Below the utility model is described in further detail:
The movable wetland hydroponic device of the utility model, it comprises the rectangular frame 1 be located on sludge hopper 15, be located at the biologic packing material 2 on rectangular frame 1, aeration tube 3 between rectangular frame 1 and sludge hopper 15, described sludge hopper 15 is inverted trapezoidal, described sludge hopper 15 inside is provided with current condenser 4, aerating apparatus 5, suction pump 6, the upper surface of sludge hopper 15 is depression, the middle of depression is provided with mudhole 7, shore pipe 8 is provided with in mudhole 7, shore pipe 8 connects suction pump 6, suction pump 6 connects sludge hopper 15 blow-off pipe 9 below, described aeration tube 3 connects aerating apparatus 5, described current condenser 4, aerating apparatus 5, suction pump 6 is all electrically connected with timing device 10.
Relative to original technology, by current condenser 4, aerating apparatus 5, suction pump 6 is located at the inside of sludge hopper 15, reasonably make use of the space of sludge hopper 15 inside, and timing device 10 has been installed, during daily installation, operator only need set the time of expose to the sun oxygen and eliminating mud, then biological grid is put into water, when arriving predetermined time, timing device 5 will connect the power supply of aerating apparatus 5 and suction pump 6 automatically, aerating apparatus 5 will start with the power supply of suction pump 6, the inlet pipe 14 that aerating apparatus 5 is provided with below by sludge hopper 15 is by air intake, the bubble produced carries out oxygenic aeration by the 16 pairs of biological grid surrounding water of the multiple pores on aeration tube 3 body, aeration tube is installed between sludge hopper 15 with rectangular frame 1 and is connected with framework 1, can by air water stream stripping after microbiological degradation, be settled down in sludge hopper 15, extracted by suction pump 6 again, and by blow-off pipe 9, the mud be drawn into is discharged in sludge sump on the bank, reach the object of taking out the mud that comes off, after an aeration and cleaning mud, timing device 10 can reset again again, can reuse more convenient, in addition, the utility model is powered by with current condenser 4, therefore do not need separately to connect supply lead, current condenser 4 continues only to power for timing device 10, convenient and practical, more power saving.
The lower end of sludge hopper 15 is equipped with roller 11, the replacing of position when convenient transport and use, be provided with in rectangular frame 1 and hang tag 12, hang tag 12 connection steel wires 13, fixed biologically filler 2 on steel wire 13, daily replacing biologic packing material 2 can be facilitated, such hang tag 12 this have many groups, the efficiency of purification of increasing water quality.
The above is only better embodiment of the present utility model, therefore all equivalences done according to structure, feature and the principle described in present patent application scope change or modify, and are included in the utility model patent claim.
Claims (5)
1. automatically remove the biological grid of mud for one kind, it comprises the rectangular frame (1) be located on sludge hopper (15), be located at the biologic packing material (2) on rectangular frame (1), aeration tube (3) between rectangular frame (1) and sludge hopper (15), it is characterized in that, described sludge hopper (15) is for inverted trapezoidal, described sludge hopper (15) inside is provided with current condenser (4), aerating apparatus (5), suction pump (6), the upper surface of sludge hopper (15) is depression, the middle of depression is provided with mudhole (7), shore pipe (8) is provided with in mudhole (7), shore pipe (8) connects suction pump (6), suction pump (6) connects sludge hopper (15) blow-off pipe below (9), described aeration tube (3) connects aerating apparatus (5), described current condenser (4), aerating apparatus (5), suction pump (6) is all electrically connected with timing device (10).
2. the biological grid of automatic removal mud according to claim 1, is characterized in that, the lower end of described sludge hopper (15) is provided with roller (11).
3. the biological grid of automatic removal mud according to claim 1, it is characterized in that, be provided with hang tag (12) in described rectangular frame (1), hang tag (12) connect steel wire (13), fixed biologically filler (2) on steel wire.
4. the biological grid of automatic removal mud according to claim 1, is characterized in that, the inlet pipe (14) being provided with aerating apparatus (5) below of described sludge hopper (15).
5. the biological grid of automatic removal mud according to claim 1, is characterized in that, on the body of described aeration tube (3), lineal layout has multiple pore (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520785744.9U CN205045865U (en) | 2015-10-12 | 2015-10-12 | Automatic get rid of biological bars of mud |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520785744.9U CN205045865U (en) | 2015-10-12 | 2015-10-12 | Automatic get rid of biological bars of mud |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205045865U true CN205045865U (en) | 2016-02-24 |
Family
ID=55339463
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520785744.9U Expired - Fee Related CN205045865U (en) | 2015-10-12 | 2015-10-12 | Automatic get rid of biological bars of mud |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205045865U (en) |
-
2015
- 2015-10-12 CN CN201520785744.9U patent/CN205045865U/en not_active Expired - Fee Related
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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: 20160224 |