CN206448357U - A kind of environment protection public lavatory - Google Patents
A kind of environment protection public lavatory Download PDFInfo
- Publication number
- CN206448357U CN206448357U CN201720036759.4U CN201720036759U CN206448357U CN 206448357 U CN206448357 U CN 206448357U CN 201720036759 U CN201720036759 U CN 201720036759U CN 206448357 U CN206448357 U CN 206448357U
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- China
- Prior art keywords
- tank
- sedimentation basin
- sedimentation tank
- sludge pump
- sludge
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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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- 239000010802 sludge Substances 0.000 claims abstract description 45
- 238000004062 sedimentation Methods 0.000 claims abstract description 43
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 32
- 238000005276 aerator Methods 0.000 claims abstract description 12
- 238000012856 packing Methods 0.000 claims description 2
- 238000005452 bending Methods 0.000 claims 1
- 230000005611 electricity Effects 0.000 claims 1
- 239000000463 material Substances 0.000 claims 1
- 239000010865 sewage Substances 0.000 abstract description 7
- 238000005192 partition Methods 0.000 abstract description 4
- 239000000945 filler Substances 0.000 abstract description 3
- 210000003608 fece Anatomy 0.000 abstract 1
- 238000001556 precipitation Methods 0.000 description 7
- 230000002550 fecal effect Effects 0.000 description 6
- 230000003647 oxidation Effects 0.000 description 6
- 238000007254 oxidation reaction Methods 0.000 description 6
- 239000003337 fertilizer Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 241000894006 Bacteria Species 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000001546 nitrifying effect Effects 0.000 description 2
- 239000006228 supernatant Substances 0.000 description 2
- 238000003911 water pollution Methods 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000000855 fermentation Methods 0.000 description 1
- 239000003895 organic fertilizer Substances 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 230000005180 public health Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/20—Controlling water pollution; Waste water treatment
- Y02A20/208—Off-grid powered water treatment
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/20—Sludge processing
Landscapes
- Treatment Of Sludge (AREA)
Abstract
本实用新型公开了一种环保公厕,包括公厕主体和化粪池,化粪池上设置有进水管,其特点是:还包括生化池和缺氧沉淀池;化粪池的底部设置有污泥泵,污泥泵的排出端通过管道连接至生化池的池底,污泥泵电联接有电源定时器;生化池的池底设置有曝气器,曝气器与风机配套连接,曝气器和污泥泵的排出端上方的生化池中设置有生物填料层;缺氧沉淀池被隔池板分割成左沉淀池和右沉淀池,生化池与左沉淀池之间设置有折流过水管,右沉淀池中设置有若干块引流板,右沉淀池上还设置有出水管,右沉淀池中还设置有与出水管对应的滤网。本实用新型能对粪便污泥进行无害化处理,污水处理质量高。
The utility model discloses an environment-friendly public toilet, which comprises a main body of the public toilet and a septic tank. The septic tank is provided with a water inlet pipe, and is characterized in that it also includes a biochemical tank and an anoxic sedimentation tank; , the discharge end of the sludge pump is connected to the bottom of the biochemical pool through a pipeline, and the sludge pump is electrically connected to a power timer; the bottom of the biochemical pool is equipped with an aerator, which is connected with the fan, and the aerator and The biochemical tank above the discharge end of the sludge pump is provided with a biological filler layer; the anoxic sedimentation tank is divided into a left sedimentation tank and a right sedimentation tank by a partition plate, and a baffle flow pipe is set between the biochemical tank and the left sedimentation tank, and the right A plurality of diversion plates are arranged in the sedimentation tank, a water outlet pipe is also arranged on the right sedimentation tank, and a filter screen corresponding to the water outlet pipe is also arranged in the right sedimentation tank. The utility model can carry out harmless treatment to feces sludge, and the sewage treatment quality is high.
Description
技术领域technical field
本实用新型属于市政公共卫生设施技术领域,尤其是涉及一种环保公厕。The utility model belongs to the technical field of municipal public health facilities, in particular to an environment-friendly public toilet.
背景技术Background technique
城市中建有很多的公共厕所,供人们方便。公共厕所的地下一般都建有化粪池,化粪池是一种小型污水处理系统,污水进入化粪池经过12~24h的沉淀,可去除50%~60%的悬浮物,沉淀下来的污泥经过3个月以上的厌氧发酵分解,使污泥中的有机物分解成稳定的无机物,易腐败的生污泥转化为稳定的熟污泥,改变了污泥的结构,降低了污泥的含水率,定期将污泥清掏外运,填埋或用作肥料。化粪池的污泥清掏时间一般为90天、180天、360天,被清掏的污泥可以作为有机肥料,或者进行无害化处置,但是,随着化肥的广泛使用,社会的发展,使用粪便肥料越来越少,与此同时,我国污泥处置行业严重滞后,粪便污泥的无害化处理不足,我国13.6亿人每年产生超亿吨的粪便污泥,根据统计局数据,2012年无害化处理的粪便污泥只有801.4万吨。大量粪便污泥的清掏转移,造成了二次污染。因此,如果不能解决化粪池污泥的无害化处置问题,化粪池污泥就会成为水污染的污染源,化粪池问题是关系水污染治理成效的环保问题。There are many public toilets in the city for people's convenience. Septic tanks are generally built underground in public toilets. The septic tank is a small sewage treatment system. After the sewage enters the septic tank and settles for 12 to 24 hours, 50% to 60% of suspended solids can be removed. The sludge is decomposed by anaerobic fermentation for more than 3 months, so that the organic matter in the sludge is decomposed into stable inorganic matter, and the perishable raw sludge is transformed into stable cooked sludge, which changes the structure of the sludge and reduces the sludge The water content of the sludge should be cleared and transported out regularly, landfilled or used as fertilizer. The sludge cleaning time of septic tanks is generally 90 days, 180 days, and 360 days. The cleaned sludge can be used as organic fertilizer or for harmless disposal. However, with the widespread use of chemical fertilizers, social development , Fecal fertilizers are used less and less. At the same time, my country's sludge disposal industry is seriously lagging behind, and the harmless treatment of fecal sludge is insufficient. 1.36 billion people in my country produce more than 100 million tons of fecal sludge every year. According to statistics from the Bureau of Statistics, In 2012, only 8.014 million tons of fecal sludge was harmlessly treated. The removal and transfer of a large amount of fecal sludge has caused secondary pollution. Therefore, if the problem of harmless disposal of septic tank sludge cannot be solved, septic tank sludge will become a source of water pollution, and the problem of septic tank is an environmental protection issue related to the effectiveness of water pollution control.
发明内容Contents of the invention
本实用新型的目的是针对上述现有技术存在的不足,提供一种环保公厕,它能对粪便污泥进行无害化处理,污水处理质量高。The purpose of the utility model is to provide an environment-friendly public toilet for the above-mentioned deficiencies in the prior art, which can carry out harmless treatment of fecal sludge and has high sewage treatment quality.
为了实现上述目的,本实用新型所采用的技术方案是:一种环保公厕,包括公厕主体和化粪池,所述化粪池上设置有进水管,还包括生化池和缺氧沉淀池;所述化粪池的底部设置有污泥泵,所述污泥泵的排出端通过管道连接至生化池的池底,所述污泥泵电联接有电源定时器;所述生化池的池底设置有曝气器,所述曝气器与风机配套连接,所述曝气器和污泥泵的排出端上方的生化池中设置有生物填料层,生物填料层可放置硝化菌;所述缺氧沉淀池被隔池板分割成左沉淀池和右沉淀池,所述生化池与左沉淀池之间设置有折流过水管,所述右沉淀池中设置有若干块引流板,所述右沉淀池上还设置有出水管,所述右沉淀池中还设置有与出水管对应的滤网。In order to achieve the above object, the technical solution adopted by the utility model is: an environment-friendly public toilet, including a public toilet main body and a septic tank, the septic tank is provided with a water inlet pipe, and also includes a biochemical tank and an anoxic sedimentation tank; The bottom of the septic tank is provided with a sludge pump, and the discharge end of the sludge pump is connected to the bottom of the biochemical pool through a pipeline, and the sludge pump is electrically connected with a power timer; the bottom of the biochemical pool is provided with An aerator, the aerator is matched with the blower, the biochemical tank above the discharge end of the aerator and the sludge pump is provided with a biological filler layer, and the biological filler layer can place nitrifying bacteria; the anoxic sedimentation The pool is divided into a left sedimentation tank and a right sedimentation tank by a partition plate. There is a baffle water pipe between the biochemical tank and the left sedimentation tank. There are several drainage plates in the right sedimentation tank. A water outlet pipe is provided, and a filter screen corresponding to the water outlet pipe is also provided in the right sedimentation tank.
所述折流过水管为90度弯折管,折流过水管的入水口设置在生化池的上端,折流过水管的出水口设置有在左沉淀池的池底。The baffled water pipe is a 90-degree bent pipe, the water inlet of the baffled water pipe is arranged at the upper end of the biochemical tank, and the water outlet of the baffled water pipe is arranged at the bottom of the left sedimentation tank.
所述的若干块引流板之间相互交错排列设置并形成有折流通道。The several baffles are arranged in a staggered arrangement and form baffle channels.
采用上述结构后,本实用新型和现有技术相比所具有的优点是:本实用新型通过污泥泵将化粪池中沉淀的带水污泥提运至生化池中利用曝气器进行充分的硝化氧化,经过硝化氧化的带水污泥通过折流过水管进入左沉淀池中进行反硝化和沉淀,沉淀后的上清水越过隔池板进入右沉淀池进行进一步的反硝化沉淀,最后通过滤网和出水管排出,硝化氧化和反硝化过程中能有效杀灭污泥中的有害生物,实现污泥无害化;右沉淀池中的引流板形成的折流通道能延长沉淀时间,使污水得到充分的沉淀,其与滤网共同使用能提高出水水质;电源定时器能自动控制污泥泵的启动时间,实现操控自动化。After adopting the above structure, the utility model has the advantages compared with the prior art: the utility model lifts the watery sludge deposited in the septic tank to the biochemical tank through the sludge pump and uses the aerator to fully Nitrification and oxidation, the watery sludge after nitrification and oxidation enters the left sedimentation tank for denitrification and precipitation through the deflected water pipe, and the supernatant water after precipitation enters the right sedimentation tank for further denitrification and precipitation, and finally The filter screen and the outlet pipe are discharged, and the harmful organisms in the sludge can be effectively killed during the nitrification oxidation and denitrification process, and the sludge is harmless; the baffle channel formed by the diversion plate in the right sedimentation tank can prolong the sedimentation time and make The sewage has been fully settled, and its use together with the filter can improve the water quality of the effluent; the power timer can automatically control the start time of the sludge pump to realize automatic control.
附图说明Description of drawings
图1是本实用新型的结构示意图。Fig. 1 is a structural representation of the utility model.
图2是缺氧沉淀池的俯视图。Figure 2 is a top view of the anoxic sedimentation tank.
具体实施方式detailed description
以下所述仅为本实用新型的较佳实施例,并不因此而限定本实用新型的保护范围,下面结合附图和实施例对本实用新型进一步说明。The following descriptions are only preferred embodiments of the utility model, and do not limit the scope of protection of the utility model. The utility model will be further described below in conjunction with the accompanying drawings and embodiments.
实施例,见图1至图2所示:一种环保公厕,包括公厕主体(附图未画出)和化粪池1,化粪池1上设置有进水管2,还包括生化池3和缺氧沉淀池4;化粪池1的底部设置有污泥泵5,污泥泵5的排出端通过管道连接至生化池3的池底,污泥泵5电联接有电源定时器6;生化池3的池底设置有曝气器7,曝气器7与风机(附图未画出)配套连接,曝气器7和污泥泵5的排出端上方的生化池3中设置有可填充硝化菌的生物填料层8;缺氧沉淀池4被隔池板9分割成左沉淀池10和右沉淀池11,生化池3与左沉淀池10之间设置有折流过水管12,右沉淀池11中设置有若干块引流板13,右沉淀池11上还设置有出水管14,右沉淀池11中还设置有与出水管14对应的滤网15。Embodiment, see shown in Fig. 1 to Fig. 2: a kind of environmental protection public toilet, comprises public toilet main body (accompanying drawing is not drawn) and septic tank 1, is provided with water inlet pipe 2 on the septic tank 1, also comprises biochemical tank 3 and The anoxic sedimentation tank 4; the bottom of the septic tank 1 is provided with a sludge pump 5, and the discharge end of the sludge pump 5 is connected to the bottom of the biochemical tank 3 through a pipeline, and the sludge pump 5 is electrically connected to a power timer 6; The pool bottom of pond 3 is provided with aerator 7, and aerator 7 is matched with blower fan (not shown in drawing) and is connected, and the biochemical pond 3 above the discharge end of aerator 7 and sludge pump 5 is provided with can fill The biological packing layer 8 of nitrifying bacteria; the anoxic sedimentation tank 4 is divided into a left sedimentation tank 10 and a right sedimentation tank 11 by a partition plate 9, and a baffle water pipe 12 is arranged between the biochemical tank 3 and the left sedimentation tank 10, and the right sedimentation tank Several diversion plates 13 are arranged in the pond 11 , and an outlet pipe 14 is also arranged on the right sedimentation pond 11 , and a filter screen 15 corresponding to the outlet pipe 14 is also arranged in the right sedimentation pond 11 .
优选的,折流过水管12为90度弯折管,折流过水管12的入水口设置在生化池3的上端,折流过水管12的出水口设置有在左沉淀池10的池底。Preferably, the deflected water pipe 12 is a 90-degree bent pipe, the water inlet of the deflected water pipe 12 is arranged at the upper end of the biochemical pool 3, and the water outlet of the deflected water pipe 12 is arranged at the bottom of the left sedimentation tank 10.
优选的,若干块引流板13之间相互交错排列设置并形成有折流通道16。Preferably, several baffles 13 are arranged in a staggered arrangement and form baffle channels 16 .
本实用新型通过污泥泵5将化粪池1中沉淀的带水污泥提运至生化池3中利用曝气器7进行充分的硝化氧化,经过硝化氧化的带水污泥通过折流过水管12进入左沉淀池10中进行反硝化和沉淀,沉淀后的上清水越过隔池板9进入右沉淀池11进行进一步的反硝化沉淀,最后通过滤网15和出水管14排出,硝化氧化和反硝化过程中能有效杀灭污泥中的有害生物,实现污泥无害化;右沉淀池11中的引流板13形成的折流通道16能延长上层污水的沉淀时间,使污水得到充分的沉淀,其与滤网15共同使用能提高出水水质;电源定时器6能自动控制污泥泵5的启动时间,实现操控自动化。The utility model lifts the watery sludge deposited in the septic tank 1 to the biochemical tank 3 through the sludge pump 5, and uses the aerator 7 to carry out sufficient nitrification and oxidation, and the watery sludge after the nitrification oxidation passes through the baffle. The water pipe 12 enters the left sedimentation tank 10 for denitrification and precipitation, and the supernatant water after precipitation crosses the partition plate 9 and enters the right sedimentation tank 11 for further denitrification and precipitation, and finally is discharged through the filter screen 15 and the outlet pipe 14, nitrification, oxidation and During the denitrification process, the harmful organisms in the sludge can be effectively killed, and the sludge is harmless; the baffle channel 16 formed by the diversion plate 13 in the right sedimentation tank 11 can prolong the sedimentation time of the upper sewage, so that the sewage can be fully Precipitation, which is used together with the filter screen 15 can improve the water quality of the effluent; the power timer 6 can automatically control the start time of the sludge pump 5 to realize automatic control.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720036759.4U CN206448357U (en) | 2017-01-12 | 2017-01-12 | A kind of environment protection public lavatory |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720036759.4U CN206448357U (en) | 2017-01-12 | 2017-01-12 | A kind of environment protection public lavatory |
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| Publication Number | Publication Date |
|---|---|
| CN206448357U true CN206448357U (en) | 2017-08-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720036759.4U Expired - Fee Related CN206448357U (en) | 2017-01-12 | 2017-01-12 | A kind of environment protection public lavatory |
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| Country | Link |
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| CN (1) | CN206448357U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107445301A (en) * | 2017-09-21 | 2017-12-08 | 凌志环保股份有限公司 | A kind of gas stripping type septic tank |
| CN110015911A (en) * | 2019-03-29 | 2019-07-16 | 佛山亿科庐生态环保科技有限公司 | A kind of reaction pool and biochemical reaction chamber |
-
2017
- 2017-01-12 CN CN201720036759.4U patent/CN206448357U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107445301A (en) * | 2017-09-21 | 2017-12-08 | 凌志环保股份有限公司 | A kind of gas stripping type septic tank |
| CN110015911A (en) * | 2019-03-29 | 2019-07-16 | 佛山亿科庐生态环保科技有限公司 | A kind of reaction pool and biochemical reaction chamber |
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