CN205152009U - Green ecological four manure pits of formatting - Google Patents
Green ecological four manure pits of formatting Download PDFInfo
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- CN205152009U CN205152009U CN201520963896.3U CN201520963896U CN205152009U CN 205152009 U CN205152009 U CN 205152009U CN 201520963896 U CN201520963896 U CN 201520963896U CN 205152009 U CN205152009 U CN 205152009U
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Abstract
The utility model relates to a green ecological four manure pits of formatting belongs to building technical field, and this septic tank includes roof, baffle, curb plate, bottom plate, inlet tube, outlet pipe, one -level pipe, second grade pipe, and this septic tank is split into elementary rotten room, degree of depth corruption room, clarification chamber and special clear drawing through the baffle and is supplyed the corruption room, wherein, degenerates the room elementarily, degree of depth corruption room is adjacent in proper order with clarification chamber, elementary rotten room and degree of depth corruption room still draw with the special use is clear that to supply the corruption room adjacent, the utility model discloses bearing capacity is strong, long service life, resistant acid and alkaline corrosion, simple to operate, non - seepage, and harmful germ especially in the clear not enough problem of the manure ferment time of becoming thoroughly decomposed of having solved, is killed to sewage treatment obvious advantage such as effectual in the at utmost when drawing.
Description
Technical field
The utility model belongs to technical field of buildings, particularly relates to a kind of green ecological four grid septic tank.
Background technology
Septic tank is process ight soil and the equipment of in addition filtering-depositing; Its principle is that cured article decomposes at the bottom of pond, and the aquation object on upper strata, enters pipeline and flow away, prevent line clogging, has sufficient time hydrolysis to solidification object rubbish such as () ight soil; Septic tank refers to and is precipitated by sanitary sewage lattice, and mud is carried out to the small-sized process structures of anaerobic digestion.
Septic tank the earliest originated from the Europe in 19th century, apart from the history of modern existing more than 100 year; The initial object arranging septic tank in urban life district gets fertilizer in order to long-pending. along with the progress of urbanization and the aggravation of environmental pollution, septic tank serves active effect to protection water body; Now, in the many big cities of China, septic tank provides the effect of fertilizer substantially to disappear for agriculture production, and septic tank is one of basic measures becoming environment protection.
Septic tank is basic sludge treatment facilities, and be also simultaneously the pre-treatment facility of sanitary sewage, its effect shows: the environmental health 1, ensureing living community, avoids sanitary sewage and pollutent in the diffusion of living environment.2, in the Working environment of septic tank anaerobism corruption, mosquitos and flies worm's ovum is killed.3, provisional storage mud, organic sludge carries out anaerobism corruption, and the organic sludge of slaking can be used as agricultural fertilizer.4, the pre-treatment (coagulation) of sanitary sewage, precipitated impurities, and larger molecular organics is hydrolyzed, become the small organic molecules such as acid, alcohol, improve follow-up sewage disposal.
Septic tank is a kind of principle utilizing precipitation and anaerobically fermenting, removes the organic treatment facility of suspension in sanitary sewage, belongs to elementary transitionality life process structures; Containing a large amount of ight soil, paper scrap, protozoon in sanitary sewage ... suspended solids concentration is 100 ~ 350mg/L, and organic concentration CODCr is between 100 ~ 400mg/L, and wherein the organic concentration BOD5 of suspension is 50 ~ 200mg/L; Sewage enters the precipitation of septic tank through 12 ~ 24h, can remove the suspended substance of 50% ~ 60%; The mud precipitated decomposes through the anaerobically fermenting of more than 3 months, and make the inorganics that the organic substance decomposing in mud becomes stable, putrefactive raw sludge is converted into stable ripe sludge, changes the structure of mud, reduces the water ratio of mud.Regularly sludge clearing is transported outward, landfill or be used as fertilizer.Require: the sediment fraction of septic tank and the calculating volume of corruption part, should determine by " Code for design of building water supply and sewerage " (GB50015-2003) 4.8.4 ~ 4.8.7 article; Sewage residence time in septic tank should adopt 12h ~ 24h.For the Sewage treatment systems without sludge disposal, septic tank volume also should comprise the volume of storage mud.
The application of traditional manure pit has had more than 100 year history, technological line is the pattern that sewage contacts with mud, the sludge digestion degraded of deposition produces the digestion gas such as biogas, carbonic acid gas, hydrogen sulfide, the Float upward function of digestion gas produces disturbance to mud, digestion gas can allow mud more abundant with mixing of biological flora to the perturbation action of mud, contributes to digestion degraded.But base sludge rises with digestion gas, after bubble effusion, mud precipitates downwards again, and these rise and the mud of precipitation pollutes sewage again.
Under contacting at cesspool sewage the technology mode mixed with mud, affect precipitation and the effluent quality of septic tank, need to extend dwell time of sewage to improve sedimentation effect and effluent quality, dwell time of sewage one be 12 ~ 24 hours.
Three phase separation septic tank technology is on the basis of traditional manure pit, remain the advantage of muddy water mixing in septic tank, add the technology of " sewage, mud, digestion gas " three phase separation, in the water side of septic tank, three-phase separating device is set, make the mud of water side, digestion gas is separated with sewage treatment process, avoid air supporting phenomenon to the interference of sewage disposal.The settling bath reference horizontal sedimentation tank technological standard of water side, within settlement of sewage time 2 h.
The volume of septic tank is made up of sewage volume and mud volume, dwell time of sewage 4-6 hour in three phase separation septic tank, relative to dwell time of sewage in muddy water hybridization manure pit 12 ~ 24 hours, by shortening dwell time of sewage and save useful volume, save useful volume and can store more mud.
The ultimate principle of septic tank utilizes the proportion of parasitic ovum to be greater than fecaluria mixed solution and the precipitating action that produces and the fermentation of ight soil closing anaerobic, liquefaction, ammonification, biology are picked up the principle removing such as anti-and killed parasitic ovum and germ, control mosquitos and flies to multiply, thus reach the object of decontamination of human excreta.Three-grid septic tank is made up of three ponds be connected, middle by manure through pipe UNICOM, mainly utilize anaerobically fermenting, excrement is crossed in middle level and parasitic ovum proportion is greater than one mixed solution proportion and be easy to precipitate principle, ight soil decomposes through the fermentation of more than 30 days in pond, middle level liquid manure flow to 3 ponds by 1 pond successively, to reach the object precipitating or kill parasitic ovum and pathogen enterobacteria in ight soil, the 3rd pond liquid manure becomes high-quality chemical fertilizer.
The requirement of the time that three-grid septic tank volume should become thoroughly decomposed according to number of users, amount of flush water, manure fermentation and heavy ovum sterilizing decides.Become thoroughly decomposed time and pathogenic agent death time of manure fermentation calculated by 30 days, and wherein need stop 20 days in the first pond, the second pond stops 10 days, and the 3rd pool volume is at least two pond sums.
Septic tank, as the Traditional Environmental-protection facility having more than 100 year history, has played vital role, but along with the progress of society and the development of urban modernization, has also occurred the problem deviated from social development, urgently to be resolved hurrily, is mainly manifested in:
1, the handling problems of mud
According to the technological standard of septic tank, the sludge clearing time of septic tank one be 90 days, 180 days, 360 days, as organic fertilizer, or harmlessness disposing can be carried out by the mud drawn clearly; But, along with widely using of chemical fertilizer, the development of society, use night soil is fewer and feweri, and meanwhile, China's sludge disposal industry is seriously delayed, the harmless treatment of ight soil mud is not enough, China 13.6 hundred million people produces the ight soil mud surpassing hundred million tons every year, and according to statistics bureau's data, the ight soil mud of harmless treatment in 2012 only has 801.4 ten thousand tons.A large amount of ight soil mud draw transfer clearly, cause secondary pollution; Therefore, if can not solve the harmlessness disposing problem of septic tank sludge, septic tank sludge will become the source of pollution of water pollutions, and septic tank problem is the environmental issue of relation water pollution control effect.
2, the blockage problem of septic tank
Septic tank settled sludge, bottom is settled sludge, top layer is floating mud, centre is suspended sludge and sewage, and septic tank is divided into two grid septic tanks or three-grid septic tank by partition wall, and the water hole mouth excessively on partition wall is positioned at the middle part of septic tank partition wall, if septic tank is not drawn clearly in time, when septic tank settled sludge exceeded the height of water hole mouth, mud will block hole, causes septic tank to block; The blockage problem of septic tank has had a strong impact on the orthobiosis of user, is septic tank application problem urgently to be resolved hurrily.
Utility model content
For the shortcoming of prior art, the utility model proposes a kind of green ecological four grid septic tank, to reach the object solving manure fermentation not enough problem when mud is drawn clearly.
A kind of green ecological four grid septic tank, this septic tank comprises top board, dividing plate, side plate, base plate, water inlet pipe, rising pipe, one-level crosses water pipe, secondary crosses water pipe, this septic tank is divided into elementary corruption room, degree of depth corruption room, clarifying chamber and special drawing clearly by dividing plate and supplements corruption room, wherein, elementary corruption room, degree of depth corruption room are adjacent successively with clarifying chamber, with special drawing clearly, described elementary corruption room and degree of depth corruption room also supplement that to degenerate room adjacent;
Described water inlet pipe is arranged at that elementary corruption is indoor, and described rising pipe is arranged in clarifying chamber, degenerate to arrange one-level between room and cross water pipe in elementary corruption room and the degree of depth, degenerates arrange secondary between room and clarifying chamber and cross water pipe in the degree of depth;
Inspection port offered by the top board of described elementary corruption room and degree of depth corruption room, described clarifying chamber and special draw clearly supplement corruption room top board on offer and draw mouth clearly; Supplement the bottom even of degenerating the space bar of room be provided with multiple elementary corruption room switched attenuator switched-mode desilting mouth in elementary corruption room and special drawing clearly; Supplement the middle and upper part of degenerating the space bar of room in elementary corruption room and special drawing clearly switched attenuator switched-mode scum silica frost is set crosses mouth; Draw clearly supplementary bottom even of degenerating the space bar of room in degree of depth corruption room and be provided with multiple degree of depth with special and degenerate room switched attenuator switched-mode desilting mouth; Draw clearly supplementary middle and upper part of degenerating the space bar of room in degree of depth corruption room with special switched attenuator switched-mode scum silica frost is set crosses mouth.
Plate top surface and elementary corruption room switched attenuator switched-mode desilting mouth, the degree of depth of described elementary corruption room and the degree of depth corruption room degenerates bottom of room switched attenuator switched-mode desilting mouth with high, and the plate top surface of elementary corruption room and degree of depth corruption room degenerates the upstroke slope of switched attenuator switched-mode desilting mouth in room to opposite side plate formation 0.05 ~ 0.1 from elementary corruption room switched attenuator switched-mode desilting mouth and the degree of depth.
The described special floor level of supplementing corruption room of drawing clearly is arranged, and the difference of altitude that its end face and elementary corruption room switched attenuator switched-mode desilting mouth and the degree of depth are degenerated between room switched attenuator switched-mode desilting mouth is 50 ~ 100mm.
Described elementary corruption room is the storage area of 20 days ~ 30 days, and degree of depth corruption room is the storage area of 10 days ~ 20 days.The beneficial effects of the utility model:
The utility model proposes a kind of green ecological four grid septic tank, the utility model weight capacity is strong, long service life, acid-alkali-corrosive-resisting, easy for installation, non-leakage, good sewage processing effect etc. are advantage significantly, especially solving manure fermentation to become thoroughly decomposed the problem of deficiency of time when drawing clearly, killing harmful levels of pathogens to the full extent.
Accompanying drawing explanation
Fig. 1 is the green ecological four grid septic tank schematic top plan view of a kind of embodiment of the utility model;
Fig. 2 is the A-A diagrammatic cross-section of Fig. 1 of a kind of embodiment of the utility model;
Fig. 3 is the B-B diagrammatic cross-section of Fig. 1 of a kind of embodiment of the utility model.
In figure, 1 is elementary corruption room; 2 is degree of depth corruption room; 3 is clarifying chamber; 4 is that special sludge clearing supplements corruption room; 5 is inspection port; 6 for draw mouth clearly; 7 is water inlet pipe; 8 is rising pipe; 9 cross mouth for switched attenuator switched-mode scum silica frost; 10 is elementary corruption room switched attenuator switched-mode desilting mouth; 11 is degree of depth corruption room switched attenuator switched-mode desilting mouth; 12 is top board; 13 is dividing plate; 14 is side plate; 15 is floor; 16 cross water pipe for one-level; 17 cross water pipe for secondary.
Embodiment
Below in conjunction with accompanying drawing, a kind of embodiment of the utility model is described further.
In the utility model embodiment, as depicted in figs. 1 and 2, green ecological four grid septic tank comprises top board 12, dividing plate 13, side plate 14, base plate 15, water inlet pipe 7, rising pipe 8, one-level cross water pipe 16, secondary crosses water pipe 17, this septic tank is divided into elementary corruption room 1, degree of depth corruption room 2, clarifying chamber 3 and special drawing clearly by dividing plate 13 and supplements corruption room 4, wherein, elementary corruption room 1, degree of depth corruption room 2 are adjacent successively with clarifying chamber 3, with special drawing clearly, described elementary corruption room 1 and degree of depth corruption room 2 also supplement that to degenerate room 4 adjacent;
In the utility model embodiment, as shown in Figure 2, water inlet pipe 7 is arranged in elementary corruption room 1, and described rising pipe 8 is arranged in clarifying chamber 3, degenerate in elementary corruption room 1 and the degree of depth and between room 2, one-level is set crosses water pipe 16, secondary is set between degree of depth corruption room 2 and clarifying chamber 3 and crosses water pipe 17; Inspection port 5 offered by the top board 12 of elementary corruption room 1 and degree of depth corruption room 2, described clarifying chamber 3 and special draw clearly supplement corruption room 4 top board 12 on offer and draw clearly mouth 6; Supplement the bottom even of degenerating the space bar 13 of room 4 be provided with 3 elementary corruption room switched attenuator switched-mode desilting mouths 10 in elementary corruption room 1 and special drawing clearly; Supplement the middle and upper part of degenerating the space bar of room 4 in elementary corruption room 1 and special drawing clearly switched attenuator switched-mode scum silica frost is set crosses mouth 9; Supplement the bottom even of degenerating the space bar 13 of room 4 and be provided with 2 degree of depth in degree of depth corruption room 2 and special drawing clearly and degenerate room switched attenuator switched-mode desilting mouth 11; Supplement the middle and upper part of degenerating the space bar 13 of room 4 in degree of depth corruption room 2 and special drawing clearly switched attenuator switched-mode scum silica frost is set crosses mouth 9.
In the utility model embodiment, as shown in Figure 3, base plate 15 end face and elementary corruption room switched attenuator switched-mode desilting mouth 10, the degree of depth of described elementary corruption room 1 and degree of depth corruption room 2 degenerates the bottom of room switched attenuator switched-mode desilting mouth 11 with high, and base plate 15 end face of elementary corruption room 1 and degree of depth corruption room 2 degenerates the upstroke slope of room switched attenuator switched-mode desilting mouth 11 to opposite side plate formation 0.05 ~ 0.1 from elementary corruption room switched attenuator switched-mode desilting mouth 10 and the degree of depth; The described special base plate 15 supplementing corruption room 4 of drawing clearly is horizontally disposed with, and the difference of altitude h that its end face and elementary corruption room switched attenuator switched-mode desilting mouth 10 and the degree of depth are degenerated between room switched attenuator switched-mode desilting mouth 11 is 50 ~ 100mm.
In the utility model embodiment, described elementary corruption room is the storage area of 20 days ~ 30 days, and degree of depth corruption room is the storage area of 10 days ~ 20 days; When elementary corruption room or degree of depth corruption room are drawn clearly, first open switched attenuator switched-mode scum silica frost cross mouth make scum silica frost enter into special draw clearly supplement corruption room, after closing switch formula scum silica frost cross mouth, open elementary corruption room switched attenuator switched-mode desilting mouth or degree of depth corruption room switched attenuator switched-mode desilting mouth again, after close elementary corruption room switched attenuator switched-mode desilting mouth or degree of depth corruption room switched attenuator switched-mode desilting mouth; Carry out the supplementary corruption process of 30 days, finally draw clearly again.
Claims (4)
1. green ecological four grid septic tank, this septic tank comprises top board, dividing plate, side plate, base plate, water inlet pipe, rising pipe, one-level crosses water pipe, secondary crosses water pipe, it is characterized in that, this septic tank is divided into elementary corruption room, degree of depth corruption room, clarifying chamber and special drawing clearly by dividing plate and supplements corruption room, wherein, elementary corruption room, degree of depth corruption room are adjacent successively with clarifying chamber, with special drawing clearly, described elementary corruption room and degree of depth corruption room also supplement that to degenerate room adjacent;
Described water inlet pipe is arranged at that elementary corruption is indoor, and described rising pipe is arranged in clarifying chamber, degenerate to arrange one-level between room and cross water pipe in elementary corruption room and the degree of depth, degenerates arrange secondary between room and clarifying chamber and cross water pipe in the degree of depth;
Inspection port offered by the top board of described elementary corruption room and degree of depth corruption room, described clarifying chamber and special draw clearly supplement corruption room top board on offer and draw mouth clearly; Supplement the bottom even of degenerating the space bar of room be provided with multiple elementary corruption room switched attenuator switched-mode desilting mouth in elementary corruption room and special drawing clearly; Supplement the middle and upper part of degenerating the space bar of room in elementary corruption room and special drawing clearly switched attenuator switched-mode scum silica frost is set crosses mouth; Draw clearly supplementary bottom even of degenerating the space bar of room in degree of depth corruption room and be provided with multiple degree of depth with special and degenerate room switched attenuator switched-mode desilting mouth; Draw clearly supplementary middle and upper part of degenerating the space bar of room in degree of depth corruption room with special switched attenuator switched-mode scum silica frost is set crosses mouth.
2. green ecological four grid septic tank according to claim 1, it is characterized in that, plate top surface and elementary corruption room switched attenuator switched-mode desilting mouth, the degree of depth of described elementary corruption room and the degree of depth corruption room degenerates bottom of room switched attenuator switched-mode desilting mouth with high, and the plate top surface of elementary corruption room and degree of depth corruption room degenerates the upstroke slope of switched attenuator switched-mode desilting mouth in room to opposite side plate formation 0.05 ~ 0.1 from elementary corruption room switched attenuator switched-mode desilting mouth and the degree of depth.
3. green ecological four grid septic tank according to claim 1, it is characterized in that, the described special floor level of supplementing corruption room of drawing clearly is arranged, and the difference of altitude that its end face and elementary corruption room switched attenuator switched-mode desilting mouth and the degree of depth are degenerated between room switched attenuator switched-mode desilting mouth is 50 ~ 100mm.
4. green ecological four grid septic tank according to claim 1, is characterized in that, described elementary corruption room is the storage area of 20 days ~ 30 days, and degree of depth corruption room is the storage area of 10 days ~ 20 days.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520963896.3U CN205152009U (en) | 2015-11-26 | 2015-11-26 | Green ecological four manure pits of formatting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520963896.3U CN205152009U (en) | 2015-11-26 | 2015-11-26 | Green ecological four manure pits of formatting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205152009U true CN205152009U (en) | 2016-04-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520963896.3U Withdrawn - After Issue CN205152009U (en) | 2015-11-26 | 2015-11-26 | Green ecological four manure pits of formatting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205152009U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105314798A (en) * | 2015-11-26 | 2016-02-10 | 沈阳建筑大学 | Green ecological four-chamber septic tank and sewage treatment method |
| CN108702978A (en) * | 2018-07-09 | 2018-10-26 | 晏平牯 | A kind of family domestic garbage innocuity disposal system |
| CN109502916A (en) * | 2018-12-20 | 2019-03-22 | 西安航空学院 | Resident's sewerage ecological system |
| CN110845105A (en) * | 2019-11-29 | 2020-02-28 | 蔺振占 | Vertical multi-layer sleeve septic tank and septic process thereof |
-
2015
- 2015-11-26 CN CN201520963896.3U patent/CN205152009U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105314798A (en) * | 2015-11-26 | 2016-02-10 | 沈阳建筑大学 | Green ecological four-chamber septic tank and sewage treatment method |
| CN105314798B (en) * | 2015-11-26 | 2017-09-26 | 沈阳建筑大学 | A kind of grid septic tank of green ecological four and sewage water treatment method |
| CN108702978A (en) * | 2018-07-09 | 2018-10-26 | 晏平牯 | A kind of family domestic garbage innocuity disposal system |
| CN109502916A (en) * | 2018-12-20 | 2019-03-22 | 西安航空学院 | Resident's sewerage ecological system |
| CN110845105A (en) * | 2019-11-29 | 2020-02-28 | 蔺振占 | Vertical multi-layer sleeve septic tank and septic process thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160413 Effective date of abandoning: 20170926 |
|
| AV01 | Patent right actively abandoned |