CN205874176U - Ecological integral type no. 3 manure pit of formatting - Google Patents

Ecological integral type no. 3 manure pit of formatting Download PDF

Info

Publication number
CN205874176U
CN205874176U CN201620631607.4U CN201620631607U CN205874176U CN 205874176 U CN205874176 U CN 205874176U CN 201620631607 U CN201620631607 U CN 201620631607U CN 205874176 U CN205874176 U CN 205874176U
Authority
CN
China
Prior art keywords
hole
cylinder
barrel
integral type
ecological
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
Application number
CN201620631607.4U
Other languages
Chinese (zh)
Inventor
王全龙
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHANDONG DONG XIN PLASTIC CO Ltd
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201620631607.4U priority Critical patent/CN205874176U/en
Application granted granted Critical
Publication of CN205874176U publication Critical patent/CN205874176U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Biological Treatment Of Waste Water (AREA)

Abstract

The utility model relates to an ecological integral type no. 3 manure pit of formatting, be divided into the triplex in its characterized in that barrel, respectively for deposiing the anaerobism district from the left side to the right side, the anaerobism district, the purifying area, the head sets up in the barrel both sides, the head bonds integratively with the barrel, fix two baffles in the barrel through the welding mode, it draws the hole to be provided with two the qing dynasty on the barrel, two the qing dynasty draw and are provided with the air vent between the hole, it goes into the excrement hole to be provided with two on the barrel simultaneously, go into the excrement hole and draw the hole not on same water flat line with clear, for range straggly, it arranges for same water flat line to draw hole and air vent clearly, be provided with the discharge orifice on the head. The beneficial effects of the utility model are that, the raw materials adopts the PVC material, has the intensity height, and corrosion -resistant, the leakproofness is good, and advantage such as longe -lived takes to make up the formula connected mode in addition, and equipment convenient and fast adopts ecological integral type processing technique further to carry out the biological treatment effect, and the rethread plant is absorbed the principle and has realized ecological discharge effect.

Description

Ecological integral type three-grid septic tank
Technical field
This utility model relates to a kind of polrvinyl chloride (PVC) material ecology integral type three-grid septic tank, for rural area or city Family, city lavatory feces and the process field of sewage, specifically a kind of ecological integral type three-grid septic tank.
Background technology
Anaerobic tank mainly has brick anaerobic tank, reinforced concrete septic tank, precast concrete anaerobic tank, glass tempering at present Manure pit, plastic rotational molding anaerobic tank, brick anaerobic tank and reinforced concrete septic tank be according to prior design scene carry out construction and Pour, the construction period length of brick anaerobic tank, take up an area many, cell body also can because of the corrosion of liquid manure seepage, inside also can occur plate Junction phenomena, thus lose its answered role;Reinforced concrete septic tank same construction period length, many, the overall cost of occupation of land High;Glass-reinforced plastic material cylinder fragility is easily broken off greatly, long-term temperature tolerance is poor, and coupling part seals bad with entering soil pipe connection, holds Easy-to-leak liquid causes secondary pollution;Prefabricated reinforced concrete septic tank is the finished product of component factory customization, and individualized manure pit is by prefabricated Pond base plate, pond body, basin lid are assemblied to form, and then job site assembles, according to the capacity of design anaerobic tank, and can be by several Individualized manure pit composition one high capacity manure pit, but often joint tank body interface process require higher, not anti-side incline, the most often Joint tank body disconnects, and causes sewage to leak outside;Plastic rotational molding anaerobic tank is corrosion-resistant, not easy to leak, but plastic rotational molding material therefor one As be polypropylene (PP) or polyethylene (PE), its elastic modelling quantity is low, and for reaching to meet the product of requirement of strength, wall thickness is relatively big, uses Material is many, relatively costly.
Summary of the invention
Technical problem to be solved in the utility model is to overcome the deficiencies in the prior art, it is provided that a kind of ecological integral type three Grid septic tank, this utility model solve its technical problem be the technical scheme is that structure of the present utility model include end socket, Cylinder, dividing plate, draw hole, passage clearly, enter excrement hole, discharge orifice, organoclay, microbial bacteria bed, precipitation anaerobic zone, anaerobic zone, clean Change district, it is characterised in that be divided into three parts in cylinder, from left side to right side, respectively precipitate anaerobic zone, anaerobic zone, purifying area, envelope Head is arranged on cylinder both sides, and end socket is bonded to one with cylinder, according to enter excrement mouth quantity and position be divided into single lavatory anaerobic tank and pair Two dividing plates are fixed in cylinder by lavatory anaerobic tank by welding manner, according to partition position perforate on cylinder, cylinder set Being equipped with two and draw clearly hole, the hole wall drawing clearly hole is formed by binding agent bonding with cylinder, draws clearly for two and is provided with ventilation between hole Hole, cylinder is provided with two simultaneously and enters excrement hole, enters excrement hole and draws clearly hole the most in the same horizontal line, for arrangement straggly, draws clearly Hole and passage are the arrangement of same level line, and end socket is provided with discharge orifice, and cylinder side is provided with artificial swamp, artificial swamp Being equipped with microbial bacteria bed and organoclay, microbial bacteria bed and organoclay by haydite, organoclay, bacterium bed, plant society forms, dirty Water and feces are discharged on microbial bacteria bed and organoclay by discharge orifice, thus sewage is further processed absorption.
The beneficial effects of the utility model are, raw material uses PVC material, have intensity high, corrosion-resistant, good airproof performance, the longevity The advantages such as life is long, additionally take combination type connected mode, easy to assembly fast, use ecological integral type treatment technology to enter further Row biological treatment effect, then achieve ecological emission effect by plant absorption principle.
Accompanying drawing explanation
Fig. 1: this utility model example structure schematic diagram.
Fig. 2: this utility model side elevational cross-section structural representation.
In figure: end socket 1, cylinder 2, dividing plate 3, draw hole 4, passage 5 clearly, enter excrement hole 6, discharge orifice 7, organoclay 8, microorganism Bacterium bed 9, precipitation anaerobic zone 10, anaerobic zone 11, purifying area 12.
Detailed description of the invention
It is described with reference to this utility model is made detailed description in detail below.As shown in drawings, of the present utility model Structure includes end socket 1, cylinder 2, dividing plate 3, draws hole 4, passage 5 clearly, enters excrement hole 6, discharge orifice 7, organoclay 8, microbial bacteria bed 9, precipitation anaerobic zone 10, anaerobic zone 11, purifying area 12, it is characterised in that be divided into three parts in cylinder 2, from left side to right side respectively For precipitation anaerobic zone 10, anaerobic zone 11, purifying area 12, end socket 1 is arranged on cylinder 2 both sides, and end socket 1 is bonded to one with cylinder 2, According to entering excrement mouth quantity and position is divided into single lavatory anaerobic tank and double lavatories anaerobic tank, by welding manner, two dividing plates 3 are fixed on In cylinder 2, according to partition position perforate on cylinder 2, cylinder 2 is provided with two and draws clearly hole 4, draw clearly hole wall and the cylinder in hole 4 Body is formed by binding agent bonding, draws clearly for two and is provided with passage 5 between hole 4, cylinder 2 is provided with two simultaneously and enters excrement hole 6, enter excrement hole 6 and draw clearly hole 4 the most in the same horizontal line, for arrangement straggly, drawing clearly hole 4 and passage 5 and arrange for same level line Row, end socket 1 is provided with discharge orifice 7, and cylinder 2 side is provided with artificial swamp, and artificial swamp is equipped with microbial bacteria bed 9 and has Machine soil 8, microbial bacteria bed 9 and organoclay 8 are by haydite, organoclay, bacterium bed, and plant society forms, and sewage and feces are by discharge Hole 7 is discharged in microbial bacteria bed 9 and organoclay 8, thus sewage is further processed absorption.
Operation principle: this anaerobic tank is divided into precipitation anaerobic zone 10, anaerobic zone 11, purifying area 12, and fresh excreta is by entering excrement mouth Entering the first lattice precipitation anaerobic zone 10, in pond, feces starts fermentation decomposition, and feces mainly ferments at this, and needs certain time (generally 20 days), therefore volume design in precipitation anaerobic zone 10 is relatively big, and the liquid manure after fermentation can be divided into three naturally because of proportion difference Layer, upper strata is pasty state excrement skin, and lower floor is block or a shape excrement slag, and middle level is the liquid manure comparing clarification, in upper strata excrement skin and lower floor In excrement slag most containing antibacterial and parasitic ovum, middle level is minimum containing worm's ovum, the middle level liquid manure of initial fermentation through manure through pipe overflow to detesting Oxygen district 11, and major part is continued fermentation without excrement skin and the excrement slag detention of fully fermentation in precipitation anaerobic zone 10.Inflow is detested The liquid manure in oxygen district 11 ferments decomposition further, and worm's ovum continues to sink, and pathogen is the most dead, and liquid manure obtains the most innoxious, Produce excrement skin and excrement thickness substantially reduce than the first pond, the liquid manure of person who lives in exile purifying area 12 has become thoroughly decomposed, wherein pathogenic bacteria with Parasitic ovum is killed the most substantially, and purifying area 12 function acts primarily as the effect storing the most innoxious liquid manure, and purifying area 12 uses Pipeline connects Biological wetland, and wetland arranges tune air breathing mouth, pH value regulation mouth, lays enhanced biological bacterium bed in wetland outlet, Carry out biological treatment effect further, then achieve ecological emission effect by plant absorption principle.
Embodiment described above is only to be described preferred implementation of the present utility model, not to this practicality Novel spirit and scope are defined, on the premise of without departing from this utility model design concept, and ordinary skill in this area Various modification that the technical solution of the utility model is made by technical staff and improvement, all should fall into protection model of the present utility model Enclose, the technology contents that this utility model is claimed, all record in detail in the claims.

Claims (3)

1. ecological integral type three-grid septic tank, including end socket (1), cylinder (2), dividing plate (3), draws hole (4), passage (5) clearly, enters Excrement hole (6), discharge orifice (7), organoclay (8), microbial bacteria bed (9), precipitation anaerobic zone (10), anaerobic zone (11), purifying area (12), it is characterised in that cylinder is divided into three parts in (2), from left side to right side, anaerobic zone (10), anaerobic zone are respectively precipitated (11), purifying area (12), end socket (1) is arranged on cylinder (2) both sides, and end socket (1) is bonded to one with cylinder (2), by welding Two dividing plates (3) are fixed in cylinder (2) by mode, and according to partition position in the upper perforate of cylinder (2), cylinder is provided with on (2) Draw clearly hole (4), draw clearly for two and between hole (4), be provided with passage (5), cylinder (2) is provided with two simultaneously and enters excrement hole for two (6)。
Ecological integral type three-grid septic tank the most according to claim 1, it is characterised in that draw clearly hole wall and the cylinder in hole (4) Formed by binding agent bonding, enter excrement hole (6) and draw clearly hole (4) the most in the same horizontal line, for arrangement straggly, drawing clearly hole (4) It is the arrangement of same level line with passage (5).
Ecological integral type three-grid septic tank the most according to claim 1, it is characterised in that cylinder (2) side is provided with manually Wetland, artificial swamp is equipped with microbial bacteria bed (9) and organoclay (8).
CN201620631607.4U 2016-06-20 2016-06-20 Ecological integral type no. 3 manure pit of formatting Expired - Fee Related CN205874176U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620631607.4U CN205874176U (en) 2016-06-20 2016-06-20 Ecological integral type no. 3 manure pit of formatting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620631607.4U CN205874176U (en) 2016-06-20 2016-06-20 Ecological integral type no. 3 manure pit of formatting

Publications (1)

Publication Number Publication Date
CN205874176U true CN205874176U (en) 2017-01-11

Family

ID=57691861

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620631607.4U Expired - Fee Related CN205874176U (en) 2016-06-20 2016-06-20 Ecological integral type no. 3 manure pit of formatting

Country Status (1)

Country Link
CN (1) CN205874176U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107253815A (en) * 2017-06-26 2017-10-17 余紫阳 A kind of practical septic tank

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107253815A (en) * 2017-06-26 2017-10-17 余紫阳 A kind of practical septic tank

Similar Documents

Publication Publication Date Title
CN205398423U (en) Multi -functional manure pit
CN206289143U (en) A kind of sewage treatment unit of dynamic glass-reinforced plastic material
CN206736049U (en) Three-level septic tank
CN204298213U (en) Glass toughening manure pit
CN101525206B (en) Ecologically harmless treatment system of excrement and domestic sewage
CN202766356U (en) Integrally molded plastic septic tank
CN102424475A (en) Septic tank with duplex biochemical functions
CN205874176U (en) Ecological integral type no. 3 manure pit of formatting
CN104326574B (en) The horizontal subsurface flow wetland system of strengthening micropollutant water denitrogenation in winter
CN201165484Y (en) Novel septic tank
CN210559663U (en) Hood-driven aerobic reaction sewage treatment device
CN201381259Y (en) Ecological innocent excrement and domestic wastewater treatment system
CN110342768A (en) A kind of Environmental-protection septic tank
CN206476872U (en) Three form plastic methane tanks are for septic tank
CN212051041U (en) Three manure pits of check of innocent treatment integral type
CN205874177U (en) Ecological integral type sewage treatment device
CN206244783U (en) A kind of van-type anaerobic ferment devices
CN201713423U (en) Novel urn body for septic tank in sanitary toilet
CN212982578U (en) Integrated villages and towns sewage treatment system
CN209081692U (en) A kind of four format Integral digestion tanks
CN209352730U (en) A kind of artificial wetland rural sewage processing system
CN202297329U (en) Double-jar funneled septic tank
CN208632356U (en) A kind of three format Integral digestion tanks
CN209193741U (en) A kind of reinforced lavatory dirt collection integral type harmless treatment device
CN203474531U (en) Anaerobic treatment septic tank of kitchen sewage and excrement sewage

Legal Events

Date Code Title Description
GR01 Patent grant
C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20170110

Address after: 252300 Shandong city of Liaocheng province Yanggu County Qiao run office (Hai Cun Xi Jiao Liao Yang Lu Xi)

Patentee after: Shandong Dong Xin Plastic Co., Ltd.

Address before: 252300 Shandong city of Liaocheng province Yanggu County Qiao run office (Hai Cun Xi Jiao Liao Yang Lu Xi)

Patentee before: Wang Quanlong

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170111

Termination date: 20200620

CF01 Termination of patent right due to non-payment of annual fee