CN205556426U - Novel three format manure pits of glass steel - Google Patents
Novel three format manure pits of glass steel Download PDFInfo
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- CN205556426U CN205556426U CN201620158543.0U CN201620158543U CN205556426U CN 205556426 U CN205556426 U CN 205556426U CN 201620158543 U CN201620158543 U CN 201620158543U CN 205556426 U CN205556426 U CN 205556426U
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- pipe
- cell body
- manure
- cylindric cell
- reinforced plastic
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Abstract
The utility model discloses a novel three format manure pits of glass steel has cylindric cell body, two end covers, first baffle and second baffle, two end cap seal lid is established on the opening of the both ends of cylindric cell body, is equipped with into excrement pipe and outlet pipe on this two end cover respectively, first baffle and second baffle separate side by side to be located in the cylindric cell body to it deposits fermentation district, anaerobism district and degradation district to divide cylindric cell body into, it crosses excrement pipe to be equipped with first excrement pipe of mistake and second on first baffle, the second baffle respectively, that advances that excrement pipe establishes highly is higher than the height that the outlet pipe was established, the first upper end co -altitude setting of crossing excrement pipe and second and crossing excrement pipe, first mistake excrement pipe's lower tip highly are less than into the lower tip height that excrement pipe was crossed to excrement pipe and second, the anaerobism is distinguished, is depositd the volume that the fermentation was distinguished and the degradation is distinguished and is increase setting in proper order. This novel three format manure pits of glass steel improves from structural proposition, overcomes to have not good, the easy emergence of degradation decomposing effect among the prior art and block up the scheduling problem.
Description
Technical field
This utility model relates to anaerobic tank technical field, specifically refers to a kind of new glass fibre reinforced plastic three compartment septic tank.
Background technology
Traditional manure pit uses brick and mixes anaerobic tank, and it needs to construct at the scene, there is long construction period, floor space
Greatly, the problem such as cost is high, and most traditional manure pit due to design, construct, use, the aspect existence such as management
Problems, it is easy to seepage occurs and polluted underground water source.The many disadvantages existed for traditional manure pit, country is long-pending at present
Glass toughening manure pit is promoted in pole, and it is a kind of composite products, is specifically designed to the equipment processing sanitary sewage, is widely used
In every field.
Generally separate in glass toughening manure pit and have three chambers, temporarily to store Excreta, and be allowed in pond warp successively
Cross each chamber and carry out preliminary exposition step by step, to reduce the solids content in sewage effluent.But in practical application, due to knot
The coarse problem such as not reasonable of structure design, discomposing effect is the best, be susceptible to the problems such as blocking degraded occurs.
Utility model content
The purpose of this utility model is to provide a kind of new glass fibre reinforced plastic three compartment septic tank, proposes to improve from structure,
Discomposing effect is the best, be susceptible to the problems such as blocking to overcome existence degraded in prior art.
In order to reach above-mentioned purpose, solution of the present utility model is:
A kind of new glass fibre reinforced plastic three compartment septic tank, has cylindric cell body, two end caps, the first dividing plate and second partition；
Two end cap seal lids are located on the both ends open of cylindric cell body, and this two end cap is respectively equipped with into soil pipe and outlet；First
Dividing plate and second partition are side by side in being located at cylindric cell body, and cylindrical shape cell body is divided into precipitation fermentation zone, anaerobic zone
And degraded district；The first manure through pipe and the second manure through pipe it is respectively equipped with on first dividing plate, second partition；Enter the height set by soil pipe high
In the height set by outlet；The upper end of the first manure through pipe and the second manure through pipe is arranged with height, the lower end of the first manure through pipe
Portion is highly less than the bottom height into soil pipe and the second manure through pipe；Described anaerobic zone, precipitation fermentation zone and the volume in degraded district
In increasing setting successively.
The distance of the bottom away from cylindric cell body, the bottom of described first manure through pipe is not more than cylindric cell body footpath value
1/3rd.
1.5-1.8 times of the volume that volume is anaerobic zone of described precipitation fermentation zone, the volume in degraded district is anaerobic zone
2.5-3 times of volume.
Described first manure through pipe and the second manure through pipe are constituted by the smooth arc epimere accepted and vertical hypomere up and down, should
The caliber value of arc epimere is more than the caliber value of vertical hypomere.
1.5 times of the caliber value that caliber value is vertical hypomere of described arc epimere.
Described cylindric cell body is that inside and outside fitting tightly is constituted by fiberglass internal layer and fiberglass outer layer, this fiberglass internal layer
All it is formed in one with fiberglass outer layer and thickness is equal；The thickness of described fiberglass internal layer or fiberglass outer layer is not less than
0.25cm。
Being additionally provided with at least twice reinforcing plate muscle in described cylindric cell body, this at least twice reinforcing plate muscle is close to the respectively
One dividing plate, the side of second partition are arranged.
Described reinforcing plate muscle is ring cowling shape, and it is made up of gripper shoe and muscle ring, the one-body molded week edge in gripper shoe of muscle ring
And closely cooperate setting with the medial wall of cylindric cell body.
Use after such scheme, this new glass fibre reinforced plastic three compartment septic tank, its according to anaerobic tank operation principle to its structure
Make rational planning for, be higher than the height set by outlet by entering the height set by soil pipe, be beneficial to equilibrating manure pit in this and import and export
Pressure, and be beneficial to import and export enter respectively excrement and go out liquid operation.By the upper end of the first manure through pipe and the second manure through pipe with high
Degree is arranged, and the bottom of the first manure through pipe is highly less than the bottom height into soil pipe and the second manure through pipe, simultaneously anaerobic zone, heavy
The volume in fermentation zone, shallow lake and degraded district, in increasing setting successively, is so designed that, sewage precipitates from entering sustainable smooth importing of soil pipe
In fermentation zone and refluence phenomenon will not occur, and can relatively sufficiently precipitate in the precipitation fermentation zone that volume is relatively large and send out
Ferment, is passed through anaerobic zone afterwards, and it is as transition region, and volume arranges minimum, but the bottom entrance of its second manure through pipe arranges phase
To higher, so also can carry out excellently anaerobic degradation, the liquid manure the most relatively clarified can be temporarily stored in the degraded district that volume is maximum
Make last degraded operation.Make rational planning for each lattice chamber in this this new glass fibre reinforced plastic three compartment septic tank, make full use of anaerobic tank empty
Between, make each lattice chamber all can give full play to respective Main Function, make precipitation degradation effect reach optimal, the most also can avoid sending out
Raw blockage problem, promotes Practical Performance.
Accompanying drawing explanation
Fig. 1 is the structural representation of this new glass fibre reinforced plastic three compartment septic tank.
Label declaration
Cylindric cell body 1 fiberglass internal layer 11
Fiberglass outer layer 12 breast hole 13
Fermentation zone 101 is precipitated in detection hole 14
Degrade district 103 in anaerobic zone 102
End cap 2 enters soil pipe 3
Outlet 4 first dividing plate 5
Second partition 6 first manure through pipe 7
Vertically hypomere 71 arc epimere 72
Second manure through pipe 8 reinforcing plate muscle 9
Gripper shoe 91 muscle ring 92.
Detailed description of the invention
With detailed description of the invention, this case is described in further detail below in conjunction with the accompanying drawings.
This case relates to a kind of new glass fibre reinforced plastic three compartment septic tank, as it is shown in figure 1, have cylindric cell body 1, two end cap 2,
Enter soil pipe 3, outlet the 4, first dividing plate 5, second partition the 6, first manure through pipe 7 and the second manure through pipe 8.
Described two end caps 2 seal lid and are located on the both ends open of cylindric cell body 1.On the lateral wall of cylindric cell body 1 right
Reinforcing rib structure should be preferably also provided with, with the sealing intensity effect of both liftings junction in the junction of two end caps 2.Described
Enter soil pipe 3 and outlet 4 is respectively equipped with on two end caps 1.Described first dividing plate 5 and second partition 6 are side by side every being located at cylindric pond
In body 1, and cylindrical shape cell body 1 is divided into precipitation fermentation zone 101, anaerobic zone 102 and degraded district 103；On cylindric cell body 1
Corresponding precipitation position, fermentation zone 101 be provided with breast hole 13, be beneficial to the sediment in this precipitation fermentation zone 101 is made cleaning behaviour
Make；Position, degraded district 103 on cylindric cell body 1 is provided with inspection socket 14, in order to conduct a survey work to cylindric cell body 1.
Described first manure through pipe 7 is located on the first dividing plate 5, plays the connection between precipitation fermentation zone 101 and anaerobic zone 102 and makees
With；Second manure through pipe 8 is located on second partition 6, plays the connection effect between anaerobic zone 102 and degraded district 103.Sewage is from cylindrical shape
The soil pipe 3 that enters of cell body 1 is passed through precipitation fermentation zone 101, sequentially enters anaerobic zone 102 and degraded district 103 afterwards and makees one by one
Biochemical reaction, is finally temporarily stored the liquid manure after fermentation purifies by degraded district 103, and is finally exported by outlet 4.
Described enter the height set on end cap 1 of soil pipe 3 height set on end cap 1 higher than outlet 4.First crosses excrement
The upper end of pipe 7 and the second manure through pipe 8 is arranged with height.The bottom height S1 of the first manure through pipe 7 is less than into soil pipe 3 and second
The bottom height (S3, S2) of manure through pipe 8；Specifically, the distance of the bottom away from cylindric cell body 1, the bottom of soil pipe 3 is entered
S3 is more than 1/2nd of cylindric cell body 1 footpath value, the distance of the bottom away from cylindric cell body 1, the bottom of the first manure through pipe 7
S1 is not more than 1/3rd of cylindric cell body 1 footpath value.Anaerobic zone 102, precipitation fermentation zone 101 and degraded district 103 volume in
Increase setting (corresponding width L2 < L1 < L3) successively.Particular preferred embodiment, the volume of precipitation fermentation zone 101 is anaerobic zone 102
1.5-1.8 times of volume, 2.5-3 times of the volume that volume is anaerobic zone 102 in degraded district 103.This ratio is optimal.
Described enter soil pipe 3 and outlet 4 difference in height design be beneficial to the pressure that equilibrating manure pit is imported and exported, and be beneficial to into
Outlet is entered excrement respectively and goes out liquid operation.Three Ge Qu and the described design of two manure through pipe, sewage is from entering the sustainable smooth importing of soil pipe 3
Precipitation fermentation zone 101 is interior and refluence phenomenon will not occur, and can relatively fill in the precipitation fermentation zone 101 that volume is relatively large
Divide ground precipitation fermentation；Can in time be passed through anaerobic zone 102 by the first manure through pipe 7 afterwards, anaerobic zone 102 as transition region,
Volume arranges minimum, but the bottom entrance of the second manure through pipe 8 arranges of a relatively high, so also can carry out excellently anaerobism fall
Solve；In the last liquid manure relatively clarified can be temporarily stored in the degraded district 103 that volume is maximum, appropriate time makees last degraded operation.This is new
Type fiberglass three compartment septic tank is made rational planning for each lattice chamber, makes full use of the anaerobic tank confined space, makes each lattice chamber all can be abundant
Play respective Main Function, make precipitation degradation effect reach optimal, the problem such as also can avoid degrading insufficient simultaneously and occur
Blockage problem, is greatly improved Practical Performance.
Preferably, described first manure through pipe 7 and the second manure through pipe 8 are constituted, in Fig. 1 by arc epimere and vertical hypomere
Providing signal, the first manure through pipe 7 is made up of arc epimere 71 and vertical hypomere 72, and this arc epimere 71 and vertical hypomere 72 are presented
, there is not the possible dead angle area producing blocking in this in lower smooth undertaking；And the caliber value of this arc epimere 71 is more than vertically
The caliber value of hypomere 72.In preferred embodiment, caliber value R1 of arc epimere 71 is the 1.5 of caliber value R2 of vertical hypomere 72
Times, this ratio makes dredging blockage resisting best results.In this sewage after vertical hypomere 72, can by seamlessly transitting structure
Enter arc epimere 71 swimmingly, and will not be detained in the accumulation of the bending place of arc epimere 71, overcome blocking well and ask
Topic.Further, described vertical hypomere 72 is in the pipe segment structure that caliber value the most slightly increases from bottom to up, anti-blocking to optimize further
Plug effect.
Described cylindric cell body 1 is made up of in inside and outside fitting tightly fiberglass internal layer 11 and fiberglass outer layer 12, this glass
Steel internal layer 11 and fiberglass outer layer 12 are all formed in one and thickness is equal.Preferably outside this fiberglass internal layer 11 or fiberglass
The thickness of layer 12 is not less than 0.25cm.
Cylindric cell body 1 simple in construction, volume are big, are first-selected cell cavity moulding.But the cylindric cell body 1 of correspondence, glass
Steel layer is in bending arc structure, and the thickness of frp layer is designed by this structure and intensity causes certain impact, novel carries in this
Go out the unique texture mode of only inside and outside layer glass steel layer, and this fiberglass internal layer 11 and fiberglass outer layer 12 thickness need phase
Deng and it is necessary to the two directly to be fitted, and between the layer glass steel layer of inside and outside condition of equivalent thickness, energy is the most reciprocity and effectively supports, by force
Strong combination and power transition buffer, it is compared the single-glass steel layer of direct stack pile, manufactures simplification and intensity all improves very
Many.Need exist for it is further noted that, current glass toughening manure pit has multiple structure, i.e. between inside and outside layer glass steel layer
Filling or be separated with other material layers, this kind of structure one is to exist to manufacture loaded down with trivial details problem, is more mainly, inside and outside layer glass steel
Layer thickness differs, and there is not mutually equity and effectively supporting role, and its intensity is still not as good as this new structural design.
Preferably, in described cylindric cell body 1, it is additionally provided with at least twice reinforcing plate muscle 9, this at least 9 points of twice reinforcing plate muscle
Be not close to the first dividing plate 7, the side of second partition 8 is arranged.It is the enforcement that twice reinforcing plate muscle 9 is set such as what Fig. 1 was given
Example, is close to be located on the side of the first dividing plate 7, second partition 8 respectively.Described reinforcing plate muscle 9 one preferred embodiment, in ring cowling
Shape, it is made up of gripper shoe 91 and muscle ring 92, the one-body molded week edge in gripper shoe 92 of muscle ring 91, and with cylindric cell body 1
Medial wall closely cooperate setting.
Reinforcing plate muscle 9 is close to the first dividing plate 7, second partition 8 is arranged, and plays firm dividing plate and reinforcement cylindrical shape cell body 1 resists
The effect of Compressive Strength.Position intensity set by the first dividing plate 7, second partition 8 is the most unstable, and reinforcing plate muscle 9 is located at this
Invigoration effect is played at place, and certain reinforcing plate muscle 9 is additionally contemplates that in the design does not affect regional spaces at different levels in cylindric cell body 1
Problem, to guarantee that sewage, in interregional effective circulations at different levels, the most also avoids impact detection and the problem of scarfing cinder work.
Preferably, the height of the bottom entering soil pipe 3 described in is higher than the height of the bottom of the first manure through pipe 7.Fermentation zone
Correspondence in 101 is less than on the medial wall of soil pipe 3 bottom, and being less than into soil pipe 3 bottom on the first manure through pipe 7
Shrinkage pool structure 100 it is laid with on lateral wall.Preferably, this shrinkage pool structure 100 be several that uniformly lay be inverted cone-shaped
Conical bore, this structure is more conducive to Anaerobe bacterium Adsorption And Retention effect.
Basis is the most novel arranges special shrinkage pool structure 100 in fermentation zone 101, and this shrinkage pool structure 100 is located at fermentation especially
Correspondence in district 101 is less than on the medial wall of soil pipe 3 bottom, and being less than into soil pipe 3 bottom on the first manure through pipe 7
Lateral wall on.Shrinkage pool structure 100 is that Anaerobe bacterium Adsorption And Retention provides favourable places, will not be along with in this Anaerobe bacterium
Sewage the most quickly flows away toward in subordinate's flow process such that it is able to sewage and wherein dirt be fully contacted most concurrent
Ferment, carries out biochemical reaction the most efficiently, increases substantially anaerobic tank precipitation fermenting property with this from primary position, thus carries
Rise the degradation effect of whole anaerobic tank, the most also can greatly reduce rear class and the probability of blocking occurs, promote the practicality of anaerobic tank
Energy.
The foregoing is only this most novel preferred embodiment, all impartial changes done with this novel right and
Modify, the scope of this novel claim all should be belonged to.
Claims (7)
1. new glass fibre reinforced plastic three compartment septic tank, it is characterised in that: have cylindric cell body, two end caps, the first dividing plate and
Second partition；Two end cap seal lids are located on the both ends open of cylindric cell body, this two end cap are respectively equipped with into soil pipe and go out
Mouth pipe；First dividing plate and second partition are side by side in being located at cylindric cell body, and cylindrical shape cell body is divided into precipitation fermentation
District, anaerobic zone and degraded district；The first manure through pipe and the second manure through pipe it is respectively equipped with on first dividing plate, second partition；Enter soil pipe institute
If height higher than height set by outlet；The upper end of the first manure through pipe and the second manure through pipe is arranged with height, the first mistake
The bottom of soil pipe is highly less than the bottom height into soil pipe and the second manure through pipe；Described anaerobic zone, precipitation fermentation zone and fall
The volume of Xie Qu is in increasing setting successively；The distance of the bottom away from cylindric cell body, the bottom of described first manure through pipe is not more than
/ 3rd of cylindric cell body footpath value.
2. a kind of new glass fibre reinforced plastic three compartment septic tank as claimed in claim 1, it is characterised in that: described precipitation fermentation zone
Volume is 1.5-1.8 times of the volume of anaerobic zone, 2.5-3 times of the volume that volume is anaerobic zone in degraded district.
3. new glass fibre reinforced plastic three compartment septic tank as claimed in claim 1 a kind of, it is characterised in that: described first manure through pipe and
Second manure through pipe is constituted by the smooth arc epimere accepted and vertical hypomere up and down, and the caliber value of this arc epimere is more than vertically
The caliber value of hypomere.
4. a kind of new glass fibre reinforced plastic three compartment septic tank as claimed in claim 3, it is characterised in that: the pipe of described arc epimere
Footpath value is 1.5 times of the caliber value of vertical hypomere.
5. new glass fibre reinforced plastic three compartment septic tank as claimed in claim 1 a kind of, it is characterised in that: described cylindric cell body by
Fiberglass internal layer and fiberglass outer layer are inside and outside to fit tightly composition, and this fiberglass internal layer and fiberglass outer layer are all formed in one
And thickness is equal；The thickness of described fiberglass internal layer or fiberglass outer layer is not less than 0.25cm.
6. a kind of new glass fibre reinforced plastic three compartment septic tank as claimed in claim 1, it is characterised in that: in described cylindric cell body
Being additionally provided with at least twice reinforcing plate muscle, at least twice reinforcing plate muscle is close to the first dividing plate respectively, the side of second partition sets for this
Put.
7. a kind of new glass fibre reinforced plastic three compartment septic tank as claimed in claim 6, it is characterised in that: described reinforcing plate muscle is ring
Lid, it is made up of gripper shoe and muscle ring, the muscle ring one-body molded week in gripper shoe along and with the medial wall of cylindric cell body
Closely cooperate setting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620158543.0U CN205556426U (en) | 2016-03-02 | 2016-03-02 | Novel three format manure pits of glass steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620158543.0U CN205556426U (en) | 2016-03-02 | 2016-03-02 | Novel three format manure pits of glass steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205556426U true CN205556426U (en) | 2016-09-07 |
Family
ID=56816234
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620158543.0U Expired - Fee Related CN205556426U (en) | 2016-03-02 | 2016-03-02 | Novel three format manure pits of glass steel |
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| Country | Link |
|---|---|
| CN (1) | CN205556426U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108395068A (en) * | 2018-04-27 | 2018-08-14 | 深圳市建艺装饰集团股份有限公司 | A kind of sewage discharge biochemical treatment system |
-
2016
- 2016-03-02 CN CN201620158543.0U patent/CN205556426U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108395068A (en) * | 2018-04-27 | 2018-08-14 | 深圳市建艺装饰集团股份有限公司 | A kind of sewage discharge biochemical treatment system |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160907 Termination date: 20170302 |