CN107267371A - A kind of biomass pool built from glass fiber reinforced plastic of processing rural area organic waste - Google Patents
A kind of biomass pool built from glass fiber reinforced plastic of processing rural area organic waste Download PDFInfo
- Publication number
- CN107267371A CN107267371A CN201710297060.8A CN201710297060A CN107267371A CN 107267371 A CN107267371 A CN 107267371A CN 201710297060 A CN201710297060 A CN 201710297060A CN 107267371 A CN107267371 A CN 107267371A
- Authority
- CN
- China
- Prior art keywords
- pond body
- pressure chamber
- water pressure
- reinforced plastic
- glass fiber
- 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.)
- Pending
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C12—BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
- C12M—APPARATUS FOR ENZYMOLOGY OR MICROBIOLOGY; APPARATUS FOR CULTURING MICROORGANISMS FOR PRODUCING BIOMASS, FOR GROWING CELLS OR FOR OBTAINING FERMENTATION OR METABOLIC PRODUCTS, i.e. BIOREACTORS OR FERMENTERS
- C12M21/00—Bioreactors or fermenters specially adapted for specific uses
- C12M21/04—Bioreactors or fermenters specially adapted for specific uses for producing gas, e.g. biogas
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/02—Biological treatment
- C02F11/04—Anaerobic treatment; Production of methane by such processes
-
- C—CHEMISTRY; METALLURGY
- C12—BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
- C12M—APPARATUS FOR ENZYMOLOGY OR MICROBIOLOGY; APPARATUS FOR CULTURING MICROORGANISMS FOR PRODUCING BIOMASS, FOR GROWING CELLS OR FOR OBTAINING FERMENTATION OR METABOLIC PRODUCTS, i.e. BIOREACTORS OR FERMENTERS
- C12M23/00—Constructional details, e.g. recesses, hinges
- C12M23/36—Means for collection or storage of gas; Gas holders
-
- C—CHEMISTRY; METALLURGY
- C12—BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
- C12M—APPARATUS FOR ENZYMOLOGY OR MICROBIOLOGY; APPARATUS FOR CULTURING MICROORGANISMS FOR PRODUCING BIOMASS, FOR GROWING CELLS OR FOR OBTAINING FERMENTATION OR METABOLIC PRODUCTS, i.e. BIOREACTORS OR FERMENTERS
- C12M45/00—Means for pre-treatment of biological substances
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Wood Science & Technology (AREA)
- Bioinformatics & Cheminformatics (AREA)
- Zoology (AREA)
- Molecular Biology (AREA)
- Genetics & Genomics (AREA)
- General Engineering & Computer Science (AREA)
- Sustainable Development (AREA)
- General Health & Medical Sciences (AREA)
- Biochemistry (AREA)
- Biomedical Technology (AREA)
- Biotechnology (AREA)
- Microbiology (AREA)
- General Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Clinical Laboratory Science (AREA)
- Hydrology & Water Resources (AREA)
- Compositions Of Macromolecular Compounds (AREA)
- Laminated Bodies (AREA)
Abstract
Embodiment of the invention discloses that a kind of biomass pool built from glass fiber reinforced plastic of processing rural area organic waste, including：Pretreatment pool and fermentation pond body, fermentation pond body are connected by stretching out the feed pipe outside pond body with the outlet of pretreatment pool, and the top of fermentation pond body is provided with water pressure chamber；Water pressure chamber is provided with overflow pipe, and unidirectional return duct and unidirectional drain tube are provided between water pressure chamber and fermentation pond body；Unidirectional drain tube arranges the liquid for pond body of fermenting to water pressure chamber, and the liquid of water pressure chamber is back to fermentation pond body by unidirectional return duct, and the top of fermentation pond body is provided with airway tube.
Description
Technical field
The present invention relates to biomass pool built from glass fiber reinforced plastic production equipment technical field, more particularly to a kind of processing rural area organic waste
Biomass pool built from glass fiber reinforced plastic.
Background technology
Methane-generating pit is the indispensable processing equipment of rural garbage process field, but existing methane-generating pit can not be collected effectively
Biogas produced by biomass pool built from glass fiber reinforced plastic, collection rate is very low.
The content of the invention
The technical problem to be solved in the present invention is to overcome existing defect there is provided a kind of glass of processing rural area organic waste
Glass steel methane-generating pit, including：Pretreatment pool and fermentation pond body, fermentation pond body is by stretching out feed pipe outside pond body and pretreatment pool
Outlet is connected, and the top of fermentation pond body is provided with water pressure chamber；Water pressure chamber is provided with overflow pipe, is provided between water pressure chamber and fermentation pond body
Unidirectional return duct and unidirectional drain tube；Unidirectional drain tube arranges the liquid for pond body of fermenting to water pressure chamber, and unidirectional return duct is by hydraulic pressure
Between liquid be back to fermentation pond body, the top of fermentation pond body is provided with airway tube.
Preferably, the material preparation method of methane-generating pit is, by magnesium chloride 10~15%, water 10~15%, reinforcing fiber 28
~35%, unsaturated-resin 17~25%, peroxidating formyl 0.1~0.15%, maleic anhydride 0.1~0.15%, oxalic acid 0.3~
0.5%th, tertiary sodium phosphate 1~1.5%, calgon 0.5~0.7% are mixed, well mixed with mixer, then by above-mentioned step
Magnesia 20~30% is added in rapid mixture, continues to stir；Mixture is extruded with extruder, mould is poured into
In, molded curing shaping, the demoulding produces product.
Preferably, the material of methane-generating pit is specifically included：Magnesium chloride 15%, water 15%, reinforcing fiber 35%, unsaturated-resin
17%th, peroxidating formyl 0.1%, maleic anhydride 0.1%, oxalic acid 0.3%, tertiary sodium phosphate 1%, calgon 0.5% are mixed.
Beneficial effects of the present invention：
A kind of biomass pool built from glass fiber reinforced plastic for processing rural area organic waste that the present invention is provided, can effectively collect biomass pool built from glass fiber reinforced plastic and be produced
Raw biogas, collection rate improves biogas production institute's rate and collection rate 8-12% compared with conventional septic tank/methane-generating pit, overall to collect
Up to more than 90%, plurality of raw materials fermentation is adapted to, is slagged tap conveniently, solved the difficult problem of rural area methane-generating pit discharging, be prevented effectively from out
Existing scum silica frost, encrustation phenomena.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the biomass pool built from glass fiber reinforced plastic of processing rural area organic waste disclosed in the embodiment of the present invention
Figure.
Wherein：
1st, pretreatment pool；2nd, fermentation pond body；3rd, unidirectional return duct；4th, feed pipe；5th, airway tube；7th, unidirectional drain tube；8th, hydraulic pressure
Between；9th, overflow pipe.
Embodiment
Technical solution of the present invention is discussed in detail below in conjunction with the accompanying drawings.
As shown in figure 1, the present invention provides a kind of biomass pool built from glass fiber reinforced plastic of processing rural area organic waste, including：Pretreatment pool 1
With fermentation pond body 2, fermentation pond body 2 is connected by the feed pipe 4 stretched out outside pond body with the outlet of pretreatment pool 1, pond body 2 of fermenting
Top be provided with water pressure chamber 8；Water pressure chamber 8 is provided with overflow pipe 9, between water pressure chamber 8 and fermentation pond body 2 provided with unidirectional return duct 3 and
Unidirectional drain tube 7；Unidirectional drain tube 7 arranges the liquid for pond body 2 of fermenting to water pressure chamber 8, and unidirectional return duct 3 is by the liquid of water pressure chamber 8
Body is back to fermentation pond body 2, and the top of fermentation pond body 2 is provided with airway tube 5.
Further, the material preparation method of the methane-generating pit is by magnesium chloride 10~15%, water 10~15%, to strengthen
Fiber 28~35%, unsaturated-resin 17~25%, peroxidating formyl 0.1~0.15%, maleic anhydride 0.1~0.15%, grass
Acid 0.3~0.5%, tertiary sodium phosphate 1~1.5%, calgon 0.5~0.7% are mixed, well mixed with mixer, then
Magnesia 20~30% will be added in the mixture of above-mentioned steps, continue to stir；Mixture is extruded with extruder, poured into a mould
Into mould, molded curing shaping, the demoulding produces product.
Further, the material of the methane-generating pit is specifically included：Magnesium chloride 15%, water 15%, reinforcing fiber 35%, insatiable hunger
With resin 17%, peroxidating formyl 0.1%, maleic anhydride 0.1%, oxalic acid 0.3%, tertiary sodium phosphate 1%, calgon
0.5% mixing.
Its main construction method is：
1) unwrapping wire, grooving hole
According to the model of drawing septic tank, by gauge size, absolute altitude, gray line excavation foundation trench is put.In the higher condition of level of ground water
Under, excavating pit needs draining.
2) blinding layer is handled
The foundation bearing Etech of job site is not less than 100 kN/m2, during no underground water, using the thick sand bedding courses of 200 mm;If
When having underground water or soft basic unit, C10 concrete cushions, the thick sand bedding courses of 100 mm of paving are first poured;In Collapsible Loess District,
The cushion lime compaction in layers of 300 mm thickness 3: 7 is done, compacting factor is not less than 0. 95.Must not note during construction and backbreak, backbreaking must
It must be backfilling and compacted and ensure compactness.After blinding layer has been handled, the cm of 5 cm~10 sand bedding course, sand pad are done on bed course
Layer is required using the sand for not containing the organic matter debris such as grass roots.
3) equipment is in place
The obvious mass defects such as surface is flawless, scratch first are checked after septic tank is shown up, before equipment is in place, elevation is everywhere for detection
It is no correct, find equipment Inlet and outlet water direction accurately, after confirmation is errorless, lifted septic tank in the foundation trench crossed to based process with crane,
Check whether equipment water inlet pipe and water outlet pipe absolute altitude meets design drawing requirement after in place, horizontal stream axis whether with sewer pipe axis
Keep on the same axis.
4) washed by water in pond.
After equipment meets the requirements in place, the water filling into equipment.The water of the height of pond body 1/3 should be first injected during water filling, simultaneously
Soil is enclosed below septic tank, to stablize septic tank, then according to backfill high level of synchronization water filling into pond, is eliminated as far as possible when backfilling
Local assault power.
5) back-filling in layers.
Install after water filling in place, should backfill in time.Application yellow ground is tamped in the mm height of two bottom sides 500.During back-up sand, often
Fill out 300 mm thickness and just sprinkled water into sand and tamped, can be vibrated during compacting with vibration board.It must not contain in backfill organic
The lump such as thing, frozen soil and larger masonry, must not backfill building waste, should use particulate earthen backfill；Can be by every layer during backfill
The mm of virtual resurfacing thickness 250 is carried out, and is preferably manually tamped, and locally must not with sudden force be impacted or machinery backfill, be damaged to prevent pond body.
A kind of biomass pool built from glass fiber reinforced plastic for processing rural area organic waste that the present invention is provided, can effectively collect biomass pool built from glass fiber reinforced plastic
Produced biogas, collection rate improves biogas production institute's rate and collection rate 8-12% compared with conventional septic tank/methane-generating pit, overall
Collect up to more than 90%, adapt to plurality of raw materials fermentation, slag tap conveniently, solve the difficult problem of rural area methane-generating pit discharging, effectively keep away
Exempt from scum silica frost, encrustation phenomena occur.
Claims (3)
1. a kind of biomass pool built from glass fiber reinforced plastic of processing rural area organic waste, it is characterised in that including：Pretreatment pool（1）And fermentation vat
Body（2）, pond body of fermenting（2）By stretching out the feed pipe outside pond body（4）With pretreatment pool（1）Outlet be connected, ferment pond body
（2）Top be provided with water pressure chamber（8）；Water pressure chamber（8）Provided with overflow pipe（9）, water pressure chamber（8）With fermentation pond body（2）Between be provided with
Unidirectional return duct（3）With unidirectional drain tube（7）；Unidirectional drain tube（7）To be fermented pond body（2）Liquid arrange to water pressure chamber（8）, it is single
To return duct（3）By water pressure chamber（8）Liquid be back to fermentation pond body（2）, pond body of fermenting（2）Top be provided with airway tube（5）.
2. a kind of biomass pool built from glass fiber reinforced plastic of processing rural area organic waste according to claim 1, it is characterised in that the natural pond
The material preparation method in gas pond is, by magnesium chloride 10~15%, water 10~15%, reinforcing fiber 28~35%, unsaturated-resin
17~25%, peroxidating formyl 0.1~0.15%, maleic anhydride 0.1~0.15%, oxalic acid 0.3~0.5%, tertiary sodium phosphate 1~
1.5%th, calgon 0.5~0.7% is mixed, well mixed with mixer, then will be added in the mixture of above-mentioned steps
Magnesia 20~30%, continues to stir；Mixture is extruded with extruder, is poured into mould, molded curing shaping takes off
Mould, produces product.
3. a kind of biomass pool built from glass fiber reinforced plastic of processing rural area organic waste according to claim 1, it is characterised in that the natural pond
The material in gas pond is specifically included：Magnesium chloride 15%, water 15%, reinforcing fiber 35%, unsaturated-resin 17%, peroxidating formyl
0.1%th, maleic anhydride 0.1%, oxalic acid 0.3%, tertiary sodium phosphate 1%, calgon 0.5% are mixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710297060.8A CN107267371A (en) | 2017-04-28 | 2017-04-28 | A kind of biomass pool built from glass fiber reinforced plastic of processing rural area organic waste |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710297060.8A CN107267371A (en) | 2017-04-28 | 2017-04-28 | A kind of biomass pool built from glass fiber reinforced plastic of processing rural area organic waste |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107267371A true CN107267371A (en) | 2017-10-20 |
Family
ID=60074254
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710297060.8A Pending CN107267371A (en) | 2017-04-28 | 2017-04-28 | A kind of biomass pool built from glass fiber reinforced plastic of processing rural area organic waste |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107267371A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108841579A (en) * | 2018-07-03 | 2018-11-20 | 湖北鼎誉环保科技有限公司 | A kind of biomass pool built from glass fiber reinforced plastic handling rural area organic waste |
| CN111777276A (en) * | 2020-07-13 | 2020-10-16 | 福建省蓝深环保技术股份有限公司 | Distributed sewage treatment device and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20120225460A1 (en) * | 2004-12-10 | 2012-09-06 | The Texas A&M University System | System and method for processing biomass |
| CN205382156U (en) * | 2015-12-01 | 2016-07-13 | 广西壮族自治区林业科学研究院 | Handle rural organic marsh gas of rubbish pond |
| CN106348722A (en) * | 2016-08-29 | 2017-01-25 | 北海运龙环保材料有限责任公司 | Production technology of septic tank made of glass fiber reinforced plastics |
| CN106365588A (en) * | 2016-08-29 | 2017-02-01 | 北海运龙环保材料有限责任公司 | Production technology of glass fiber reinforced plastic biogas digester |
| CN206052008U (en) * | 2016-08-12 | 2017-03-29 | 浙江方圆市政工程有限公司 | A kind of methane-generating pit of process rural area organic waste |
-
2017
- 2017-04-28 CN CN201710297060.8A patent/CN107267371A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20120225460A1 (en) * | 2004-12-10 | 2012-09-06 | The Texas A&M University System | System and method for processing biomass |
| CN205382156U (en) * | 2015-12-01 | 2016-07-13 | 广西壮族自治区林业科学研究院 | Handle rural organic marsh gas of rubbish pond |
| CN206052008U (en) * | 2016-08-12 | 2017-03-29 | 浙江方圆市政工程有限公司 | A kind of methane-generating pit of process rural area organic waste |
| CN106348722A (en) * | 2016-08-29 | 2017-01-25 | 北海运龙环保材料有限责任公司 | Production technology of septic tank made of glass fiber reinforced plastics |
| CN106365588A (en) * | 2016-08-29 | 2017-02-01 | 北海运龙环保材料有限责任公司 | Production technology of glass fiber reinforced plastic biogas digester |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108841579A (en) * | 2018-07-03 | 2018-11-20 | 湖北鼎誉环保科技有限公司 | A kind of biomass pool built from glass fiber reinforced plastic handling rural area organic waste |
| CN111777276A (en) * | 2020-07-13 | 2020-10-16 | 福建省蓝深环保技术股份有限公司 | Distributed sewage treatment device and construction method thereof |
| CN111777276B (en) * | 2020-07-13 | 2023-04-18 | 福建省蓝深环保技术股份有限公司 | Distributed sewage treatment device and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101148884A (en) | Waterproof and plugging construction method for precipitation well in foundation pit | |
| CN103806437B (en) | Double-layer vacuum preloading and hydraulic reclamation soft foundation processing method | |
| CN102561372B (en) | Plugging method for downcomer for well-point dewatering of deep foundation pit | |
| US20220315882A1 (en) | Equal energy deformation composite foundation using microorganisms to solidify aggregate and the construction method thereof | |
| CN110056000B (en) | Construction method and structure of counter weight type retaining wall | |
| CN102995599A (en) | Anti-freeze anti-seepage water diversion treatment method of collapsible loess water-conveyance canal | |
| CN106045399A (en) | Water permeable brick and preparation method thereof | |
| CN201358456Y (en) | Plastic sleeve concrete pile | |
| CN201738297U (en) | Construction device for filling silt and reclaiming land | |
| CN111733792A (en) | Foundation treatment method and system for soft soil foundation vacuum preloading and power consolidation drainage | |
| CN110512591B (en) | Reinforcing method for vacuum preloading and carbonization ultra-soft foundation by utilizing gas injection of guide pipe pile | |
| CN107267371A (en) | A kind of biomass pool built from glass fiber reinforced plastic of processing rural area organic waste | |
| CN111676987A (en) | Construction method for backfilling construction of construction fertilizer tank by vibrating, slurry-flushing and ramming method | |
| CN209429046U (en) | Gravity dam transverse joint drainage channel structure | |
| CN116639946A (en) | Sludge curing agent and sludge in-situ curing method | |
| CN201411688Y (en) | Reinforcing thick coating deep-burying soft-soil reducing plastic sleeve composite pile | |
| CN1804236A (en) | Sandwiched brick and manufacturing method thereof | |
| CN204529449U (en) | A kind of septic tank | |
| CN101812853B (en) | Swimming pool base actively anti-floating construction method | |
| CN101967834A (en) | Pulp concentration pool underground base structure with anti-floating function | |
| CN101200902A (en) | Construction method for concrete shaft wall module masonry | |
| CN211395636U (en) | Slip casting ventilation combined treatment system | |
| CN1963117A (en) | Method for manufacturing prefabricated reinforced concrete combined septic tank | |
| CN113174904A (en) | Construction method for ecological landscape open channel for downward seepage and stagnation storage in sponge city | |
| CN112012330A (en) | Installation and construction method of integrated sewage lifting equipment under roadway |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171020 |