CN109534635A - A kind of glass toughening manure pit and preparation method - Google Patents
A kind of glass toughening manure pit and preparation method Download PDFInfo
- Publication number
- CN109534635A CN109534635A CN201811450333.9A CN201811450333A CN109534635A CN 109534635 A CN109534635 A CN 109534635A CN 201811450333 A CN201811450333 A CN 201811450333A CN 109534635 A CN109534635 A CN 109534635A
- Authority
- CN
- China
- Prior art keywords
- resin
- septic tank
- manure pit
- preparation
- base
- 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
- 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
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Health & Medical Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Molecular Biology (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Organic Chemistry (AREA)
- Treatment Of Sludge (AREA)
Abstract
A kind of preparation method of glass toughening manure pit, has follow steps: 1) configuring resin adhesive liquid, take dry fibers, winding fiber is made in impregnation in resin adhesive liquid；2) prepare scraper plate, partition and quartz sand, scraper plate to be successively made of erosion resistant coating, impervious barrier, strength layer, extexine；3) winding fiber is wrapped on end socket idiosome and obtains end socket；4) scraper plate is rolled into septic tank cylinder base, erosion resistant coating is located at septic tank cylinder base internal layer；5) partition is arranged in step 4) the septic tank cylinder base, end socket is arranged in the both ends of septic tank cylinder base, core model is prepared；6) winding fiber is wrapped on mandrel surface, forms interior winding layer；7) quartz sand is uniformly distributed on interior winding layer, after roll-in, continues winding winding fiber, obtain outer wrap, pre-profiling septic tank is prepared；8) by pre-profiling septic tank curing process；9) trimmed to obtain glass toughening manure pit.
Description
Technical field
The present invention relates to glass toughening manure pit field, in particular to a kind of glass toughening manure pit and preparation method.
Background technique
Glass toughening manure pit refer to using synthetic resin as matrix, fiber glass reinforcement be made dedicated for place
The equipment for managing sanitary sewage, glass toughening manure pit are the composite products that country actively promotes, and light weight, intensity are high, tough
The advantages that good, corrosion-resistant, the bright in luster, finish of property reaches mirror effect, it is widely used in chemical industry, petroleum, building, spinning
It knits, aviation, navigation, traffic, electric power, metallurgy, machinery, medical treatment, food, papermaking, the fields such as environmental protection.The structure of glass toughening manure pit
It has been known, a kind of glass toughening manure pit as disclosed in Chinese utility model patent CN200920101361.X.
Currently, general glass toughening manure pit production technology is directly to be rolled into a base using scraper plate, then at cylinder base both ends
End socket is inlayed, core model is constituted, then burning into sand layer is laid in mandrel surface and obtains.The glass toughening manure pit produced using this technique
With very high structural strength and compressive property, however, the case where leakage can be gradually appeared after long-time use, it can't be effective
Meets the needs of glass toughening manure pit long-time service.
Summary of the invention
In view of the deficiencies of the prior art, it is an object of the present invention to provide a kind of preparation methods of glass toughening manure pit, use
The anti-permeability that the glass toughening manure pit of this preparation method preparation is light-weight, structural strength is high and excellent, can effectively expire
The demand of foot length phase normal use.
The technical scheme is that a kind of preparation method of glass toughening manure pit, has follow steps:
1) resin adhesive liquid is configured, viscosity 0.35-1Pas takes fiber, after drying processing, in the resin adhesive liquid of configuration
Winding fiber is made in middle impregnation, and the gel content for winding fiber is 17-25wt%；
2) prepare scraper plate, partition and quartz sand, wherein scraper plate is successively by erosion resistant coating, impervious barrier, strength layer, extexine structure
At；
3) the winding fiber that step 1) is prepared is wrapped on end socket idiosome and obtains end socket；
4) the step 2) scraper plate is rolled into septic tank cylinder base, erosion resistant coating is located at septic tank cylinder base internal layer, and extexine is located at
Septic tank cylinder base outer layer；
5) the step 2) partition is arranged in step 4) the septic tank cylinder base, step 3) the end socket setting is existed
The both ends of step 4) the septic tank cylinder base, are prepared core model；
6) the winding fiber of step 1) is wrapped on the mandrel surface of step 5) preparation, forms interior winding layer；
7) quartz sand prepared step 2) is uniformly distributed on interior winding layer, after roll-in, continues winding step 1)
The winding fiber, obtains outer wrap, and pre-profiling septic tank is prepared；
8) by step 7) the pre-profiling septic tank curing process；
9) trimmed to obtain glass toughening manure pit.
Step 2) the erosion resistant coating is combined and is constituted by matrix and setting reinforcing material in the base, wherein matrix is
Bisphenol a unsaturated polyester resin or vinyl ester resin, reinforcing material are woven glass roving fabric cloth；The impervious barrier by
Resin and the permeability-reducing admixture added in resin are constituted, and the content of permeability-reducing admixture is 0.2-1wt%；The strength layer is by intensity base
It is constituted with reinforcing rib, intensity base is combined by the reinforcing material of matrix and setting in the base and constituted, wherein matrix is tree
Rouge, reinforcing material are woven glass roving fabric cloth, and the content of resin is 45-50%, and the reinforcing rib uses FRIM or FRP system
At the inside of intensity base is arranged in；The extexine with a thickness of 0.2-0.5mm, by matrix and setting in the base
Reinforcing material combination is constituted, and matrix is resin, and reinforcing material is fiberglass surfacing mat or woven glass roving fabric cloth, resin
Content >=55%.
The SiO that the step 2) quartz sand is >=97% by mass fraction2The CaCO of ,≤3%3, surplus be impurity composition,
Quartz sand is less than 30 mesh accounting≤5%, 30-60 mesh >=80%, 60-90 mesh≤20%.
The parameter of drying described in step 1) is to toast 23-25h under the conditions of 60-80 DEG C.
Step 5) end socket is interference fitted in the both ends of septic tank cylinder base, and is fixedly linked by cementing formation.
The elongation at break of the elongation at break of the resin matrix of resin adhesive liquid and the fiber is adapted in step 1).
The resin matrix is bisphenol A type epoxy resin or phenol aldehyde type epoxy resin or aliphatic epoxy resin or unsaturation
Poly-vinegar resin or bimaleimide resin.
The present invention also provides a kind of glass toughening manure pits, are prepared using any of the above-described preparation method.
It has the advantages that by adopting the above technical scheme
1, the present invention is for being rolled into the scraper plate of septic tank cylinder base successively by erosion resistant coating, impervious barrier, strength layer and superficial layer structure
At, wherein erosion resistant coating is Bisphenol a unsaturated polyester resin or vinyl ester matrix and woven glass roving fabric cloth
There is reinforcing material excellent corrosion resistance, especially alkali resistance to guarantee erosion resistant coating for directly contacting with sanitary sewage
Service life.Impervious barrier is made of the permeability-reducing admixture of resin and addition in resin, so that the barrier performance of impervious barrier is excellent, from
The liquid of erosion resistant coating infiltration it is permanently effective by impervious barrier every staying, prevent the strength layer of corrosion outer layer, the permeability-reducing admixture of addition can also drop
The hot expansion system of low impervious barrier also improves the thermal stability of impervious barrier, guarantees the service life of impervious barrier.Strength layer is main
Support, booster action are risen to cylinder base.Extexine is for the installation base surface as cylinder base cladding material.
2, end socket of the invention by interference fit and it is cementing form fixation at cylinder base both ends, interference fit has connection strong
The good advantage of height, high reliablity, peeling resistance is spent, it is cementing that there is glue-line good airproof performance, make the bright and clean beauty of surfacing
Advantage, by interference fit and it is cementing be used in combination, can effectively ensure that the stability and leakproofness that end socket is connect with cylinder base.
3, the present invention is in one layer of quartz sand layer of the outer surface of cylinder base setting, quartz sand layer light weight and with excellent rigidity
And compression strength, make that the glass toughening manure pit suitable environment using the processing preparation of this preparation method is wide, the service life is longer.
It is further described With reference to embodiment.
Specific embodiment
In the present invention, equipment used is the general equipment of glass reinforced plastic manufacturing enterprise, and reagent used is on the market
Conventional raw material.
Preparation method of the invention has following steps:
1) resin adhesive liquid is configured, viscosity 0.35-1Pas in the present embodiment, selects bisphenol A type epoxy resin or phenolic aldehyde
Type epoxy resin or aliphatic epoxy resin or unsaturated poly-vinegar resin or bimaleimide resin, will be warm as resin matrix
When degree low viscosity is larger, indirect heating can be taken, but must not exceed 40 DEG C, the diluent stirring that corresponding ratio is then added is equal
It is even, be cooled to room temperature to temperature, then plus curing agent and be sufficiently stirred, be generally finished in 30min from being added curing agent.Fabric dividing
Fiber is taken, the elongation at break of fiber and the elongation at break of resin matrix are adapted, and fiber toasts under the conditions of 60-80 DEG C
After 23-25h processing, winding fiber is made in impregnation in the resin adhesive liquid of configuration, and the gel content for winding fiber is 17-25wt%.
2) prepare scraper plate, partition and quartz sand, wherein scraper plate is successively by erosion resistant coating, impervious barrier, strength layer, extexine structure
At erosion resistant coating is combined by the reinforcing material of matrix and setting in the base and constituted, wherein matrix is poly- for bisphenol A-type unsaturation
Ester resin or vinyl ester resin, reinforcing material are woven glass roving fabric cloth；The impervious barrier is existed by resin and addition
Permeability-reducing admixture in resin is constituted, and the content of permeability-reducing admixture is 0.2-1wt%；The strength layer is made of intensity base with reinforcing rib,
Intensity base is combined by the reinforcing material of matrix and setting in the base and is constituted, wherein matrix is resin, and reinforcing material is glass
The fibre untwisted Coarse Mesh Gauze of glass, the content of resin are 45-50%, and the reinforcing rib is made of FRIM or FRP, are arranged in rheobase
The inside of layer；The extexine with a thickness of 0.2-0.5mm, structure is combined by the reinforcing material of matrix and setting in the base
It is resin at, matrix, reinforcing material is fiberglass surfacing mat or woven glass roving fabric cloth, content >=55% of resin,
The thickness of scraper plate is finally determined according to the diameter for preparing septic tank cylinder base.Quartz sand is >=97% by mass fraction
SiO2The CaCO of ,≤3%3, surplus be impurity composition, quartz sand is less than 30 mesh accounting≤5%, 30-60 mesh >=80%, 60-90 mesh
≤ 20%.
3) the winding fiber that step 1) is prepared is wrapped on end socket idiosome and obtains end socket, canoe uses plane
It winds, to reserve inlet opening/apopore on end socket.
4) the step 2) scraper plate is rolled into septic tank cylinder base, erosion resistant coating is located at septic tank cylinder base internal layer, and extexine is located at
Septic tank cylinder base outer layer, scraper plate will reserve dredging hole, clear digging etc. according to glass fiber reinforced plastics septic pool size.
5) by the step 2) partition, routinely technique is arranged in step 4) the septic tank cylinder base, will be described in step 3)
Core model is prepared in the both ends of step 4) the septic tank cylinder base in end socket setting, in the present embodiment, being interference fitted in of end socket
The both ends of manure pit cylinder base, and be fixedly linked by cementing formation.
6) the winding fiber of step 1) is wrapped on the mandrel surface of step 5) preparation, forms interior winding layer, winding side
Formula uses spiral winding.
7) quartz sand prepared step 2) is uniformly distributed on interior winding layer, when laying quartz sand, needs to wind inside
Resin adhesive liquid is sprayed on layer, and uses pressure roller roll-in, is made quartz sand full penetration resin adhesive liquid, is avoided the occurrence of sand leakage, dry sand, roll-in
After, continue to wind fiber described in winding step 1, obtains outer wrap, pre-profiling septic tank is prepared.
8) by step 7) the pre-profiling septic tank curing process, in solidification process, glass toughening manure pit, revolving speed to be rotated
For 2-5r/min, solidification is solidified using Far-infrared Heating, and solidification temperature is 70-80 DEG C, until solidification finishes, solidifies the detection finished
Standard is, including eye, hand are touched, beaten with metal bar and hardness Barcol measurement, last complete if feeling tacky when being touched with hand, feeling like jelly
All solidstate need to continue to solidify, if there is cyclic annular end on surface, complete band is consolidated at solid band or section shape end completely, need to continue to solidify；If
Sound is clear and melodious when being beaten with metal bar, then curing degree is relatively good；If the hardness Barcol measured is lower than 35, show solidification not
Completely.
9) trimmed to obtain glass toughening manure pit.
Obtained glass toughening manure pit can be used to mating installation after detection is qualified.
Claims (8)
1. a kind of preparation method of glass toughening manure pit, which is characterized in that have follow steps:
1) resin adhesive liquid is configured, viscosity 0.35-1Pas takes fiber to soak in the resin adhesive liquid of configuration after drying processing
Winding fiber is made in glue, and the gel content for winding fiber is 17-25wt%；
2) prepare scraper plate, partition and quartz sand, wherein scraper plate is successively made of erosion resistant coating, impervious barrier, strength layer, extexine；
3) the winding fiber that step 1) is prepared is wrapped on end socket idiosome and obtains end socket；
4) the step 2) scraper plate is rolled into septic tank cylinder base, erosion resistant coating is located at septic tank cylinder base internal layer, and extexine, which is located at, changes excrement
Pond cylinder base outer layer；
5) the step 2) partition is arranged in step 4) the septic tank cylinder base, the step 3) end socket is arranged in step
4) both ends of the septic tank cylinder base, are prepared core model；
6) the winding fiber of step 1) is wrapped on the mandrel surface of step 5) preparation, forms interior winding layer；
7) quartz sand prepared step 2) is uniformly distributed on interior winding layer, after roll-in, continues winding step 1) it is described
Fiber is wound, outer wrap is obtained, pre-profiling septic tank is prepared；
8) by step 7) the pre-profiling septic tank curing process；
9) trimmed to obtain glass toughening manure pit.
2. the preparation method of glass toughening manure pit according to claim 1, which is characterized in that the step 2) erosion resistant coating by
The reinforcing material of matrix and setting in the base, which combines, to be constituted, wherein matrix is Bisphenol a unsaturated polyester resin or ethylene
Base ester resin, reinforcing material are woven glass roving fabric cloth；The impervious barrier is by resin and adds the antiseepage in resin
Agent is constituted, and the content of permeability-reducing admixture is 0.2-1wt%；The strength layer is made of intensity base with reinforcing rib, and intensity base is by base
The reinforcing material of body and setting in the base, which combines, to be constituted, wherein matrix is resin, and reinforcing material is that glass fibre is non-twist thick
Gauze, the content of resin are 45-50%, and the reinforcing rib is made of FRIM or FRP, and the inside of intensity base is arranged in；Institute
State extexine with a thickness of 0.2-0.5mm, combine and is constituted by the reinforcing material of matrix and setting in the base, matrix is to set
Rouge, reinforcing material are fiberglass surfacing mat or woven glass roving fabric cloth, content >=55% of resin.
3. the preparation method of glass toughening manure pit according to claim 1, which is characterized in that the step 2) quartz sand by
The SiO that mass fraction is >=97%2The CaCO of ,≤3%3, surplus be impurity composition, quartz sand is less than 30 mesh accountings≤5%, 30-
60 mesh >=80%, 60-90 mesh≤20%.
4. the preparation method of glass toughening manure pit according to claim 1, which is characterized in that drying described in step 1)
Parameter is to toast 23-25h under the conditions of 60-80 DEG C.
5. the preparation method of glass toughening manure pit according to claim 1, which is characterized in that step 5) end socket interference fit
It is fixedly linked at the both ends of septic tank cylinder base, and by cementing formation.
6. the preparation method of glass toughening manure pit according to claim 1, which is characterized in that resin adhesive liquid in step 1)
The elongation at break of the elongation at break of resin matrix and the fiber is adapted.
7. the preparation method of glass toughening manure pit according to claim 6, which is characterized in that the resin matrix is bis-phenol
A type epoxy resin or phenol aldehyde type epoxy resin or aliphatic epoxy resin or unsaturated poly-vinegar resin or bismaleimide tree
Rouge.
8. a kind of glass toughening manure pit being prepared using any preparation method of claim 1-7.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811450333.9A CN109534635A (en) | 2018-11-30 | 2018-11-30 | A kind of glass toughening manure pit and preparation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811450333.9A CN109534635A (en) | 2018-11-30 | 2018-11-30 | A kind of glass toughening manure pit and preparation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109534635A true CN109534635A (en) | 2019-03-29 |
Family
ID=65851280
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811450333.9A Pending CN109534635A (en) | 2018-11-30 | 2018-11-30 | A kind of glass toughening manure pit and preparation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109534635A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112743881A (en) * | 2021-01-26 | 2021-05-04 | 连云港明锦复合材料有限公司 | Glass fiber reinforced plastic storage tank leakage repairing method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2083141U (en) * | 1990-10-23 | 1991-08-21 | 武汉工业大学 | New-type tank made of glass fibre reinforced plastic |
| CN104261671A (en) * | 2014-09-01 | 2015-01-07 | 杨冠军 | Fiberglass-reinforced plastic septic tank cylinder/bracing ring integrated winding technique |
| CN104787998A (en) * | 2015-03-24 | 2015-07-22 | 泉州博超实业有限公司 | Production process of glass fiber reinforced plastic septic tank and production equipment for glass fiber reinforced plastic septic tank |
| CN106277688A (en) * | 2016-08-30 | 2017-01-04 | 北海运龙环保材料有限责任公司 | The mounting process of fw frp anaerobic tank |
| CN106904805A (en) * | 2016-10-10 | 2017-06-30 | 湖南天联复合材料有限公司 | A kind of glass toughening manure pit cylinder and its production technology |
-
2018
- 2018-11-30 CN CN201811450333.9A patent/CN109534635A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2083141U (en) * | 1990-10-23 | 1991-08-21 | 武汉工业大学 | New-type tank made of glass fibre reinforced plastic |
| CN104261671A (en) * | 2014-09-01 | 2015-01-07 | 杨冠军 | Fiberglass-reinforced plastic septic tank cylinder/bracing ring integrated winding technique |
| CN104787998A (en) * | 2015-03-24 | 2015-07-22 | 泉州博超实业有限公司 | Production process of glass fiber reinforced plastic septic tank and production equipment for glass fiber reinforced plastic septic tank |
| CN106277688A (en) * | 2016-08-30 | 2017-01-04 | 北海运龙环保材料有限责任公司 | The mounting process of fw frp anaerobic tank |
| CN106904805A (en) * | 2016-10-10 | 2017-06-30 | 湖南天联复合材料有限公司 | A kind of glass toughening manure pit cylinder and its production technology |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112743881A (en) * | 2021-01-26 | 2021-05-04 | 连云港明锦复合材料有限公司 | Glass fiber reinforced plastic storage tank leakage repairing method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108521016A (en) | A kind of D shipborne radar cover and its manufacturing method | |
| CN207947378U (en) | A kind of D shipborne radar cover | |
| RU2007137997A (en) | COMPOSITION AND GYPSUM PRODUCED FROM IT AND A GYPSUM MATERIAL BASED ON WET FIBERS + | |
| CN108342995A (en) | The fiber cloth reinforced pillarwork of steel wire of overcoating ultra-high performance concrete | |
| US20190009433A1 (en) | Manufacturing method of color decorative plate for integral bathroom | |
| CN107901529A (en) | A kind of press fastening type rock wool-steel plywood and preparation method thereof | |
| CN206128329U (en) | Building external wall insulation system and composite rock wool heated board thereof | |
| CN109534635A (en) | A kind of glass toughening manure pit and preparation method | |
| CN109822932A (en) | A kind of preparation process of glass fiber reinforced plastic sand-inclusion pipeline | |
| CN103411040A (en) | Method for manufacturing glass fiber reinforced plastic composite pipe mixed with carbon fibers | |
| CN101400192B (en) | Moisture proof and warming electric heating board and preparation thereof | |
| CN107417970B (en) | A kind of production method of the glass-fiber reinforced plastic grille with burning into sand layer | |
| CN103192551A (en) | Hollow sandwiched plate with cellular core plate and preparation method thereof | |
| CN102002211A (en) | Vinyl ester resin insulation power tower and manufacturing method thereof | |
| CN209145059U (en) | A kind of thermal-insulating leakage-resistant leakage exterior wall | |
| CN108819284A (en) | A kind of glass fibre reinforced plastic nacelle cover production technology | |
| AU2016204704B2 (en) | Novel pool shell and method | |
| CN208950182U (en) | Wall with waterproof construction | |
| CN1388173A (en) | Production process of cable-protecting composite GRP pipe | |
| CN111300843A (en) | Forming equipment and forming process for GFRP (glass fiber reinforced Polymer) tube layer of composite electric pole | |
| CN107033548A (en) | A kind of energy saving building fiberglass epoxy resin | |
| CN206016174U (en) | A kind of A levels vertical hair rock wool moulding | |
| CN206768862U (en) | A kind of piping lane for the straight tube of the compound pipe gallery of bamboo and including the straight tube | |
| CN101575189B (en) | Cross linker of insulating anti-crack mortar | |
| CN205558437U (en) | Coating type combined material shaft tower |
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 |
Application publication date: 20190329 |
|
| RJ01 | Rejection of invention patent application after publication |