CN202543014U - Integral type septic tank with high-pressure-resistance intensive wave peak structural wall - Google Patents
Integral type septic tank with high-pressure-resistance intensive wave peak structural wall Download PDFInfo
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- CN202543014U CN202543014U CN2012201950262U CN201220195026U CN202543014U CN 202543014 U CN202543014 U CN 202543014U CN 2012201950262 U CN2012201950262 U CN 2012201950262U CN 201220195026 U CN201220195026 U CN 201220195026U CN 202543014 U CN202543014 U CN 202543014U
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- septic tank
- pond body
- crest
- intensive
- monobloc
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Abstract
The utility model discloses an integral type septic tank with a high-pressure-resistance intensive wave peak structural wall. The integral type septic tank comprises a cylindrical septic tank body, wherein end sockets which are integrated with the tank body are arranged at the two ends of the tank body; the axial cross section of the tank body is formed by a plurality of wave peaks; an annular structural wall supporting ring is arranged on the inner wall of the tank body; clapboards are arranged in the tank body; and the tank body is partitioned into three stages of chambers through two clapboards. The septic tank is integrally molded through die pressing, so that an integral type assembly production process can be realized; due to the adoption of an intensive high-wave-peak structure, the compressive strength of the septic tank is improved by a mechanical structure of the septic tank, so that the service life of a product is guaranteed; the septic tank is convenient to produce industrially, high in production efficiency and stable in product quality; and the septic tank is high in product intensity, light in mass and high in sealing performance, can be simply, conveniently and quickly constructed and mounted, and can be effectively prevented from leaking.
Description
Technical field
The utility model relates to a kind of buried sewage treatment equipment, relates in particular to a kind of technological improvement of high resistance to compression glass toughening manure pit mechanical structure.
Background technology
Use dirt sewage for urban life, traditional technology all adopts the brick mix structure septic tank.Brick and the Steel Concrete septic tank of tradition, the site operation cycle is long, corrosion-resistant, poor processing effect; Cost is high, and floor space is big, and construction technology is complicated; Molding consumptive material technician is required height, and construction receives inside even from weather, and there is bigger potential safety hazard in construction.Occurred glass reinforced plastic round shape, plastic material septic tank and concrete prefabricated septic tank in the market, it adopts assembling die up and down, left and right sides assembling die split assembling septic tank cylindrical shell; Septic tank cylindrical shell and end socket all adopt the combine and assemble moulding, and technology is numerous and diverse, and joint or bolt connect; Or hand paste glass reinforced plastic bonding, or cement joint, inner pressure-bearing circle adopts metal material prefabricated only for the effect of short-term pressure-bearing; Ultimate compression strength was not high during finished product used, and the big lossy of septic tank ultimate compression strength after the medium-term and long-term immersion of sewage is corroded gives in the product use to have increased leakage; Distortion, the equivalent risk that breaks, and destroy ecotope.
Summary of the invention
The purpose of the utility model is to provide the intensive high crest structure design of a kind of high resistance to compression, good seal performance, the intensive crest structural walls of high resistance to compression monobloc(k)type septic tank quick and easy for installation.
The technical scheme of the utility model comprises tubular septic tank pond body, and there is the end socket with the pond body by integral forming at body two ends, pond; The axial cross section of pond body is that a plurality of crests constitute.
Said pond axon is wide to the crest in cross section to be 10--20mm, and wave crest height is 10--20mm (body common diameter in pond is 1.0-5.0M).
The said pond of the utility model body inwall is provided with ring structure wall support ring.
Be provided with dividing plate in the body of the said pond of the utility model; The pond body is divided into three grades of chambers through two dividing plates.
The said pond of the utility model body is provided with and is used to the inspection port of checking, drawing clearly and is used for the deflated ventilating pit.
Be respectively equipped with water-in, water outlet on the end socket of body two ends, the said pond of the utility model.
In the body of the said pond of the utility model microbe carrier stuffing is housed.
Be provided with the effluent treatment plant system in the body of the said pond of the utility model.
Said end socket inwall of the utility model or outer wall are provided with the glass reinforced plastic load-bearing lining muscle that is used to strengthen its ultimate compression strength.
Have between the joint of the said end socket of the utility model and pond body end socket and pond body be sandwiched in and wherein make it all-in-one-piece and be connected lining up and down.
The utility model production technique is that mold pressing is one-body molded, the monobloc(k)type Assembling Production.Adopt intensive high crest structural walls fiber reinforced plastic mold or metal die, carry out hand and stick with paste technology, extrusion molding, injection moulding, mold pressing, RTM, concrete aggregate hybrid technique etc. and material therefor is got in the die cavity each building block such as natural global formation septic tank cylindrical shell and end socket after the thermosetting, dividing plate, support ring, inspection port.
The utility model has following advantage: construction safety, quick, stop seepage; Mechanical structure design has improved septic tank ultimate compression strength, ensures product work-ing life; Be convenient to suitability for industrialized production, production efficiency is high, and standardized dies is one-body molded, and constant product quality is not influenced by human factor.Product strength height, light weight, construction and installation are simple, convenient, fast, and good airproof performance can effectively be stopped seepage, and environment protecting improves, and compared with prior art, has improved the sewage purification processing power.
Description of drawings
Fig. 1 is the one-piece construction synoptic diagram of the utility model.
Fig. 2 is the structural representation of pond body.
Fig. 3 is the structural representation of end socket.
Fig. 4 is the structural representation of ring structure wall support ring.
Fig. 5 is the structural representation of dividing plate.
Fig. 6 is the structural representation of dividing plate.
Fig. 7 is Fig. 1
portion's enlarged view.
Among the figure, 1, the pond body; 2, end socket; 3, inspection port; 4, ventilating pit; 5, water-in pipe; 6, water outlet pipe; 7, support ring; 8-1,8-2, dividing plate; 9, microbe carrier stuffing; 10, effluent treatment plant system; 11, crest; 12, lining muscle.
Embodiment
The utility model comprises septic tank pond body 1, pond body 1 two ends end socket 2 among Fig. 1; Body 1 top in pond is provided with and is used to the inspection port 3 checking, draw clearly; Exhaust ventilating pit 4, two ends end socket are respectively equipped with intake- outlet pipe 5,6, are provided with ring structure wall support ring 7, dividing plate in the pond body 1.Wherein pond body 1 is highly dense crest structural walls mechanical structure design; Body 1 inner chamber in pond is divided into three grades of chambers by dividing plate 8-1,8-2; According to different stage WWT emission standard, all can load microbe carrier stuffing 9 or a whole set of effluent treatment plant system 10 in the chamber.
Among Fig. 2, body 1 axial cross section in pond is made up of a plurality of crest 11 joint face one.Its crest 11 is wide to be 15mm, and wave crest height is 10mm, constitutes the intensive crest structural walls of a high resistance to compression, and the diameter of pond body 1 is 3M.
Among Fig. 3, end socket 2 outside surfaces are provided with concavo-convex reinforcing line muscle 12, are used to strengthen the glass reinforced plastic load-bearing of its ultimate compression strength.
Shown in Figure 4 is ring structure wall support ring 7.
Shown in Figure 5 is dividing plate 8-1 and topological design signal.
Shown in Figure 6 is dividing plate 8-2 and topological design signal.
Shown in Figure 7 is that end socket 2 is connected local the amplification with pond body 1.Have between the joint of said end socket 2 and pond body 1 end socket and the joint of pond body be sandwiched in and wherein make it all-in-one-piece and be connected lining up and down.
All building blocks of the utility model such as two ends end socket and pond body, dividing plate, support ring, inspection port etc. all can adopt material such as glass reinforced plastic material, cement, plastics, silica sand.
Claims (10)
1. the intensive crest structural walls of one kind high resistance to compression monobloc(k)type septic tank, it is characterized in that: comprise tubular septic tank pond body (1), there is the end socket (2) with the pond body by integral forming at pond body (1) two ends; The axial cross section of pond body (1) is that a plurality of crests constitute.
2. the intensive crest structural walls of high resistance to compression according to claim 1 monobloc(k)type septic tank, it is characterized in that: the wide 10--20mm of being of the crest of said pond body (1) axial cross section, wave crest height is 10--20mm.
3. the intensive crest structural walls of high resistance to compression according to claim 1 monobloc(k)type septic tank, it is characterized in that: said pond body (1) inwall is provided with support ring (7).
4. the intensive crest structural walls of high resistance to compression according to claim 1 monobloc(k)type septic tank is characterized in that: be provided with dividing plate (8) in the said pond body (1); Pond body (1) is divided into three grades of chambers through two dividing plates (8).
5. the intensive crest structural walls of high resistance to compression according to claim 1 monobloc(k)type septic tank, it is characterized in that: said pond body (1) is provided with and is used to the inspection port (3) of checking, drawing clearly and is used for deflated ventilating pit (4).
6. the intensive crest structural walls of high resistance to compression according to claim 1 monobloc(k)type septic tank is characterized in that: be respectively equipped with water-in (5), water outlet (6) on said pond body (1) the two ends end sockets (2).
7. the intensive crest structural walls of high resistance to compression according to claim 1 monobloc(k)type septic tank is characterized in that: microbe carrier stuffing (10) is housed in the said pond body (1).
8. the intensive crest structural walls of high resistance to compression according to claim 1 monobloc(k)type septic tank is characterized in that: be provided with effluent treatment plant system (9) in the said pond body (1).
9. the intensive crest structural walls of high resistance to compression according to claim 1 monobloc(k)type septic tank is characterized in that: said end socket (2) inwall or outer wall are provided with the glass reinforced plastic load-bearing lining muscle (12) that is used to strengthen its ultimate compression strength.
10. the intensive crest structural walls of high resistance to compression according to claim 1 monobloc(k)type septic tank is characterized in that: have between the joint of said end socket (2) and pond body (1) end socket (2) and pond body (1) be sandwiched in wherein to make it all-in-one-piece and be connected lining up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201950262U CN202543014U (en) | 2012-05-03 | 2012-05-03 | Integral type septic tank with high-pressure-resistance intensive wave peak structural wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201950262U CN202543014U (en) | 2012-05-03 | 2012-05-03 | Integral type septic tank with high-pressure-resistance intensive wave peak structural wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202543014U true CN202543014U (en) | 2012-11-21 |
Family
ID=47163680
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201950262U Expired - Fee Related CN202543014U (en) | 2012-05-03 | 2012-05-03 | Integral type septic tank with high-pressure-resistance intensive wave peak structural wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202543014U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104860496A (en) * | 2015-05-30 | 2015-08-26 | 合肥中科富华新材料有限公司 | High-strength plastic septic tank |
| CN104860497A (en) * | 2015-05-30 | 2015-08-26 | 合肥中科富华新材料有限公司 | Double-wall corrugated type integral septic tank |
| CN104876411A (en) * | 2015-05-30 | 2015-09-02 | 合肥中科富华新材料有限公司 | Cylinder and corrugated type integral septic tank |
| CN104926058A (en) * | 2015-05-30 | 2015-09-23 | 合肥中科富华新材料有限公司 | Double-wall reinforced integrated septic tank |
| CN106217908A (en) * | 2016-08-28 | 2016-12-14 | 北海运龙环保材料有限责任公司 | A kind of RTM technique produces the method for rural area glass toughening manure pit |
-
2012
- 2012-05-03 CN CN2012201950262U patent/CN202543014U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104860496A (en) * | 2015-05-30 | 2015-08-26 | 合肥中科富华新材料有限公司 | High-strength plastic septic tank |
| CN104860497A (en) * | 2015-05-30 | 2015-08-26 | 合肥中科富华新材料有限公司 | Double-wall corrugated type integral septic tank |
| CN104876411A (en) * | 2015-05-30 | 2015-09-02 | 合肥中科富华新材料有限公司 | Cylinder and corrugated type integral septic tank |
| CN104926058A (en) * | 2015-05-30 | 2015-09-23 | 合肥中科富华新材料有限公司 | Double-wall reinforced integrated septic tank |
| CN106217908A (en) * | 2016-08-28 | 2016-12-14 | 北海运龙环保材料有限责任公司 | A kind of RTM technique produces the method for rural area glass toughening manure pit |
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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 |
Granted publication date: 20121121 Termination date: 20190503 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |