CN204237691U - Prefabrication type reinforced concrete septic tank - Google Patents
Prefabrication type reinforced concrete septic tank Download PDFInfo
- Publication number
- CN204237691U CN204237691U CN201420605516.4U CN201420605516U CN204237691U CN 204237691 U CN204237691 U CN 204237691U CN 201420605516 U CN201420605516 U CN 201420605516U CN 204237691 U CN204237691 U CN 204237691U
- Authority
- CN
- China
- Prior art keywords
- pond
- module cylinder
- cement
- communicating pipe
- module
- 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
Links
Landscapes
- Treatment Of Biological Wastes In General (AREA)
Abstract
Prefabrication type reinforced concrete septic tank, by several monomer pond according to certain aligned transfer, is combined into the first pond.Inner in the first pond, hole, the longitudinal fluting of the hole on each module cylinder, longitudinal fluting and adjacent same layer module cylinder are mutually corresponding.Adjacent two circular cavities is interconnected by module cylinder pipe connecting, and the whole module cylinders forming the first pond make the volume in the first pond be interconnected by module cylinder pipe connecting.How two adjacent longitudinal flutings are into a square space is exactly cement filling aperture.Each cement filling aperture with above it, the cement filling aperture of below communicates, in cement filling aperture after cement injection, cement filling aperture is filled up by cement, is filled up in the gap between hole and module cylinder pipe connecting meanwhile, prevents hole place effluent seepage.
Description
Art
The utility model relates to a kind of mounting process of prefabrication type reinforced concrete septic tank, the prefabrication type reinforced concrete septic tank of the septic tank local infiltration that especially can improve operating efficiency, strengthen the intensity of septic tank, avoid.
Background technology
At present, known prefabrication type concretize manure pit is assembled by concrete floor, module cylinder, module cylinder communicating pipe, sewage induction pipe, effluent outfall, cover plate, cover plate inspection window, inspection window well, well lid, generally form three layers of monomer pond by three layers of module cylinder, several three layers of monomer pond form a unified septic tank by certain aligned transfer, and each three layers of monomer pond are only connected by module cylinder communicating pipe with adjacent three layers of monomer pond.After a certain amount of sewage flows into septic tank from sewage induction pipe, sewage, by flowing through three layers of all monomer ponds module cylinder communicating pipe one by one, is finally got rid of from effluent outfall, is reached the cleaning action of sewage with this.But three layers of module cylinder in composition three layers of monomer pond when mounted, only use sand-cement slurry process gap, easily cause the seepage of septic tank between every layer of module cylinder; The gap connected between the module cylinder communicating pipe in two adjacent three layers of monomer ponds and pond body is the processing mode using the sand-cement slurry cementation of fissures, smear one deck asphalt oil again, and this mode also easily causes the seepage of septic tank; The pond body of current prefabrication type concretize manure pit does not mostly add or adds very thin reinforcing bar, and the intensity of septic tank does not reach the requirement of specification, there is hidden danger of quality.
Summary of the invention
In order to overcome the deficiency of existing prefabrication type concretize manure pit, the utility model provides a kind of prefabrication type reinforced concrete septic tank, and this septic tank can not only solve the leakage problems of septic tank, and can meet septic tank and reach intensity required by specification.
The utility model solves the technical scheme that its technical problem adopts: a kind of prefabrication type reinforced concrete septic tank, assembled by concrete floor, module cylinder, module cylinder communicating pipe, sewage induction pipe, effluent outfall, cover plate, cover plate inspection window, inspection chamber, vapor pipe, well lid, module cylinder is the foursquare and tubular structure of upper and lower opening; The lower middle position of the side wall surface of module cylinder is provided with hole, and according to the number arranging hole, module cylinder can be divided into four-way module cylinder, threeway module cylinder, two-way module cylinder; Arranging on pertusate side wall surface of module cylinder all has longitudinal fluting, and the width of longitudinal fluting is greater than the diameter of hole.
Form by three module cylinders three layers of monomer pond that an internal capacity is interconnected, the gap place between module cylinder and concrete floor and the gap place between each layer module cylinder are provided with fluid proof seal bar, use sand-cement slurry process gap.
Relatively independent the first pond of the internal capacity forming septic tank by several three layers of monomer pond respectively, the second pond, the 3rd pond; First pond and the second pond are by being interconnected the first pond and the second pond communicating pipe, and the second pond and the 3rd pond are by being interconnected the second pond and the 3rd pond communicating pipe.
The module cylinder of the first pond or the second pond or the 3rd inside, pond, and and its be interconnected by module cylinder communicating pipe with between layer, adjacent module cylinder, and by making all module cylinder volumes of the first pond or the second pond or the 3rd inside, pond be interconnected module cylinder communicating pipe; The longitudinal fluting of each module cylinder is mutually corresponding with the longitudinal fluting of same layer, adjacent module cylinder, and is cement grouting holes with layer, adjacent two spaces that longitudinal fluting is encircled into; Each cement grouting hole is mutually corresponding with the cement grouting hole above or below it, and is interconnected, and forms an integral cement fill orifice from top to bottom; Cement pours into integral cement fill orifice, and is completely surrounded in the outside of module cylinder communicating pipe, is filled up in the gap between module cylinder communicating pipe and hole.
Between second layer module cylinder in second layer module cylinder in first pond and the second pond of being adjacent, by being interconnected the first pond and the second pond communicating pipe; The longitudinal fluting of each module cylinder is mutually corresponding with the longitudinal fluting of same layer, adjacent module cylinder, and the space be encircled into is cement grouting hole; Cement pours into cement grouting hole, is completely surrounded in the first pond and the outside of the second pond communicating pipe, is filled up in the gap between module cylinder communicating pipe and hole.
Between second layer module cylinder in second layer module cylinder in second pond and the 3rd pond that is adjacent, by being interconnected the second pond and the 3rd pond communicating pipe; The longitudinal fluting of each module cylinder is mutually corresponding with the longitudinal fluting of same layer, adjacent module cylinder, and the space be encircled into is cement grouting hole; Cement pours into cement grouting hole, is completely surrounded in the second pond and the outside of the 3rd pond communicating pipe, is filled up in the gap between module cylinder communicating pipe and hole.
Above the base plate of septic tank, superposed by three module cylinders and install, form a monomer pond.On the module cylinder of lower floor and the contact surface of base plate, pre-set fluid proof seal bar, sand-cement slurry, after module cylinder is installed, the fluid proof seal bar at the gap place between module cylinder and base plate runs into the water molecules in sand-cement slurry, undergoes rapid expansion, gap between blocking module cylinder and base plate, reaches the effect preventing sewage from gap seepage.In like manner, the planed joint place between three layers of module cylinder in compositing monomer pond, all adopts this method, reaches the effect preventing effluent seepage.
By several monomer pond according to certain aligned transfer, be combined into the first pond.Inner in the first pond, hole, the longitudinal fluting of the hole on each module cylinder, longitudinal fluting and adjacent same layer module cylinder are mutually corresponding.Adjacent two circular cavities is interconnected by module cylinder pipe connecting, and the whole module cylinders forming the first pond make the volume in the first pond be interconnected by module cylinder pipe connecting.How two adjacent longitudinal flutings are into a square space is exactly cement filling aperture.Each cement filling aperture with above it, the cement filling aperture of below communicates, in cement filling aperture after cement injection, cement filling aperture is filled up by cement, is filled up in the gap between hole and module cylinder pipe connecting meanwhile, prevents hole place effluent seepage.
In like manner, by several monomer pond according to certain aligned transfer, be combined into the second pond, the 3rd pond, the treatment process of its cement filling aperture is identical with the first pond.
In like manner, the treatment process of the cement filling aperture between the first pond, the second pond, the 3rd pond is identical with the first pond.
By adopting the treatment process of cement filling aperture to gap, each position, the gap of septic tank inside is effectively processed, and reaches the object preventing effluent seepage.
The beneficial effects of the utility model are, effectively can prevent the seepage of septic tank, meet the structural strength of septic tank, and owing to adopting suitability for industrialized production, can fall the efficiency improving work scene.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is the longitudinal section structural map of embodiment.
Fig. 2 is the C-C sectional view of Fig. 1.
Fig. 3 is B--B sectional view and the D-D sectional view of Fig. 1.
Fig. 4 is the flat sectional structural map of four-way module cylinder.
Fig. 5 is the flat sectional structural map of threeway module cylinder.
Fig. 6 is the flat sectional structural map of two-way module cylinder.
Fig. 7 is the A-A sectional view of Fig. 4.
Fig. 8 installs flat sectional drawing module communicating pipe.
Fig. 9 installs longitudinal diagram module communicating pipe.
Figure 10 is vertically superposed the three layers of monomer pool structure schematic diagram installed and form by three four-way module cylinders.
In figure, 1, module cylinder, 2, four-way module cylinder, 3, threeway module cylinder, 4, two-way module cylinder, 5, fluid proof seal bar, 6, hole, 7, module cylinder communicating pipe, 8, three layers of monomer pond, 9, first pond, 10, first pond and the second pond communicating pipe, 11, second pond, 12, second pond and the 3rd pond communicating pipe, 13, 3rd pond, 14, the most high liquid level (HLL) of septic tank, 15, effluent outfall, 16, module cover plate, 17, exhaust diffusion mouth, 18, vapor pipe, 19, 3rd pond inspection chamber, 20, well lid, 21, exhaust pipe mouth, 22, cement grouting hole, 23, second pond inspection chamber, 24, first pond inspection chamber, 25, sewage induction pipe, 26, module bore hole, 27, longitudinal fluting, 28, transverse reinforcement, 29, longitudinal reinforcement, 30, sand-cement slurry, 31, concrete floor.
Embodiment
In Fig. 1, Fig. 4, Fig. 5, Fig. 6, module cylinder (1) is the base unit of composition septic tank, and module cylinder (1) is the foursquare and tubular structure of upper and lower opening.The lower middle position of the side wall surface of module cylinder (1) is provided with hole (6), according to the number arranging hole (6), module cylinder (1) can be divided into four-way module cylinder (2), threeway module cylinder (3), two-way module cylinder (4).The side wall surface being provided with hole (6) of module cylinder (1) all has longitudinal fluting (27), and the width of longitudinal fluting (27) is greater than the diameter of hole (6).
At Fig. 1, Tu10Zhong, be provided with concrete floor (31); Three layers of monomer pond (8) that an internal capacity is interconnected are formed by three module cylinders (1), gap place between module cylinder (1) and concrete floor (31) and the gap place between each layer module cylinder (1) are provided with fluid proof seal bar (6), and use sand-cement slurry (30) to process gap.Fluid proof seal bar (6) can expand when running into the water molecules in sand-cement slurry (30), reaches the effect of sealing off gap with this, guarantees not produce effluent seepage.
In Fig. 1, Fig. 2, Fig. 3, by several three layers of monomer pond (8), according to certain aligned transfer, form relatively independent the first pond (9) of internal capacity, the second pond (11), the 3rd pond (13) respectively.
In Fig. 1, Fig. 2, Fig. 3, Fig. 8, Fig. 9, the hole (6) forming the module cylinder (1) in the first pond (9) is mutually corresponding with the hole (6) of same layer, adjacent module cylinder (1), and by being interconnected module cylinder communicating pipe (7), the inner all module cylinder volumes in the first pond (9) are interconnected.The external diameter of module cylinder communicating pipe (7) should be slightly smaller than the diameter of hole (6).And, the longitudinal fluting (27) of each module cylinder (1) is mutually corresponding with the longitudinal fluting (27) of same layer, adjacent module cylinder (1), and be cement grouting hole (22) with the space that layer, adjacent two longitudinal flutings (27) are encircled into, each cement grouting hole (22) is mutually corresponding with the cement grouting hole (22) above or below it, and be interconnected, form an integral cement fill orifice (22) from top to bottom.After filling cement to cement grouting hole (22), vibrating, the outside of module cylinder communicating pipe (7) completely surrounds by cement, and is filled up in the gap between module cylinder communicating pipe (7) and hole (6).After cement injection, can either communicate by volume between the module cylinder (1) that the first pond (9) are inner all, can ensure that again the gap between module cylinder (1) there will not be effluent seepage.
In like manner, in Fig. 1, Fig. 2, Fig. 3, Fig. 8, Fig. 9, the treatment process of the module cylinder (1) that the second pond (11), the 3rd pond (13) are inner is identical with the treatment process of the module cylinder (1) of the first pond (9) inside.
In Fig. 1, Fig. 2, first pond (9) and the second pond (11) are by being interconnected the first pond and the second pond communicating pipe (10), and the second pond (11) and the 3rd pond (13) are by being interconnected the second pond and the 3rd pond communicating pipe (12).
In like manner, in Fig. 1, Fig. 2, the first pond and the second pond communicating pipe (10) and identical with the treatment process of the first pond (9) inner module cylinder (1) with the gap processing method between its corresponding module cylinder (1).
In like manner, in Fig. 1, Fig. 2, the second pond and the 3rd pond communicating pipe (12) and identical with the treatment process of the first pond (9) inner module cylinder (1) with the gap processing method between its corresponding module cylinder (1).
In FIG, in the first pond (9), sewage induction pipe (25) is set than the high 10cm that is provided with effluent outfall (15) in the 3rd pond (13).Maintain an equal level at the bottom of the most height of high liquid level (HLL) (14) of septic tank and the inside tube of effluent outfall (15); module cylinder communicating pipe (7) in middle layer, the first pond and the second pond communicating pipe (10), the second pond and the axis of the 3rd pond communicating pipe (12) height bottom septic tank are about the half of the height of the most high liquid level (HLL) (14) of septic tank, guarantee that excrement circulation at night in septic tank smoothly.
In FIG, septic tank is provided with module cover plate (17), the 3rd pond inspection chamber (19), the second pond inspection chamber (23), the first pond inspection chamber (24), well lid (20), the top of cover plate (20) is provided with vapor pipe (18), in the pit shaft of the 3rd pond inspection chamber (19), the second pond inspection chamber (23), the first pond inspection chamber (24), have exhaust pipe mouth (21), the position suitable at distance septic tank is provided with exhaust diffusion mouth (17).The excessive gas that septic tank produces can be discharged in air by vapor pipe (18).
In the figure 7, the side wall surface inside of module cylinder (1) is provided with transverse reinforcement (28), longitudinal reinforcement (29), improves the structural strength of inspection chamber with this.
Claims (6)
1. a prefabrication type reinforced concrete septic tank, assembled by concrete floor, module cylinder, module cylinder communicating pipe, sewage induction pipe, effluent outfall, cover plate, cover plate inspection window, inspection chamber, vapor pipe, well lid, it is characterized in that: module cylinder is the foursquare and tubular structure of upper and lower opening; The lower middle position of the side wall surface of module cylinder is provided with hole, and according to the number arranging hole, module cylinder can be divided into four-way module cylinder, threeway module cylinder, two-way module cylinder; Arranging on pertusate side wall surface of module cylinder all has longitudinal fluting, and the width of longitudinal fluting is greater than the diameter of hole.
2. prefabrication type reinforced concrete septic tank according to claim 1, it is characterized in that: form by three module cylinders three layers of monomer pond that an internal capacity is interconnected, gap place between module cylinder and concrete floor and the gap place between each layer module cylinder are provided with fluid proof seal bar, use sand-cement slurry process gap.
3. prefabrication type reinforced concrete septic tank according to claim 2, is characterized in that: relatively independent the first pond of the internal capacity forming septic tank by several three layers of monomer pond respectively, the second pond, the 3rd pond; First pond and the second pond are by being interconnected the first pond and the second pond communicating pipe, and the second pond and the 3rd pond are by being interconnected the second pond and the 3rd pond communicating pipe.
4. prefabrication type reinforced concrete septic tank according to claim 3, it is characterized in that: the module cylinder of the first pond or the second pond or the 3rd inside, pond, and and its be interconnected by module cylinder communicating pipe with between layer, adjacent module cylinder, and by making all module cylinder volumes of the first pond or the second pond or the 3rd inside, pond be interconnected module cylinder communicating pipe; The longitudinal fluting of each module cylinder is mutually corresponding with the longitudinal fluting of same layer, adjacent module cylinder, and is cement grouting holes with layer, adjacent two spaces that longitudinal fluting is encircled into; Each cement grouting hole is mutually corresponding with the cement grouting hole above or below it, and is interconnected, and forms an integral cement fill orifice from top to bottom; Cement pours into integral cement fill orifice, and is completely surrounded in the outside of module cylinder communicating pipe, is filled up in the gap between module cylinder communicating pipe and hole.
5. prefabrication type reinforced concrete septic tank according to claim 4, is characterized in that: between the second layer module cylinder in the second layer module cylinder in the first pond and the second pond of being adjacent, by being interconnected the first pond and the second pond communicating pipe; The longitudinal fluting of each module cylinder is mutually corresponding with the longitudinal fluting of same layer, adjacent module cylinder, and the space be encircled into is cement grouting hole; Cement pours into cement grouting hole, is completely surrounded in the first pond and the outside of the second pond communicating pipe, is filled up in the gap between module cylinder communicating pipe and hole.
6. the prefabrication type reinforced concrete septic tank according to claim 4 or 5, is characterized in that: between the second layer module cylinder in the second layer module cylinder in the second pond and the 3rd pond that is adjacent, by being interconnected the second pond and the 3rd pond communicating pipe; The longitudinal fluting of each module cylinder is mutually corresponding with the longitudinal fluting of same layer, adjacent module cylinder, and the space be encircled into is cement grouting hole; Cement pours into cement grouting hole, is completely surrounded in the second pond and the outside of the 3rd pond communicating pipe, is filled up in the gap between module cylinder communicating pipe and hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420605516.4U CN204237691U (en) | 2014-10-21 | 2014-10-21 | Prefabrication type reinforced concrete septic tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420605516.4U CN204237691U (en) | 2014-10-21 | 2014-10-21 | Prefabrication type reinforced concrete septic tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204237691U true CN204237691U (en) | 2015-04-01 |
Family
ID=52767208
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420605516.4U Expired - Fee Related CN204237691U (en) | 2014-10-21 | 2014-10-21 | Prefabrication type reinforced concrete septic tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204237691U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109231731A (en) * | 2018-11-22 | 2019-01-18 | 惠州市卓凡环保科技有限公司 | A kind of modular unpowered sewage disposal device |
-
2014
- 2014-10-21 CN CN201420605516.4U patent/CN204237691U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109231731A (en) * | 2018-11-22 | 2019-01-18 | 惠州市卓凡环保科技有限公司 | A kind of modular unpowered sewage disposal device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101096852B (en) | Method for anti-floating of underground building | |
| CN201254732Y (en) | Prevention and training combined water proofing system for basement | |
| CN104179156B (en) | Box-type suction foundation sluice structure and enclose low bank between fields and close up the construction method of mouth | |
| CN2856170Y (en) | Light drum compound pile with vertical drainage action | |
| CN202466631U (en) | Prefabricated reinforced concrete inspection well and die thereof | |
| CN203922957U (en) | Septic tank | |
| CN204237691U (en) | Prefabrication type reinforced concrete septic tank | |
| CN206859259U (en) | A kind of pipe gallery | |
| CN107152034A (en) | A kind of pipe gallery and its construction method | |
| CN201400679Y (en) | Prestressed steel cylinder concrete marsh gas generation tank | |
| CN204080750U (en) | Box-type suction foundation sluice structure | |
| CN207633358U (en) | A kind of prefabricated assembled pipe gallery jointing construction | |
| CN203066077U (en) | Water burst hole grouting sealing device | |
| CN204983124U (en) | Automatically cleaning of integration pump station is cheated end and is had pump station that end was cheated to this automatically cleaning | |
| CN2813746Y (en) | Assembling sewage treating tank | |
| CN201738429U (en) | Drainage inspection well | |
| CN209975580U (en) | Prefabricated assembled anticorrosive concrete inspection shaft | |
| CN203654427U (en) | Inspection well | |
| CN207267877U (en) | Organic domestic waste processing tandem tunnel methane-generating pit | |
| CN201972231U (en) | Sewage inspection well | |
| CN213296608U (en) | Reservoir overflow weir formula overflow well structure | |
| CN202672331U (en) | Prefabricated reinforced concrete circular grit well | |
| CN206052924U (en) | Buried filter pipe gully | |
| CN206395842U (en) | Sewage disposal pretreatment tank | |
| CN203429771U (en) | Manhole |
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: 20150401 Termination date: 20191021 |