CN102619275A - Variable-capacity matrix container for collecting and treating rainwater/ sewage - Google Patents
Variable-capacity matrix container for collecting and treating rainwater/ sewage Download PDFInfo
- Publication number
- CN102619275A CN102619275A CN2012100900646A CN201210090064A CN102619275A CN 102619275 A CN102619275 A CN 102619275A CN 2012100900646 A CN2012100900646 A CN 2012100900646A CN 201210090064 A CN201210090064 A CN 201210090064A CN 102619275 A CN102619275 A CN 102619275A
- Authority
- CN
- China
- Prior art keywords
- matrix container
- variable
- platform shape
- sewage
- rain
- 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.)
- Granted
Links
Images
Abstract
The invention relates to a variable-capacity matrix container for collecting and treating rainwater/ sewage. The variable-capacity matrix container comprises a water inlet pipe, a water outlet pipe and an impermeable plastic layer, wherein the impermeable plastic layer is internally provided with a plurality of table-shaped modules which are mutually in butt joint; each table-shaped module comprises a base plate which is evenly provided with a plurality of hollow table-shaped bumps; the center of a table surface of each table-shaped bump is provided with a tenon or mortise; and the table-shaped modules provided with the tenons or mortises are mutually in butt joint, so that a framework of the matrix container can be formed. The variable-capacity matrix container can be spliced into various matrixes according to the terrains, thus being suitable for use capacities of different areas. The variable-capacity matrix container is simple in structure, convenient in transportation and installation, free in capacity selection and low in manufacturing cost.
Description
?
Technical field
The present invention relates to a kind of rainwater receiving matrix container, be specifically related to a kind of matrix container that is used for the volume-variable of rain/sewage collection and treatment.
?
Background technology
China surrounding city river course and groundwater pollution are serious; Though the large-scale wastewater treatment plant construction increases year by year, sewage treating efficiency is low, has the expert to do demonstration; Actual treatment efficient can only reach 10%; Reason is to rainwater, sewage, and the sewage load of mudflow etc. designs by constant discharge rate per capita.The processing mistaken ideas have so just appearred: during rainfall, and the bunkerage of rainwater and municipal pipeline capacity and limited, rainwater is taken away pollutant with regard to the carrier that has become the delivery pollutant, pollutes peripheral river course.Therefore,, cut off pollution sources, reach the water pollution control purpose, also can make full use of rainwater simultaneously, the conserve water resource in the source to rainwater catchment system.
At present, the domestic container that is used for the rain/sewage reception is monomer structure, and capacity is little, can not satisfy the requirement that big capacity rainwater receives, and is inconvenient to regulate the capacity that needs, and also receives the neighboring buildings environmental limitations, transportation, installation, inconvenient maintenance, cost height.
The steel and concrete structure container can satisfy the capacity needs, but own wt is high to foundation requirement, and application life is short, in case the building waste that forms is very big to environmental disruption, and water seepage-proof tech requires and cost is high, is not suitable for the facility that receives as the city rainwater.
External existing beehive formula matrix container supports periphery and top-heavness in order to satisfy, and beehive formula skeleton own wt is bigger, and the volume that is occupied is bigger, inner volume is diminished, and cost is high.
?
Summary of the invention
To the problem that exists in the above-mentioned prior art, the object of the present invention is to provide a kind of matrix container that is used for the volume-variable of rain/sewage collection and treatment, it is simple in structure, easy for installation, cheap, selects volume arbitrarily, and own wt is light, and volume is big.
The technical scheme of the present invention for realizing that above-mentioned purpose adopted: a kind of matrix container that is used for the volume-variable of rain/sewage collection and treatment comprises water inlet pipe, outlet pipe and antiseepage plastic layer, the built-in platform shape module that several dock each other of said antiseepage plastic layer; Said shape module comprises substrate, evenly arranges the platform shape projection of several hollows on the said substrate, and the table top central authorities of said shape projection are provided with tenon or mortise; Constitute platform shape module that has tenon and the platform shape module that has mortise, both dock the skeleton that constitutes the matrix container each other.
As preferably: be in the skeleton bottom of matrix container and the platform shape module of top layer and dock with base plate and top board respectively.
As preferably: said substrate is provided with tenon or mortise; Said substrate back is provided with groove, and the platform shape projection inner chamber of said groove and hollow connects.
Said shape projection is truncated cone-shaped projection or square platform shape projection.
Below, said antiseepage plastic layer bottom is followed successively by sand bed, boulder bed and steel reinforced concrete ground; The sewage pretreatment pool is established in the said antiseepage plastic layer outside, establishes blow-off pipe and outer water inlet pipe in the said sewage pretreatment pool, and the arrival end of said water inlet pipe is connected the top or the bottom of sewage pretreatment pool.
Said shape module, base plate and top board all adopt PVC, resin or resin and straw particulate composite to make.
Can know that by technique scheme the platform shape module among the present invention is docked each other, constitute the skeleton of matrix container, its good integral strength, and be easy to construction.During use, the liquid of sewage pretreatment pool gets into the matrix container through water inlet pipe, the matrix container as biochemistry pool with the rain/sewage biochemical treatment after again through outlet pipe output to use equipment interface or enter in the pond for use.Blow-off pipe supplies to take out dirty equipment and takes out dirty usefulness, and outer water inlet pipe connects outside rain/sewage inlet.
Beneficial effect of the present invention:Simple in structure, easy for installation, cheap, be convenient to transportation, can select volume arbitrarily, and own wt is light, volume is big.
Description of drawings
Fig. 1 is the biochemistry pool structural representation of matrix container of the present invention as the rain/sewage collection and treatment;
Fig. 2 is biochemistry pool and the middle pool construction sketch map of matrix container of the present invention as the rain/sewage collection and treatment;
Fig. 3 docks the sectional structure sketch map each other for platform shape module;
Fig. 4 is a truncated cone-shaped module plan structure sketch map;
Fig. 5 is Fig. 4 A-A sectional drawing;
Fig. 6 is the truncated cone-shaped module perspective view of band tenon;
Fig. 7 is the truncated cone-shaped module back side perspective view of band tenon;
Fig. 8 is the truncated cone-shaped module perspective view of band mortise;
Fig. 9 is the truncated cone-shaped module back side perspective view of band mortise;
Figure 10 side of being platform shape module plan structure sketch map;
Figure 11 is Figure 10 A-A sectional drawing;
Figure 12 is the square platform shape module perspective view of band mortise;
Figure 13 is the square platform shape module back side perspective view of band mortise;
Figure 14 is the square platform shape module perspective view of band tenon;
Figure 15 is the square platform shape module back side perspective view of band tenon.
Among the figure: 1, platform shape module, 1a, substrate, 1b, platform shape projection, 1c, tenon, 2, base plate, 3, top board; 4, groove, 5, mortise, 6, water inlet pipe, 7, outlet pipe, 8, blow-off pipe, 9, outer water inlet pipe; 10, sewage pretreatment pool, 11, the matrix container, 12, fill stratum, 13, the antiseepage glued membrane, 14, sand bed, 15, boulder bed; 16, steel reinforced concrete ground, 17, biochemistry pool, 18, middle pond, 19, go out water pump, 20, the control machine room, 21, purify unit.
?
The specific embodiment
As shown in Figure 1, matrix container 11 of the present invention comprises water inlet pipe 6, outlet pipe 7 and antiseepage plastic layer 13 as the biochemistry pool structure (single pool structure) of rain/sewage collection and treatment.The antiseepage plastic layer 13 built-in platform shape modules 1 that several dock each other.Platform shape module 1 comprises substrate 1a.Substrate 1a goes up the platform shape projection 1b that evenly arranges 16 hollows, and the table top central authorities of platform shape projection 1b are provided with tenon 1c or mortise 5, constitutes the platform shape module that has the platform shape module of tenon 1c or have mortise 5, and both dock the skeleton that constitutes a layer matrix container each other.According to the needs of actual capacity, the multilayer butt joint can be arranged.Be in the skeleton bottom of matrix container and the platform shape module 1 of top layer and dock with base plate 2 and top board 3 respectively, base plate 2 also establishes tenon 1c respectively with top board 3 or mortise 5 docks with corresponding shape module 1, and is as shown in Figure 3.Platform shape module 1, base plate 2 and top board 3 can adopt PVC, resin or resin and straw particulate composite to make.Below, antiseepage plastic layer 13 bottoms is followed successively by sand bed 14, boulder bed 15 and steel reinforced concrete ground 16; Sewage pretreatment pool 10 is established in antiseepage plastic layer 13 outsides, wherein establishes blow-off pipe 8 and outer water inlet pipe 9, and the arrival end of water inlet pipe 6 is connected the top of sewage pretreatment pool 10.Rain/sewage enters sewage pretreatment pool 10 through outer water inlet pipe 9, and post precipitation carries out biochemical treatment again in the matrix container that water inlet pipe 6 flows into as biochemistry pool.Sediment in the sewage pretreatment pool 10 is extracted out through blow-off pipe 8.Rain/sewage outputs to the use equipment interface through outlet pipe 7 after biochemical treatment.
Fig. 2 is the biochemistry pool 17 and middle pond 18 structural representations (two pool structure) of matrix container as the rain/sewage collection and treatment; Sewage pretreatment pool 10 is located between biochemistry pool 17 and the middle pond 18.Establish blow-off pipe 8, outer water inlet pipe 9 and water inlet pipe 6 in the sewage pretreatment pool 10.Purifying unit 21 is connected on the water inlet pipe 6; Rain/sewage is done preliminary treatment at sewage pretreatment pool 10 and is pumped into biochemistry pool 17 biochemical treatments after water inlet pipe 6 suction purify again after unit 21 purifies; Establish bleed off pipe between biochemistry pool 17 and the middle pond 18 or gutter communicates (not drawing among the figure), pond 18 is for use in the water of biochemical treatment enters again.The outlet pipe 7 that is provided with out water pump 19 is connected with extraneous use equipment interface.Purify unit 21 and go out water pump 19 equipment such as grade and be installed in the control machine room 20.
The platform shape structure of platform shape module 1 has numerous embodiments, and existing truncated cone-shaped projection and two kinds of embodiment of Fang Tai shape projection commonly used are listed below:
Truncated cone-shaped projection embodiment
Shown in Fig. 4-9, it is the truncated cone-shaped projection that substrate 1a goes up the platform shape projection 1b that evenly arranges 16 hollows, and the table top central authorities of platform shape projection 1b are provided with tenon 1c or mortise 5, constitutes the platform shape module that has the platform shape module of tenon 1c or have mortise 5.In order to make 1 butt joint of platform shape module firmly, on substrate 1a, go back relative set tenon 1c or mortise 5; The substrate 1a back side is provided with groove 4, and groove 4 connects with the platform shape projection 1b inner chamber of hollow.
Side platform shape projection embodiment
Shown in Figure 10-15, substrate 1a goes up the platform shape projection 1b side of the being platform shape projection of evenly arranging 16 hollows, and the table top central authorities of platform shape projection 1b are provided with tenon 1c or mortise 5, constitutes the platform shape module that has the platform shape module of tenon 1c or have mortise 5.In order to make 1 butt joint of platform shape module firmly, on substrate 1a, go back relative set tenon 1c or mortise 5; The substrate 1a back side is provided with groove 4, and groove 4 connects with the platform shape projection 1b inner chamber of hollow.
The present invention adopts platform shape module as the frame supported load capacity, and the assembly unit matrix increases or reduce module according to desired volume.A plurality of modules reach the top all around with the welding of antiseepage plastic film to being connected into matrix, and forming water pocket is the matrix container.The skeleton own wt is light, and is simple in structure, easy for installation, cheap, can effectively protect ground.
Claims (6)
1. matrix container that is used for the volume-variable of rain/sewage collection and treatment; Comprise water inlet pipe (6), outlet pipe (7) and antiseepage plastic layer (13), it is characterized in that: the built-in platform shape module (1) that several dock each other of said antiseepage plastic layer (13); Said shape module (1) comprises substrate (1a); Said substrate (1a) is gone up the platform shape projection (1b) of evenly arranging several hollows; The table top central authorities of said shape projection (1b) are provided with tenon (1c) or mortise (5); Constitute the platform shape module that has the platform shape module of tenon (1c) or have mortise (5), both dock the skeleton that constitutes the matrix container each other.
2. the matrix container that is used for the volume-variable of rain/sewage collection and treatment according to claim 1 is characterized in that: be in the skeleton bottom of matrix container and the platform shape module (1) of top layer and dock with base plate (2) and top board (3) respectively.
3. the matrix container that is used for the volume-variable of rain/sewage collection and treatment according to claim 1 is characterized in that: said substrate (1a) is provided with tenon (1c) or mortise (5); Said substrate (1a) back side is provided with groove (4), and said groove (4) connects with platform shape projection (1b) inner chamber of hollow.
4. according to each described matrix container that is used for the volume-variable of rain/sewage collection and treatment of claim 1-3, it is characterized in that: said shape projection (1b) is truncated cone-shaped projection or square platform shape projection.
5. the matrix container that is used for the volume-variable of rain/sewage collection and treatment according to claim 1 is characterized in that: below, said antiseepage plastic layer (13) bottom is followed successively by sand bed (14), boulder bed (15) and steel reinforced concrete ground (16); Sewage pretreatment pool (10) is established in said antiseepage plastic layer (13) outside, establishes blow-off pipe (8) and outer water inlet pipe (9) in the said sewage pretreatment pool (10), and the arrival end of said water inlet pipe (6) is connected the top or the bottom of sewage pretreatment pool (10).
6. the matrix container that is used for the volume-variable of rain/sewage collection and treatment according to claim 1 is characterized in that: said shape module (1), base plate (2) and top board (3) adopt PVC, resin or resin and straw particulate composite to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210090064.6A CN102619275B (en) | 2012-03-30 | 2012-03-30 | Variable-capacity matrix container for collecting and treating rainwater/ sewage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210090064.6A CN102619275B (en) | 2012-03-30 | 2012-03-30 | Variable-capacity matrix container for collecting and treating rainwater/ sewage |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102619275A true CN102619275A (en) | 2012-08-01 |
| CN102619275B CN102619275B (en) | 2014-04-30 |
Family
ID=46559458
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210090064.6A Active CN102619275B (en) | 2012-03-30 | 2012-03-30 | Variable-capacity matrix container for collecting and treating rainwater/ sewage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102619275B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102839745A (en) * | 2012-09-25 | 2012-12-26 | 安徽滴滴节水科技有限公司 | Separated combined module for rainwater/sewage collecting and processing variable capacity matrix container |
| CN105084522A (en) * | 2015-08-11 | 2015-11-25 | 甄建伟 | Water storage facility for comprehensive utilization |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL6704565A (en) * | 1967-03-30 | 1967-06-26 | ||
| CN1324973A (en) * | 2000-04-28 | 2001-12-05 | 任文林 | Multifunctional building block |
| CN1944823A (en) * | 2006-10-27 | 2007-04-11 | 吴晓根 | Combined member specially for discharging and storaging water |
| CN201031436Y (en) * | 2007-06-04 | 2008-03-05 | 吴晓根 | Water storing/discharging combined component |
| CN202157407U (en) * | 2011-06-24 | 2012-03-07 | 北京仁创科技集团有限公司 | Water storage device |
-
2012
- 2012-03-30 CN CN201210090064.6A patent/CN102619275B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL6704565A (en) * | 1967-03-30 | 1967-06-26 | ||
| CN1324973A (en) * | 2000-04-28 | 2001-12-05 | 任文林 | Multifunctional building block |
| CN1944823A (en) * | 2006-10-27 | 2007-04-11 | 吴晓根 | Combined member specially for discharging and storaging water |
| CN201031436Y (en) * | 2007-06-04 | 2008-03-05 | 吴晓根 | Water storing/discharging combined component |
| CN202157407U (en) * | 2011-06-24 | 2012-03-07 | 北京仁创科技集团有限公司 | Water storage device |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102839745A (en) * | 2012-09-25 | 2012-12-26 | 安徽滴滴节水科技有限公司 | Separated combined module for rainwater/sewage collecting and processing variable capacity matrix container |
| CN105084522A (en) * | 2015-08-11 | 2015-11-25 | 甄建伟 | Water storage facility for comprehensive utilization |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102619275B (en) | 2014-04-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202767221U (en) | Spit tape combined module used for sewerage processing variable capacitance matrix container | |
| CN102619275B (en) | Variable-capacity matrix container for collecting and treating rainwater/ sewage | |
| CN102180567A (en) | Self-forming dynamic membrane biological reaction sewage treatment device | |
| CN102583764A (en) | Combined packing multistage terrace type vertical flow constructed wetland sewage treatment method | |
| CN104746631A (en) | Plastic assembling module for rainwater collection and storage | |
| CN203782867U (en) | Pressure bearing module of positive and negative butted rain sewage collection basin | |
| CN205616638U (en) | Can resist superficial biological filter | |
| CN202643497U (en) | Lap joint type adjustable capacity rain/sewage collection treatment matrix container | |
| CN103774736A (en) | Municipal drainage pipeline network rainwater flow split treatment and storage system | |
| CN203808201U (en) | Urban drainage network rainwater split-flow treatment and storage system | |
| CN210238719U (en) | Modular well body for collecting and filtering rainwater in ecological garden | |
| CN210287064U (en) | Assembled sewage treatment wetland | |
| CN210239243U (en) | Assembled resource collection corridor frame | |
| CN102619274A (en) | Lapped volume-variable rain/sewage collecting and treating matrix container | |
| CN209352731U (en) | A kind of container-type modularization sewage disposal device | |
| CN103771668B (en) | A kind of urban drainage pipe network sewage separation treatment system | |
| CN202099165U (en) | Modularization underground sewage treatment system based on cylindrical prefabricated parts | |
| CN102864836A (en) | Splice type integral module of volume-variable matrix container for collecting and treating rain/sewage | |
| CN202865985U (en) | Combination supporting module arranged inside rainwater / sewage collection processing variable capacitance matrix container | |
| CN201458922U (en) | Combined septic tank | |
| CN102839745A (en) | Separated combined module for rainwater/sewage collecting and processing variable capacity matrix container | |
| CN209740799U (en) | Built-in unpowered backflow sedimentation tank device for sludge | |
| CN203768180U (en) | Sewage diversion treatment system of urban drainage pipe network | |
| CN214218481U (en) | Domestic sewage purifying and reusing device | |
| CN214994434U (en) | Rainwater comprehensive conservation system based on sponge city |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |