CN203095806U - Multifunctional rainwater collecting, treating and recycling device - Google Patents
Multifunctional rainwater collecting, treating and recycling device Download PDFInfo
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- CN203095806U CN203095806U CN 201320050473 CN201320050473U CN203095806U CN 203095806 U CN203095806 U CN 203095806U CN 201320050473 CN201320050473 CN 201320050473 CN 201320050473 U CN201320050473 U CN 201320050473U CN 203095806 U CN203095806 U CN 203095806U
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Abstract
The utility model discloses a multifunctional rainwater collecting, treating and recycling device. The device comprises a catch basin, a pretreatment integrated tank, an artificial wet land filter system and an automatic disinfection system, wherein the catch basin comprises a first catch basin and a second catch basin, gravels are filled in the first catch basin, the first catch basin is communicated with the second catch basin through a water collecting pipe arranged on the bottom of the first catch basin, the bottom of the second catch basin is communicated with the pretreatment integrated tank through an integrated tank water inlet pipe, the upper part of the second catch basin is communicated with the artificial wet land filter system through a catch basin exceeding pipe, the pretreatment integrated tank is communicated with the artificial wet land filter system through an integrated tank water outlet pipe, and the artificial wet land filter system is communicated with the automatic disinfection system through a wet land system water outlet pipe. The device disclosed by the utility model can collect early-stage rainwater for treatment, can split later-stage rainwater for recycling, and is high in treatment efficiency, and good in quality of recycled water; the whole process is automatically controlled; and needed power equipment is few.
Description
Technical field
The utility model relates to sewage treatment area, particularly a kind of can be to early-stage rainwater collection and treatment and the multi-functional rainwater collection and treatment reclamation set of the later stage rainwater being shunted reuse.
Background technology
In the prior art, general rainwater treatment system be to water-quality ratio preferably the later stage rainwater handle and recycle, for early-stage rainwater the racing current device need be set, promptly early-stage rainwater is not carried out any processing; And existing later stage rainwater handles and needs power-equipment more, handle and maintenance cost higher.
The utility model content
At the deficiencies in the prior art, the purpose of this utility model is to provide a kind of can carry out collection and treatment and the later stage rainwater is shunted reuse early-stage rainwater, and processing and the low multi-functional rainwater collection and treatment reclamation set of maintenance cost.
The technical solution of the utility model is achieved in that
Multi-functional rainwater collection and treatment reclamation set, comprise catch-basin, integrated jar of pre-treatment, artificial swamp filtering system and automatic disinfection system, described catch-basin comprises first catch-basin and second catch-basin, fill gravel in described first catch-basin, between described first catch-basin and described second catch-basin by being arranged on the header conducting of described first catch-basin bottom, the bottom of described second catch-basin is by integrated jar of water inlet pipe and integrated jar of conducting of described pre-treatment, the top of described second catch-basin surmounts pipe and the conducting of described artificial swamp filtering system by catch-basin, by integrated jar of rising pipe conducting, described artificial swamp filtering system is by wet land system rising pipe and described automatic disinfection system conducting between integrated jar of described pre-treatment and the artificial swamp filtering system.
Above-mentioned multi-functional rainwater collection and treatment reclamation set, integrated jar of water inlet pipe is identical with the absolute altitude of integrated jar of rising pipe, and the caliber of integrated jar rising pipe is less than the caliber of integrated jar of water inlet pipe.
Above-mentioned multi-functional rainwater collection and treatment reclamation set, in the integrated jar of pre-treatment first swash plate is set, second swash plate and artificial scarfing cinder bucket, described pre-treatment is imbedded underground and close on place, the face of land on the integrated jar of described pre-treatment for integrated jar and is provided with integrated jar of scarfing cinder manhole, described artificial scarfing cinder bucket extend in the integrated jar of described pre-treatment from described integrated jar of scarfing cinder manhole, described first swash plate integrated pot bottom of the described pre-treatment of direction under the water outlet of described integrated jar water inlet pipe is obliquely installed, and described second swash plate integrated pot bottom of direction pre-treatment under the water inlet of described integrated jar of rising pipe is obliquely installed.
Above-mentioned multi-functional rainwater collection and treatment reclamation set, the integrated pot bottom of described pre-treatment is provided with the unidirectional osmosis pipe, the bottom conducting that an end of described unidirectional osmosis pipe and described pre-treatment are integrated jar, the other end is positioned at the infiltration filler.
Above-mentioned multi-functional rainwater collection and treatment reclamation set, described artificial swamp filtering system comprises one-level artificial swamp filtering system, secondary artificial swamp filtering system, three grades of artificial swamp filtering systems, level Four artificial swamp filtering system and Pyatyi artificial swamp filtering system, described one-level artificial swamp filtering system, secondary artificial swamp filtering system, three grades of artificial swamp filtering systems, the direction to described wet land system rising pipe is arranged in order described one-level artificial swamp filtering system from integrated jar of rising pipe for level Four artificial swamp filtering system and Pyatyi artificial swamp filtering system, secondary artificial swamp filtering system, the particle diameter of the filler of filling reduces successively in level Four artificial swamp filtering system and the Pyatyi artificial swamp filtering system.
Above-mentioned multi-functional rainwater collection and treatment reclamation set, the feed-water end of described artificial swamp filtering system and water side are provided with perforation cloth waterwall.
Above-mentioned multi-functional rainwater collection and treatment reclamation set is coated with green space system on described artificial swamp filtering system.
Above-mentioned multi-functional rainwater collection and treatment reclamation set, the water outlet of described automatic disinfection system and reuse pool conducting.
The beneficial effects of the utility model are:
(1) domestic present existing rainwater treatment facility mostly is traditional technology pattern, and reaching reuse standard needs further advanced treatment, the processing cost height, and power facility is many, the running maintenance complexity.The utility model adopts precipitation, filters coupling artificial swamp ecology filtration system comprehensive treating process rainwater, and whole process is reserved processing for one's own use, need not power facility, so processing cost is low.
(2) in the utility model early-stage rainwater is collected, shunted, wherein integrated jar of collection settling pit of pre-treatment and sloping plate deposition are one, both can carry out the subsequent disposal utilization, also can infiltrate underground additional underground water, reduce rainwash, underground burying underground do not take up room, but go up earthing plantation green plants, combine together with surrounding environment.
(3) traditional artificial swamp ecosystem processing efficiency is lower, the utility model improves traditional artificial swamp, adopt the Pyatyi filler to handle, adopt " coarse gravel---zeolite---functional stuffing---middle bird's-eye gravel---bird's-eye gravel " Pyatyi artificial swamp to carry out the classification ecological purification, the processing efficiency height; Have the contaminant removal efficiency height, to hold back the suspended particle ability strong, can carry out synchronous denitrification dephosphorizing, effluent quality is better, stable effluent quality, integral device floor space are little, compact construction, can coordinate combine together with physical environment on every side.And the nitrogen phosphorus in the early-stage rainwater also there is higher removal.
(4) adopt automatic disinfection system, need not power, safeguard simple.
(5) entire equipment collection respond is one, physico-chemical process combines with modified version artificial swamp ecology filtration system technology, the special wet land system design of handling at rainwater specially, can collect early-stage rainwater, ecological purification handles, to later stage rainwater shunting, purifying treatment and reuse, the processing efficiency height, integrated degree height.
Description of drawings
Fig. 1 is the one-piece construction synoptic diagram of the multi-functional rainwater collection and treatment of the utility model reclamation set;
Fig. 2 is the catch-basin structural representation of the multi-functional rainwater collection and treatment of the utility model reclamation set;
Fig. 3 is the integrated jar structure synoptic diagram of pre-treatment of the multi-functional rainwater collection and treatment of the utility model reclamation set;
Fig. 4 is the artificial swamp filtering system structural representation of the multi-functional rainwater collection and treatment of the utility model reclamation set.
Among the figure: 1-catch-basin, integrated jar of 2-pre-treatment, 3-artificial swamp filtering system, the 4-automatic disinfection system, the 5-header, the 6-catch-basin surmounts pipe, integrated jar of water inlet pipe of 7-, integrated jar of rising pipe of 8-, 9-wet land system rising pipe, 10-perforation cloth waterwall, 101-first catch-basin, 102-second catch-basin, 201-first swash plate, the artificial scarfing cinder bucket of 202-, 203-unidirectional osmosis pipe, 204-permeates filler, 205-second swash plate, integrated jar of scarfing cinder manhole of 206-, the 207-face of land, 301-one-level filler, 302-secondary filler, three grades of fillers of 303-, 304-level Four filler, 305-Pyatyi filler, the 306-green space system, 307-soil, 401-valve well, 402-automatic sterilizer.
Embodiment
In conjunction with the accompanying drawings the utility model is described further:
As depicted in figs. 1 and 2, the multi-functional rainwater collection and treatment of present embodiment reclamation set comprises catch-basin 1, integrated jar 2 of pre-treatment, artificial swamp filtering system 3 and automatic disinfection system 4, described catch-basin 1 comprises first catch-basin 101 and second catch-basin 102, fill gravel in described first catch-basin 101, between described first catch-basin 101 and described second catch-basin 102 by being arranged on header 5 conductings of described first catch-basin 101 bottoms, the bottom of described second catch-basin 102 is by integrated jar of 2 conductings of integrated jar of water inlet pipe 7 and described pre-treatment, the top of described second catch-basin 102 surmounts pipe 6 and described artificial swamp filtering system 3 conductings by catch-basin, by integrated jar of rising pipe 8 conductings, described artificial swamp filtering system 3 is by wet land system rising pipe 9 and described automatic disinfection system 4 conductings between integrated jar 2 of described pre-treatment and the artificial swamp filtering system 3.The water outlet of described automatic disinfection system 4 and reuse pool conducting.Integrated jar of water inlet pipe 7 is identical with the absolute altitude of integrated jar of rising pipe 8, and the caliber of integrated jar rising pipe 8 is less than the caliber of integrated jar of water inlet pipe 7.
As shown in Figure 3, in the integrated jar 2 of pre-treatment first swash plate 201 is set, second swash plate 205 and artificial scarfing cinder bucket 202, described pre-treatment is imbedded underground and close on place, the face of land on the integrated jar 2 of described pre-treatment for integrated jar 2 and is provided with integrated jar of scarfing cinder manhole, described artificial scarfing cinder bucket 202 extend in the integrated jar 2 of described pre-treatment from described integrated jar of scarfing cinder manhole, the integrated jar of 2 bottom angled settings of the described pre-treatment of direction under the water outlet of described integrated jar water inlet pipe 7 of described first swash plate 201, described second swash plate 205 integrated jar of 2 bottom angled settings of direction pre-treatment under the water inlet of described integrated jar of rising pipe 8.Integrated jar of 2 bottoms of described pre-treatment are provided with unidirectional osmosis pipe 203, the bottom conducting that an end of described unidirectional osmosis pipe 203 and described pre-treatment are integrated jar 2, and the other end is positioned at the infiltration filler.
As shown in Figure 4, described artificial swamp filtering system 3 comprises one-level artificial swamp filtering system, secondary artificial swamp filtering system, three grades of artificial swamp filtering systems, level Four artificial swamp filtering system and Pyatyi artificial swamp filtering system, described one-level artificial swamp filtering system, secondary artificial swamp filtering system, three grades of artificial swamp filtering systems, the direction to described wet land system rising pipe 9 is arranged in order described one-level artificial swamp filtering system from integrated jar of rising pipe 8 for level Four artificial swamp filtering system and Pyatyi artificial swamp filtering system, secondary artificial swamp filtering system, the particle diameter of the filler of filling reduces successively in level Four artificial swamp filtering system and the Pyatyi artificial swamp filtering system.The feed-water end of described artificial swamp filtering system 3 and water side are provided with perforation cloth waterwall 10.On described artificial swamp filtering system 3, be coated with green space system 306.
Principle of work of the present utility model is: hard surface roofing, road surface rainwater are collected confluxed to first catch-basin 101, lay header 5 in first catch-basin 101, and in first catch-basin 101, fill the coarse grain ecological gravel, both sides, header 5 bottom are offered the prosopyle equally spacedly, can make the rainwater in first catch-basin 101 enter header 5, but the filtration of coarse grain ecological gravel prevents that the silt of carrying secretly in the rainfall runoff from entering header 5 and causing alluvial.
Adopt integrated jar 2 of catch-basin 1 and pre-treatment that early-stage rainwater and later stage rainwater are separated, early-stage rainwater in first catch-basin 101 enters second catch-basin 102 and compiles the back through header 5 and enters the integrated jar 2 of pre-treatment by integrated jar of water inlet pipe 7, rainwater after pre-treatment is handled for integrated jar 2 flows out by integrated jar of rising pipe 8, integrated jar of water inlet pipe 7 is identical with the absolute altitude of integrated jar of rising pipe 8, the caliber difference, but integrated jar of rising pipe 8 calibers are less, make the early-stage rainwater of collecting enter follow-up cell processing after the long period (12 hours) handles in the integrated jar 2 of pre-treatment; Can cause catch-basin 1 water level to go up like this, surmount pipe early-stage rainwater collection in 6 o'clock to catch-basin and finish (exceeding) with the rainwater of collecting in the certain limit, integrated jar of 2 bottoms of pre-treatment are guided to rainwater by unidirectional osmosis pipe 203 and enter ground water regime after the infiltration filler filters, and the purpose that unidirectional osmosis pipe 203 is set is to prevent that underground water from flowing backward in the integrated jar 2 of pre-treatment;
Early-stage rainwater is after integrated jar of 2 long periods of pre-treatment handle, enter artificial swamp filtering system 3 through integrated jar of rising pipe 8 and perforation cloth waterwall 10, in artificial swamp filtering system 3, arrange Pyatyi artificial swamp " coarse gravel---zeolite---functional stuffing---middle bird's-eye gravel---bird's-eye gravel " successively, Pyatyi artificial swamp filtering system water outlet is communicated with the artificial wetland effluent well, wet land system rising pipe 9 by the artificial wetland effluent well is communicated with follow-up automatic disinfection system 4, air permeability soil is laid on the preceding level Four top of whole Pyatyi artificial swamp filtering system, plants the ecological grassplot of coordinating mutually with peripheral ecotope.Only lay filler in the Pyatyi artificial swamp filtering system, as later stage rainwater processing unit; After artificial swamp Pyatyi filler filtering system is handled, flow to follow-up automatic disinfection system 4 certainly, after sterilization, drain into reuse pool.
Later stage rainwater Artesian Drainage after catch-basin surmounts pipe 6 shuntings is to green space system 306, holding back filtration through green space system 306 handles from flowing to artificial swamp Pyatyi filler filtering system, wet land system rising pipe through the artificial wetland effluent well is communicated with follow-up automatic disinfection system 4, drains into reuse pool after sterilization.
The glass reinforced plastic tank bodies are adopted in pre-treatment of the present utility model integrated jars 2, and bury underground undergroundly, and volume is little, but the quick-assembling combination is used and safeguarded flexible; Artificial swamp filtering system of the present utility model is carried out the classification ecological purification, the processing efficiency height has the contaminant removal efficiency height, to hold back the suspended particle ability strong, can carry out synchronous denitrification dephosphorizing, the integral device floor space is little, compact construction, can coordinate combine together with physical environment on every side; The whole device gravity flow of the utility model operation, need not additionaling power, low material consumption, high-level efficiency, do not produce secondary pollution, and rainwater through materialization processing, filtration, biochemical treatment, disinfect reuse behind the supervisor, stable effluent quality, collecting polynary treatment process is one, acting in conjunction produces actively good rainwater treatment effect.
In view of samll cities and towns' water resources famine in China's major part and extremely unreasonable water resource waste and the serious phenomenon of water resource pollution phenomenon of causing of water resources utilization, adopt " multi-functional rainwater collection and treatment reclamation set " of the present utility model, by utilizing the physico-chemical process technological principle that combines with the natural, ecological facture, adopt precipitation, filter coupling artificial swamp ecology filtration system comprehensive treating process rainwater, early-stage rainwater is collected, ecological purification is handled and the part reuse, to later stage rainwater shunting, purifying treatment and reuse, effectively solving water resources lacks, effectively utilize rainwater, make Rainwater Resources, effectively reduce rainwash, the control pollution of area source; Reach that water outlet is good, the effect of process stabilizing.
The utility model mainly has following innovative point:
1 settling pit and inclined-plate clarifying basin collection are one, adopt the glass reinforced plastic tank body, and buried, volume is little, but the quick-assembling combination, and applying flexible is convenient.Can carry out artificial scarfing cinder to settling pit and settling tank behind the rain, installation and maintenance are simple and convenient.
2 products make rainwater process materialization processing, filtration, biochemical treatment, disinfect, and collecting polynary treatment process is one, common generation effect, thereby respond well, process stabilizing.This patent purpose is to be to people provide a kind of multi-functional rainwater collection and treatment and reclaiming system, and total system gravity flow operation need not additionaling power, low material consumption, high-level efficiency, does not produce secondary pollution.
3 adopt " coarse gravel---zeolite---functional stuffing---middle bird's-eye gravel---bird's-eye gravel " Pyatyi artificial swamp to carry out the classification ecological purification, the processing efficiency height, have the contaminant removal efficiency height, to hold back the suspended particle ability strong, can carry out synchronous denitrification dephosphorizing, stable effluent quality, integral device floor space are little, compact construction, can coordinate combine together with physical environment on every side.
The foregoing description only is for illustrating that clearly the utility model creates example, and is not the qualification of the utility model being created embodiment.For those of ordinary skill in the field, can also make other changes in different forms on the basis of the above description.Here need not also can't give exhaustive to all embodiments.Allly still be in the utility model in any conspicuous variation of being extended out within spirit of the present utility model and the principle or change and create among the protection domain of claim.
Claims (8)
1. multi-functional rainwater collection and treatment reclamation set, it is characterized in that, comprise catch-basin (1), integrated jar of pre-treatment (2), artificial swamp filtering system (3) and automatic disinfection system (4), described catch-basin (1) comprises first catch-basin (101) and second catch-basin (102), fill gravel in described first catch-basin (101), between described first catch-basin (101) and described second catch-basin (102) by being arranged on header (5) conducting of described first catch-basin (101) bottom, the bottom of described second catch-basin (102) is by integrated jar of (2) conducting of integrated jar of water inlet pipe (7) and described pre-treatment, the top of described second catch-basin (102) surmounts pipe (6) and described artificial swamp filtering system (3) conducting by catch-basin, by integrated jar of rising pipe (8) conducting, described artificial swamp filtering system (3) is by wet land system rising pipe (9) and described automatic disinfection system (4) conducting between integrated jar of described pre-treatment (2) and the artificial swamp filtering system (3).
2. multi-functional rainwater collection and treatment reclamation set as claimed in claim 1, it is characterized in that, integrated jar of water inlet pipe (7) is identical with the absolute altitude of integrated jar of rising pipe (8), and the caliber of integrated jar of rising pipe (8) is less than the caliber of integrated jar of water inlet pipe (7).
3. multi-functional rainwater collection and treatment reclamation set as claimed in claim 1, it is characterized in that, pre-treatment is provided with first swash plate (201) in integrated jar (2), second swash plate (205) and artificial scarfing cinder bucket (202), described pre-treatment integrated jar (2) is imbedded underground and close on place, the face of land on the integrated jar of described pre-treatment (2) and is provided with integrated jar of scarfing cinder manhole, described artificial scarfing cinder bucket (202) extend in the integrated jar of described pre-treatment (2) from described integrated jar of scarfing cinder manhole, described first swash plate (201) integrated jar of (2) bottom angled setting of the described pre-treatment of direction under the water outlet of described integrated jar water inlet pipe (7), described second swash plate (205) integrated jar of (2) bottom angled setting of direction pre-treatment under the water inlet of described integrated jar of rising pipe (8).
4. multi-functional rainwater collection and treatment reclamation set as claimed in claim 1, it is characterized in that, integrated jar of (2) bottom of described pre-treatment is provided with unidirectional osmosis pipe (203), the bottom conducting of one end of described unidirectional osmosis pipe (203) and described pre-treatment integrated jar (2), the other end are positioned at the infiltration filler.
5. multi-functional rainwater collection and treatment reclamation set as claimed in claim 1, it is characterized in that, described artificial swamp filtering system (3) comprises one-level artificial swamp filtering system, secondary artificial swamp filtering system, three grades of artificial swamp filtering systems, level Four artificial swamp filtering system and Pyatyi artificial swamp filtering system, described one-level artificial swamp filtering system, secondary artificial swamp filtering system, three grades of artificial swamp filtering systems, the direction to described wet land system rising pipe (9) is arranged in order described one-level artificial swamp filtering system from integrated jar of rising pipe (8) for level Four artificial swamp filtering system and Pyatyi artificial swamp filtering system, secondary artificial swamp filtering system, the particle diameter of the filler of filling reduces successively in level Four artificial swamp filtering system and the Pyatyi artificial swamp filtering system.
6. as the arbitrary described multi-functional rainwater collection and treatment reclamation set of claim 1-5, it is characterized in that the feed-water end of described artificial swamp filtering system (3) and water side are provided with perforation cloth waterwall (10).
7. as the arbitrary described multi-functional rainwater collection and treatment reclamation set of claim 1-5, it is characterized in that, on described artificial swamp filtering system (3), be coated with green space system (306).
8. as the arbitrary described multi-functional rainwater collection and treatment reclamation set of claim 1-5, it is characterized in that the water outlet of described automatic disinfection system (4) and reuse pool conducting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320050473 CN203095806U (en) | 2013-01-29 | 2013-01-29 | Multifunctional rainwater collecting, treating and recycling device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320050473 CN203095806U (en) | 2013-01-29 | 2013-01-29 | Multifunctional rainwater collecting, treating and recycling device |
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| CN203095806U true CN203095806U (en) | 2013-07-31 |
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| CN 201320050473 Expired - Lifetime CN203095806U (en) | 2013-01-29 | 2013-01-29 | Multifunctional rainwater collecting, treating and recycling device |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103848541A (en) * | 2014-01-26 | 2014-06-11 | 西北农林科技大学 | Method for preparing efficient agricultural water filtration system for slope land |
| CN104480994A (en) * | 2014-11-20 | 2015-04-01 | 陈磊 | Rainwater collecting and recycling system for urban green land and plaza |
| CN104529058A (en) * | 2014-12-09 | 2015-04-22 | 江苏厚水环保技术有限公司 | System and method for processing rainwater and sewage of viaducts and highways |
| CN105621816A (en) * | 2016-03-16 | 2016-06-01 | 华南理工大学 | Multi-stage city diffused pollution purifying treatment groove |
| CN106904790A (en) * | 2017-03-06 | 2017-06-30 | 武汉理工大学 | The processing unit and method of a kind of Rainwater Resources |
-
2013
- 2013-01-29 CN CN 201320050473 patent/CN203095806U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103848541A (en) * | 2014-01-26 | 2014-06-11 | 西北农林科技大学 | Method for preparing efficient agricultural water filtration system for slope land |
| CN103848541B (en) * | 2014-01-26 | 2015-10-07 | 西北农林科技大学 | The preparation method of a kind of hillside fields high-efficiency agriculture water filtering system |
| CN104480994A (en) * | 2014-11-20 | 2015-04-01 | 陈磊 | Rainwater collecting and recycling system for urban green land and plaza |
| CN104529058A (en) * | 2014-12-09 | 2015-04-22 | 江苏厚水环保技术有限公司 | System and method for processing rainwater and sewage of viaducts and highways |
| CN105621816A (en) * | 2016-03-16 | 2016-06-01 | 华南理工大学 | Multi-stage city diffused pollution purifying treatment groove |
| CN106904790A (en) * | 2017-03-06 | 2017-06-30 | 武汉理工大学 | The processing unit and method of a kind of Rainwater Resources |
| CN106904790B (en) * | 2017-03-06 | 2020-08-25 | 武汉理工大学 | Rainwater recycling treatment device and method |
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