CN204824540U - River course purifier - Google Patents
River course purifier Download PDFInfo
- Publication number
- CN204824540U CN204824540U CN201520584695.2U CN201520584695U CN204824540U CN 204824540 U CN204824540 U CN 204824540U CN 201520584695 U CN201520584695 U CN 201520584695U CN 204824540 U CN204824540 U CN 204824540U
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- China
- Prior art keywords
- layer
- purification
- groove
- river course
- river
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Abstract
The utility model provides a river course purifier for locate on the slope of the relative both sides in river course, including being step like setting's a plurality of layers of clean system from top to bottom and locating the water distribution system on top layer clean system top, every layer of clean system include and protect the groove and locate this purification material of protecting the inslot, protect the groove for the open cell body in top, should protect the groove and be equipped with a plurality of through -holes in the position that is close to its bottom, it is bottom, intermediate level and top layer respectively to purify material from bottom to top, the bottom is greater than 5cm's permeable bed for thickness, the intermediate level is greater than 50cm's sewage purification layer for thickness, the top layer is 1 -2cm's haydite layer for thickness, the position planting that top layer and bottom correspond the through -hole has the plant, water distribution system is used for providing the river in the river course to clean system. The utility model discloses a river course purifier combines sewage treatment and view construction, has both promoted the view effect in river course, and the while purifies the sewage in river course again.
Description
Technical field
The utility model relates to a kind of refining plant, refers to a kind of river channel purification plant especially.
Background technology
At present, China is in industrialization mid-term in the development process of industrialization middle and later periods, and industrial pollution is still serious.Along with the quickening of Development of China's Urbanization, sanitary sewage also gets more and more, and measures also increasing; The large amount of sewage waste water of the discharge such as urban storm runoff and widespread pollution from the overuse of fertilizers and pesticides in rural area, the pollution of river is serious.The mode that Sewage Plant that what China was current cause carries out disposing discharge can not meet ecological environment treatment and require and society's point develop rapidly.Sewage work is costly, floor space is wide, and there is collection sewage limited in one's ability, waste water is not collected and do not produced the shortcomings such as direct economic benefit.
Utility model content
The utility model proposes a kind of river channel purification plant, solve the problem such as pollution of river in prior art.
The technical solution of the utility model is achieved in that
A kind of river channel purification plant, for being located at the slope of the relative both sides in river course, comprise some layers of purification system of upper and lower stepped setting and be located at the water distribution system on most top layer purification system top, every layer of purification system comprises protecting groove and being located at this protects purification material in groove, describedly protect the cell body that groove is open top end, this protects groove and is provided with multiple through hole in the position near its bottom, described purification material is respectively bottom from bottom to top, middle layer and top layer, described bottom is the pervious bed that thickness is greater than 5cm, described middle layer is the sewage purification layer that thickness is greater than 50cm, the haydite layer of described top layer to be thickness be 1-2cm, the position kind of described top layer and the corresponding through hole of bottom is implanted with plant, described water distribution system is used for the river provided to purification system in river course.
Preferred version is, described middle layer is be mixed with the humic soil layer of compound bio bacteria preparation or the organic soil layer through screening.
Preferred version is, described in protect groove and can be concrete cell body, glass reinforced plastic cell body, PVC cell body or brick mix structure cell body.
Preferred version is, described purification material integral thickness is not less than 60cm.
Preferred version is, described water distribution system comprises the water pipe being located at most top layer purification system top and the lift pump be connected with this water pipe, and described water pipe is extending longitudinally along top purification system, and to layer purification system being provided with multiple spout hole.
The beneficial effects of the utility model are:
River channel purification plant of the present utility model is in conjunction with sewage disposal and landscape construction, both the landscape effect in river course had been improved, again the sewage in river course is purified simultaneously, this river channel purification plant is built easily, system cloud gray model maintenance cost is low, ecological, environmental protective function is remarkable, has the Ecological Disposal pattern that environmental protection, ecology and economic benefit are integrated.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the side schematic view of the utility model river channel purification plant.
In figure:
100, river channel purification plant; 200, slope; 10, purification system; 20, water distribution system; 11, groove is protected; 12, material is purified; 110, front; 112, side; 113, through hole; 21, water pipe; 30, plant.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
As shown in Figure 1, this river channel purification plant 100 is for being located at the slope 200 of the relative both sides in river course, it comprises the some layers of purification system 10 of upper and lower stepped setting and is located at the water distribution system 20 on most top layer purification system 10 top, and the purification system 10 of the lowest layer is closed on river course and arranged.
In the present embodiment, the purification system 10 on each slope 200 is three layers, and these three layers of purification systems 10 arrange step by step in step-like from bottom to top.During concrete enforcement, the number of plies of this purification system 10 is not by the restriction of the present embodiment, and it can be three layers, also can be two-layer, also can be multilayer, suitably change according to embody rule.
The cross section of every layer of purification system 10 is right-angle triangle, and it comprises protecting groove 11 and being located at this and protects purification material 12 in groove 11.The described groove 11 that protects can be concrete cell body, glass reinforced plastic cell body, PVC cell body or brick mix structure cell body, and it comprises the front 110 that just arranges river course and is connected to the two sides 112 of these both sides, front 110, and its top is open state.This front 110 is provided with multiple through hole 113 in the position near its bottom.During concrete enforcement, this shape of protecting groove 11 is not by the restriction of the present embodiment, and it also can be ellipse or other shapes.Described purification material 12 is from bottom to top in three layers of setting, and it is respectively bottom, middle layer and top layer from bottom to top.This purification material 12 integral thickness is not less than 60cm.Described bottom is pervious bed, and its thickness is greater than 5cm.Described middle layer is the sewage purification layer that thickness is greater than 50cm, and it is be mixed with the humic soil layer of compound bio bacteria preparation or the organic soil layer through screening, for the pollutant component in purifying waste water.Described top layer is haydite layer, and its thickness is 1-2cm, is blown to four winds and prevents being exposed to the sun of the sun and cause the loss of soil moisture for preventing soil.The position kind of this top layer and the corresponding through hole 113 of bottom is implanted with plant 30, and this plant is the plant that root system enriches.
Described water distribution system 20 is for providing the river in river course to purification system 10, it comprises the water pipe 21 being located at most top layer purification system top and the lift pump be connected with this water pipe 21.This water pipe 21 is extending longitudinally along top purification system 10, and to layer purification system 10 being provided with multiple spout hole.During use, extract sewage by lift pump from river course, then flow to top purification system 10 by water pipe 21, become clean water after successively purifying via each layer purification system 10 and be back in river course.This river channel purification plant 100, in conjunction with sewage disposal and landscape construction, had both improved the landscape effect in river course, was purified by the sewage in river course again simultaneously.Meanwhile, this river channel purification plant 100 is built easily, and system cloud gray model maintenance cost is low, and ecological, environmental protective function is remarkable, has the Ecological Disposal pattern that environmental protection, ecology and economic benefit are integrated.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (5)
1. a river channel purification plant, for being located at the slope of the relative both sides in river course, it is characterized in that: comprise some layers of purification system of upper and lower stepped setting and be located at the water distribution system on most top layer purification system top, every layer of purification system comprises protecting groove and being located at this protects purification material in groove, describedly protect the cell body that groove is open top end, this protects groove and is provided with multiple through hole in the position near its bottom, described purification material is respectively bottom from bottom to top, middle layer and top layer, described bottom is the pervious bed that thickness is greater than 5cm, described middle layer is the sewage purification layer that thickness is greater than 50cm, the haydite layer of described top layer to be thickness be 1-2cm, the position kind of described top layer and the corresponding through hole of bottom is implanted with plant, described water distribution system is used for the river provided to purification system in river course.
2. river channel purification plant as claimed in claim 1, is characterized in that: described middle layer is be mixed with the humic soil layer of compound bio bacteria preparation or the organic soil layer through screening.
3. river channel purification plant as claimed in claim 1, is characterized in that: described in protect groove and can be concrete cell body, glass reinforced plastic cell body, PVC cell body or brick mix structure cell body.
4. river channel purification plant as claimed in claim 1, is characterized in that: described purification material integral thickness is not less than 60cm.
5. river channel purification plant according to any one of claims 1 to 4, it is characterized in that: described water distribution system comprises the water pipe being located at most top layer purification system top and the lift pump be connected with this water pipe, described water pipe is extending longitudinally along top purification system, and to layer purification system being provided with multiple spout hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520584695.2U CN204824540U (en) | 2015-08-05 | 2015-08-05 | River course purifier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520584695.2U CN204824540U (en) | 2015-08-05 | 2015-08-05 | River course purifier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204824540U true CN204824540U (en) | 2015-12-02 |
Family
ID=54682161
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520584695.2U Expired - Fee Related CN204824540U (en) | 2015-08-05 | 2015-08-05 | River course purifier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204824540U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107857368A (en) * | 2017-11-18 | 2018-03-30 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of Water Ecological Recovery device in hard revetment river course |
-
2015
- 2015-08-05 CN CN201520584695.2U patent/CN204824540U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107857368A (en) * | 2017-11-18 | 2018-03-30 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of Water Ecological Recovery device in hard revetment river course |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151202 Termination date: 20210805 |