CN203546876U - Novel rainwater interception, seeping and discharging integral system - Google Patents
Novel rainwater interception, seeping and discharging integral system Download PDFInfo
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- CN203546876U CN203546876U CN201320643178.9U CN201320643178U CN203546876U CN 203546876 U CN203546876 U CN 203546876U CN 201320643178 U CN201320643178 U CN 201320643178U CN 203546876 U CN203546876 U CN 203546876U
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- rainwater
- infiltration
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- seeping
- integral system
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- 238000001914 filtration Methods 0.000 claims abstract description 24
- 229920001903 high density polyethylene Polymers 0.000 claims abstract description 5
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- 239000004744 fabric Substances 0.000 claims abstract description 4
- 230000008595 infiltration Effects 0.000 claims description 58
- 238000001764 infiltration Methods 0.000 claims description 58
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 51
- 230000003204 osmotic effect Effects 0.000 claims description 30
- 101100366940 Mus musculus Stom gene Proteins 0.000 claims description 19
- 239000000463 material Substances 0.000 claims description 7
- 238000011001 backwashing Methods 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 6
- 239000010802 sludge Substances 0.000 claims description 6
- 239000004746 geotextile Substances 0.000 claims description 5
- 239000000725 suspension Substances 0.000 claims description 4
- 239000004698 Polyethylene Substances 0.000 claims description 3
- 230000008676 import Effects 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 239000011800 void material Substances 0.000 claims description 3
- 238000000746 purification Methods 0.000 abstract description 3
- 230000008901 benefit Effects 0.000 abstract description 2
- 238000007689 inspection Methods 0.000 abstract 1
- 239000000047 product Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000035515 penetration Effects 0.000 description 3
- 239000003673 groundwater Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003657 drainage water Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
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- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
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Abstract
The embodiment of the utility model discloses a novel rainwater interception, seeping and discharging integral system, which consists of a rainwater seeping opening, a seeping filtering well, a seeping well, an HDPE (high-density polyethylene) seeping pipe, a seeping pool, geotechnical cloth and a gravel layer, and is a suit series product. The utility model aims at providing the novel rainwater interception, seeping and discharging integral system, which mainly solves the technical problems to realize the purification on the rainwater in the primary stage, to realize the rainwater storage and seepage and also to realize the normal discharge of excessive rainwater by a suit rainwater utilization system, and in addition, the problem of the rainwater quantity load capable of being born by the system is solved. The novel rainwater interception, seeping and discharging integral system can replace the original rainwater pipelines, rainwater openings and rainwater inspection wells, the seeping type rainwater opening, the rainwater pipe, the rainwater well and the rainwater pool are adopted, and the rail collection, seeping and discharging can be realized. The novel rainwater interception, seeping and discharging integral system has the advantages that the traditional deep buried pipelines can be reduced, and the paving difficulty of an outdoor pipe network can be reduced.
Description
Technical field
The utility model relates to rainwater and intercepts water and ooze row field, relates in particular to a kind of Novel rainwater and intercepts water and ooze row's integral system.
Background technology
Rainwater utilization has multi-functional as the utilization of non-traditional resource: water resources crisis is alleviated in using water wisely; Rain penetration increases underground water content, improves region environment; Reduce and slow down the Water in Rainwater Drainage water yield, reduce urban rainwater big flood etc.Drop to the rainwater of ground or roofing, if directly discharge, must strengthen city rainfall runoff, increase city planting ductwork discharge pressure, the employing system being integrated of damming-permeate-store-discharge, can play to rainwater the effect of an initial stage filtration, purification, the storage of rainwater by infiltration inlet for stom water, osmos tube, infiltration well and osmotic cell, permeate a part of water yield, the rainwater that has little time infiltration enters city planting ductwork again.Both can using water wisely, alleviate municipal drainage pressure, can conserve underground water again, beautify ecological environment, be a kind of rainwater to be utilized to mode and means better.The system that does not at present also have ripe rainwater to dam-permeate-store-discharge, general means or the local penetration utilization that just rainwater is adopted discharge completely or reclaimed completely.
Utility model content
The utility model embodiment technical problem to be solved is, a kind of purification that can realize Rainwater Initial is provided, and can realize again storage and the infiltration of rainwater, the Novel rainwater of the normal discharge of unnecessary rainwater can also be intercepted water and oozes row's integral system.
Described Novel rainwater intercepts water and oozes row's integral system, comprise permeation filtration well, infiltration inlet for stom water, infiltration well and osmotic cell, described permeation filtration well one side is provided with rainwater import, opposite side is communicated with described infiltration well by osmos tube, described infiltration inlet for stom water is communicated with described infiltration well by osmos tube, described infiltration well is communicated with described osmotic cell by osmos tube, the opposite side of described osmotic cell is provided with bleed off pipe, described bleed off pipe is for being communicated with city planting ductwork, described permeation filtration well infiltration inlet for stom water, infiltration well osmotic cell and osmos tube skin are provided with permeable formation.
As the further improvement of the technical program, described permeable formation is layer of gravel, described layer of gravel void content >=25%, the geotechnological layer of cloth of the peripheral parcel of described layer of gravel.
Described geotextiles layer thickness is 1.5mm, density 300mg/m2.
Dirty device is blocked in the setting of described permeation filtration well, for filtering solids and suspension, has infiltration function simultaneously.
Described permeation filtration well, infiltration well, infiltration inlet for stom water, its borehole wall, the end, all need perforate, and opening diameter is 8-10mm, percent opening 1.5%-3%.
Described osmos tube is HDPE osmos tube, the whole perforates of osmos tube, and opening diameter is 8-10mm, percent opening is 1.5% ~ 3%.
Described infiltration inlet for stom water, infiltration well, be all PE material, described osmotic cell is PP material, has good water passing capacity and good durability, has infiltration function simultaneously.
In described osmotic cell, be also provided with sludge pump, described sludge pump is communicated with described osmotic cell (4) top.
In described osmotic cell, be also provided with backwashing pump, described backwashing pump top is connected with the back flush valves well that is arranged on described osmotic cell top.
It is 0.01-0.02 that described osmos tube lays the gradient.
Implement the utility model embodiment, there is following beneficial effect:
The utility model embodiment Novel rainwater intercepts water and to ooze row's Automation System Design principle simple, easy construction, the initial stage that can realize rainwater purifies, can realize again infiltration and the storage of rainwater, conserve underground water source and beautify ecological environment around, unnecessary rainwater normally can also be discharged, thering is the drain function of conventional draining, there is the effect of achieving many things at one stroke, be applicable to the rainwater utilization of building and community also applicable to urban planning rainwater utilization.
Accompanying drawing explanation
Fig. 1 is that the utility model embodiment Novel rainwater intercepts water and oozes row's integral system structural representation;
Fig. 2 is the utility model infiltration discharge pipe network schematic diagram.
The specific embodiment
For making the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing, the utility model is described in further detail.
The utility model embodiment Novel rainwater intercepts water and oozes row's integral system, as shown in Figure 1, comprise permeation filtration well 1, infiltration inlet for stom water 2, infiltration well 3 and osmotic cell 4, permeation filtration well 1 one sides are provided with rainwater import, can collect rain water on roof by Storm Sewer Network, opposite side is communicated with infiltration well 3 by osmos tube 7, permeation filtration well 1 is provided with and blocks dirty device, be used for filtering solids and suspension, there is infiltration function simultaneously, infiltration inlet for stom water 2 is communicated with described infiltration well by osmos tube, the rainwater on road surface and square can dam, infiltration well 3 is communicated with osmotic cell 4 by osmos tube, the opposite side of osmotic cell 4 is provided with bleed off pipe 5, bleed off pipe 5 is for being communicated with city planting ductwork, infiltration well 3, permeation filtration well 1, infiltration inlet for stom water 2 tops are provided with blocks dirty device, for stainless steel products, can play the foreign material of holding back in rainwater, the effect of suspension, reduce the indexs such as SS in rainwater, permeation filtration well 1 infiltration inlet for stom water 2, infiltration well 3 osmotic cells 4 and osmos tube skin are provided with permeable formation 6, as shown in Figure 2, permeable formation 6 is layer of gravel 10, layer of gravel is medium coarse sand, layer of gravel void content >=25%, the geotechnological layer of cloth 11 of the peripheral parcel of layer of gravel, geotextiles layer thickness is 1.5mm, density 300mg/m2, geotextiles should be selected nonweaven geotextile, mass area ratio is preferably 100 ~ 300g/m2, permeance property is greater than the maximum infiltration requirement of be coated infiltration facility, there is good soil conservation, water permeability and anti-blocking property, permeation filtration well 1, infiltration well 3, infiltration inlet for stom water 2, its borehole wall, the end, all needs perforate, opening diameter is 8-10mm, percent opening 1.5%-3%, osmos tube is HDPE osmos tube, the whole perforates of osmos tube, opening diameter is 8-10mm, percent opening is 1.5% ~ 3%, it is 0.01-0.02 that osmos tube lays the gradient, infiltration inlet for stom water 2, infiltration well 3, it is all PE material, osmotic cell 4 is PP material, there is good water passing capacity and good durability, there is infiltration function simultaneously, osmotic cell adopts module finished product, at the bottom of pond, apart from groundwater table distance, must not be less than 1.5m, infiltration well generally adopts finished product, shaft bottom must not be less than 1.5m apart from the distance of groundwater table, in osmotic cell 4, be also provided with sludge pump 8, sludge pump 8 is communicated with osmotic cell 4 tops, is also provided with backwashing pump 9 in osmotic cell 4, and backwashing pump 9 tops are connected with the back flush valves well 10 that is arranged on described osmotic cell top.
The course of work of the present utility model: drop to roofing and ground rainwater and enter in infiltration facility, rain water on roof enters in permeation filtration well by rainwater down pipe, and ground rainwater is flowed in infiltration inlet for stom water.The dirty filter that cuts carrying in the process permeation filtration wells such as the sandstone that rainwater is carried secretly in runoff process, impurity and infiltration inlet for stom water is held back, is filtered, and the rainwater after filtering is filled in layer of gravel, is ceaselessly penetrated in soil around.With rainfall, constantly carry out, amount of rainfall increases gradually, and rainwater is the infiltration of storage limit, limit in infiltration pipe network, finally in osmotic cell, permeates and stores, and when surpassing the maximum amount of rainfall load of this system, system just enters unnecessary rainwater the city planting ductwork in downstream.
The utility model is applicable to the one residential rainwater utilization system of different scales, also applicable to whole town rain, utilizes system, the product that whole system is a whole set of complete set.In concrete engineering, rain penetration amount, storage capacity, discharge value number and project scale etc. need be according to < < building and community rainwater utilization engineering legislation > > calculative determination
Above disclosed is only a kind of preferred embodiment of the utility model, certainly can not limit with this interest field of the utility model, and the equivalent variations of therefore doing according to the utility model claim, still belongs to the scope that the utility model is contained.
Claims (10)
1. a Novel rainwater intercepts water and oozes row's integral system, it is characterized in that, comprise permeation filtration well (1), infiltration inlet for stom water (2), infiltration well (3) and osmotic cell (4), described permeation filtration well (1) one side is provided with rainwater import, opposite side is communicated with described infiltration well (3) by osmos tube, described infiltration inlet for stom water (2) is communicated with described infiltration well by osmos tube, described infiltration well (3) is communicated with described osmotic cell (4) by osmos tube, the opposite side of described osmotic cell (4) is provided with bleed off pipe (5), described bleed off pipe (5) is for being communicated with city planting ductwork, described permeation filtration well (1) infiltration inlet for stom water (2), infiltration well (3) osmotic cell (4) and osmos tube skin are provided with permeable formation (6).
2. Novel rainwater according to claim 1 intercepts water and oozes row's integral system, it is characterized in that, described permeable formation (6) is layer of gravel, described layer of gravel void content >=25%, the geotechnological layer of cloth of the peripheral parcel of described layer of gravel.
3. Novel rainwater according to claim 2 intercepts water and oozes row's integral system, it is characterized in that, described geotextiles layer thickness is 1.5mm, density 300mg/m2.
4. Novel rainwater according to claim 1 intercepts water and oozes row's integral system, it is characterized in that, described permeation filtration well (1) setting is blocked dirty device, for filtering solids and suspension, has infiltration function simultaneously.
5. Novel rainwater according to claim 1 intercepts water and oozes row's integral system, it is characterized in that, described permeation filtration well (1), infiltration well (3), infiltration inlet for stom water (2), its borehole wall, the end, all need perforate, opening diameter is 8-10mm, percent opening 1.5%-3%.
6. Novel rainwater according to claim 1 intercepts water and oozes row's integral system, it is characterized in that, described osmos tube is HDPE osmos tube, the whole perforates of osmos tube, and opening diameter is 8-10mm, percent opening is 1.5% ~ 3%.
7. Novel rainwater according to claim 1 intercepts water and oozes row's integral system, it is characterized in that, described infiltration inlet for stom water (2), infiltration well (3), be all PE material, described osmotic cell (4) is PP material, there is good water passing capacity and good durability, there is infiltration function simultaneously.
8. Novel rainwater according to claim 1 intercepts water and oozes row's integral system, it is characterized in that, described osmotic cell is also provided with sludge pump in (4), and described sludge pump is communicated with described osmotic cell (4) top.
9. Novel rainwater according to claim 1 intercepts water and oozes row's integral system, it is characterized in that, described osmotic cell is also provided with backwashing pump in (4), and described backwashing pump top is connected with the back flush valves well that is arranged on described osmotic cell top.
10. according to the Novel rainwater described in claim 1 or 6, intercept water and ooze row's integral system, it is characterized in that, it is 0.01-0.02 that described osmos tube lays the gradient.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320643178.9U CN203546876U (en) | 2013-10-17 | 2013-10-17 | Novel rainwater interception, seeping and discharging integral system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320643178.9U CN203546876U (en) | 2013-10-17 | 2013-10-17 | Novel rainwater interception, seeping and discharging integral system |
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| CN203546876U true CN203546876U (en) | 2014-04-16 |
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| CN201320643178.9U Expired - Fee Related CN203546876U (en) | 2013-10-17 | 2013-10-17 | Novel rainwater interception, seeping and discharging integral system |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674933A (en) * | 2015-01-30 | 2015-06-03 | 北京仁创科技集团有限公司 | Rainwater comprehensive utilization system |
| CN106759768A (en) * | 2016-12-19 | 2017-05-31 | 中冶南方工程技术有限公司 | Roadway rainwater collection system and collection method |
| CN106836442A (en) * | 2017-03-30 | 2017-06-13 | 北京建筑大学 | Road runoff discarding system and road runoff filtration system |
| CN107447807A (en) * | 2017-08-02 | 2017-12-08 | 夏峰 | A kind of subsurface stormwater collection system and its construction method |
-
2013
- 2013-10-17 CN CN201320643178.9U patent/CN203546876U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674933A (en) * | 2015-01-30 | 2015-06-03 | 北京仁创科技集团有限公司 | Rainwater comprehensive utilization system |
| CN104674933B (en) * | 2015-01-30 | 2018-01-16 | 仁创生态环保科技股份有限公司 | A kind of rainwater comprehensive utilization system |
| CN106759768A (en) * | 2016-12-19 | 2017-05-31 | 中冶南方工程技术有限公司 | Roadway rainwater collection system and collection method |
| CN106836442A (en) * | 2017-03-30 | 2017-06-13 | 北京建筑大学 | Road runoff discarding system and road runoff filtration system |
| CN106836442B (en) * | 2017-03-30 | 2020-12-18 | 北京建筑大学 | Road runoff discarding and infiltration system |
| CN107447807A (en) * | 2017-08-02 | 2017-12-08 | 夏峰 | A kind of subsurface stormwater collection system and its construction method |
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| 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: 20140416 |