CN201943173U - Sinking groove type permeable gutter inlet facility system - Google Patents
Sinking groove type permeable gutter inlet facility system Download PDFInfo
- Publication number
- CN201943173U CN201943173U CN2011200486736U CN201120048673U CN201943173U CN 201943173 U CN201943173 U CN 201943173U CN 2011200486736 U CN2011200486736 U CN 2011200486736U CN 201120048673 U CN201120048673 U CN 201120048673U CN 201943173 U CN201943173 U CN 201943173U
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- permeable
- deep gouge
- inlet
- stom water
- sinking groove
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
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Abstract
The utility model discloses a sinking groove type permeable gutter inlet facility system which is applied to the field of city rain utilization. The system comprises sinking groove type permeable gutter inlets and permeable blind pipes, wherein the bottom of each sinking groove type permeable gutter inlet is provided with a mud sinking groove; four circumambient walls in the middle of the sinking groove type permeable gutter inlet are perforated and wrapped by permeable geotextile, and a gravel layer is filled around the permeable geotextile; the upper part of the sinking groove type permeable gutter inlet is provided with a flooding pipe which is connected with a main city drainage pipe; the sinking groove type permeable gutter inlets are connected with each other by the permeable blind pipes, the periphery of the permeable blind pipes is perforated and is wrapped by the permeable geotextile, and the gravel layer is filled around the permeable blind pipes; and the permeable blind pipes are embedded in parallel near a kerb. The system is combined with a common drainage system, is simple and easy to operate and is flexible and reliable. The facility system brings the effect on killing two birds with one stone through reducing rain ground runoff and storing and utilizing residual rain.
Description
Technical field
The utility model relates to the Application of Urban Rain Water field, relates in particular to rainwater indirect utilization facility system.
Background technology
Rainwater utilization is divided into rainwater usually and directly utilizes and the rainwater indirect utilization.The direct utilization of rainwater is meant the construction rain water collecting system, and the rainwater on certain catchment area is collected by gathering system, is stored in the rainwater collecting pit, is used for purposes such as greening, carwash after treatment.The rainwater indirect utilization is that rainwater is permeated the ground by all means, replenishes underground water, improves the ecological environment.
Because the urbanization development causes the impermeable surface area to increase, peak flood flow also increases thereupon, admit the flood control of water body to have higher requirement to city river and downstream, therefore to take the rain penetration measure, can reduce rainfall runoff amount and flood in the city, replenish underground water, increase the water content of thin solum, regulate the climate, improve Urban Water Environment and ecological environment.
China's rain penetration process application does not especially still have effective measure to waterproof ground rainwater infiltration still in the starting stage at present.Usually the rainwater on China's urban road is collected the back by inlet for stom water and is used the line transportation rainwater inspection well, enters river, downstream, canal by the rainwater main then.Its conventional way is: inlet for stom water tube connector rainwater inspection well rainwater main river, canal.This way in today that urbanization develops rapidly, increases the cross dimensions of rain-water drainage facility, and engineering cost increases.Because the rainfall runoff amount increases, cause flood simultaneously, be unfavorable for ecological environment.
In recent years, the urban rainwater infiltration technology of home and abroad develops, and a lot of rain penetration technology are utilized, as infiltration ditch, infiltration well, infiltration blind pipe etc.These technology in use find also to exist drawback, as the blockage problem of permeable hole, the heavy mud problem of infiltration well etc., are effectively solved as yet.
Summary of the invention
Shortcoming and deficiency that the utility model exists for solving present drainage system against rain provide a cover deep gouge formula permeable inlet for stom water facility system.
Technical solution of the present utility model is achieved in that this system comprises permeable inlet for stom water of deep gouge formula and Permeable blind pipe.The permeable inlet for stom water of deep gouge formula mainly is in its bottom heavy mud groove to be set, and silt sinks to the mud bottom land in the water, and remove dry season.Wall perforation around the permeable inlet for stom water of the deep gouge formula middle part, and wrap up permeable geotextiles, periphery is filled the gravel loaded filter; Rainwater is permeated the ground.The permeable inlet for stom water of deep gouge formula top is provided with bleed off pipe unnecessary rainwater is introduced the urban sewerage and drainage main or introduced the rainwater retention system.Connect with Permeable blind pipe between the permeable inlet for stom water of each deep gouge formula, the perforation of Permeable blind pipe periphery, with permeable geotextiles parcel, periphery is filled the gravel loaded filter, increases the infiltration area with this.
Heavy mud groove is set is used for depositing rainwater silt.
In the middle part perforation of the permeable inlet for stom water well of deep gouge formula is to stop up hole in order to reduce silt.
The permeable inlet for stom water of deep gouge formula import department adopts encrypts cast iron grizzly bar well grate, in order to the interception foreign material.
Connect with Permeable blind pipe between the permeable inlet for stom water of deep gouge formula, outsourcing gravel loaded filter is in order to increase the infiltration area, to increase the rainwater time of staying.Rainwater is distributed in road to permeate the ground along the line gradually.
Permeable blind pipe is buried underground near kerb is parallel, can avoid motorway, is convenient to maintenance management.And can reduce the ring stiffness of tubing, reduce engineering cost.
Bleed off pipe is every the well setting, surplus water entered the urban sewerage and drainage main or water is introduced the rainwater retention system be used to water greenery patches, carwash, landscape water or municipal miscellaneous water etc.Reach throttling and reduced discharging the purpose of improving the ecological environment.
The beneficial effects of the utility model are: combine with conventional drainage system, and simple, flexibility and reliability.Both can reduce rainwater surface runoff amount, and unnecessary rainwater can have been stored again and utilize, kill two birds with one stone.
Description of drawings
Below in conjunction with accompanying drawing and concrete embodiment the utility model is further described.
Accompanying drawing 1 is that the section of the utility model system is arranged schematic diagram.
Accompanying drawing 2 is the permeable inlet for stom water organigrams of deep gouge formula.
Among the figure, 1, rainwater inspection well, 2, the urban sewerage and drainage main, 3, bleed off pipe, 4, the permeable inlet for stom water of deep gouge formula, 5, Permeable blind pipe, 6, kerb, 7, road surface structare layer, 8, road axis, 9, encrypt cast iron grizzly bar well grate, 10, the gravel loaded filter, 11, permeable geotextiles
The specific embodiment
Specify the utility model below in conjunction with embodiment.
As shown in drawings, system comprises permeable inlet for stom water 4 of deep gouge formula and Permeable blind pipe 5 in the present embodiment, and the permeable inlet for stom water of deep gouge formula 4 bottoms are provided with heavy mud groove.Wall perforation around the permeable inlet for stom water of deep gouge formula 4 middle parts, and wrap up permeable geotextiles 11, periphery is filled gravel loaded filter 10, and rainwater is permeated the ground.The permeable inlet for stom water of deep gouge formula 4 tops are provided with bleed off pipe 3 unnecessary rainwater are introduced urban sewerage and drainage main 2.Connect with Permeable blind pipe 5 between the permeable inlet for stom water 4 of each deep gouge formula, Permeable blind pipe 5 periphery perforation, with permeable geotextiles 11 parcels, periphery is filled gravel loaded filter 10, increases the infiltration area with this.
Permeable blind pipe 5 is near kerb 6 parallel burying underground.
Permeable inlet for stom water 4 spacings of deep gouge formula are 20m, planar dimension 680mm * 320mm, and the degree of depth is about 1500mm, adopts reinforced concrete prefabricated.Cast iron grizzly bar well grate 9 adopt to be encrypted by the permeable inlet for stom water of deep gouge formula 4 import departments, changes the grizzly bar gap of national standard well grate into 14mm by 28mm, and its effect is the interception foreign material.The permeable inlet for stom water of deep gouge formula 4 pit shaft bottoms are provided with the high heavy mud groove of 400mm, act as precipitation silt, are convenient to remove.From more than the permeable inlet for stom water 4 shaft bottom 400mm of deep gouge formula to being punch position below the well head 700mm, porosity reaches about 25% of surface area, periphery adds permeable geotextiles 11 and gravel parcel, gravel loaded filter 10 thickness 400mm.Permeable blind pipe 5 adopts DN200 high density polyethylene perforated pipe, and porosity reaches about 25%, and periphery adds permeable geotextiles 11 and layer of gravel parcel, gravel loaded filter 10 thickness 400mm.Rainwater in permeable inlet for stom water 4 of deep gouge formula and the Permeable blind pipe 5 passes through gravel loaded filter 10 to soil horizon infiltration all around.Bleed off pipe 3 is located under the road surface structare layer 7, and is higher than Permeable blind pipe 5.The rainwater that surpasses penetrating power is introduced urban sewerage and drainage mains 2 by bleed off pipe 3 and is entered downstream river course or part and introduce rainwater and store facility, carries out rainwater utilization.
Suitable condition of the present utility model is: require soil that certain permeability is arranged, require underground water peak level or underground impermeable rock stratum to be lower than about impermeable surface 1.0m, road gradient is not more than 6%, apart from the building basis at least more than the 3m.
The utility model is not limited to the foregoing description, and protection domain of the present utility model is all classified in any equivalent concepts or change in the technical scope that the utility model discloses as.
Claims (2)
1. permeable inlet for stom water facility system of deep gouge formula is characterized in that: comprise permeable inlet for stom water of deep gouge formula (4) and Permeable blind pipe (5), the permeable inlet for stom water of deep gouge formula (4) bottom is provided with heavy mud groove; Wall perforation around the permeable inlet for stom water of deep gouge formula (4) middle part, and wrap up permeable geotextiles (11), periphery is filled gravel loaded filter (10); The permeable inlet for stom water of deep gouge formula (4) top is provided with bleed off pipe (3) and is connected to urban sewerage and drainage main (2); Connect with Permeable blind pipe (5) between the permeable inlet for stom water of each deep gouge formula (4), the perforation of Permeable blind pipe (5) periphery, with permeable geotextiles (11) parcel, periphery is filled gravel loaded filter (10); Permeable blind pipe (5) is near parallel the burying underground of kerb (6).
2. the permeable inlet for stom water facility system of a kind of deep gouge formula as claimed in claim 1, it is characterized in that: the permeable inlet for stom water of deep gouge formula (4) spacing is 20m, the permeable inlet for stom water of deep gouge formula (4) import department adopts encrypts cast iron grizzly bar well grate (9), and the permeable inlet for stom water of deep gouge formula (4) pit shaft bottom is provided with the high heavy mud groove of 400mm; From more than the permeable inlet for stom water of deep gouge formula (4) the shaft bottom 400mm to being punch position below the well head 700mm, porosity is 25% of a surface area, periphery adds permeable geotextiles (11) and gravel parcel, gravel loaded filter (10) thickness 400mm; The porosity of Permeable blind pipe (5) perforation is 25%, and periphery adds permeable geotextiles (11) and gravel parcel, gravel loaded filter (10) thickness 400mm; Bleed off pipe (3) is located under the road surface structare layer (7), and is higher than Permeable blind pipe (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200486736U CN201943173U (en) | 2011-02-25 | 2011-02-25 | Sinking groove type permeable gutter inlet facility system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200486736U CN201943173U (en) | 2011-02-25 | 2011-02-25 | Sinking groove type permeable gutter inlet facility system |
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| Publication Number | Publication Date |
|---|---|
| CN201943173U true CN201943173U (en) | 2011-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200486736U Expired - Lifetime CN201943173U (en) | 2011-02-25 | 2011-02-25 | Sinking groove type permeable gutter inlet facility system |
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| CN (1) | CN201943173U (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103088903A (en) * | 2012-12-27 | 2013-05-08 | 陈绍文 | Novel sand sediment well |
| CN103088871A (en) * | 2013-01-28 | 2013-05-08 | 朱加林 | Large gymnasium shock-resistance intelligent control-type rainwater utilization system |
| CN104947778A (en) * | 2015-05-08 | 2015-09-30 | 广州市城市规划勘测设计研究院 | Municipal road drainage system and drainage method |
| CN105002973A (en) * | 2015-07-06 | 2015-10-28 | 安徽理工大学 | Urban rainwater pipeline system capable of effectively supplementing underground water |
| CN105386509A (en) * | 2015-12-15 | 2016-03-09 | 嘉兴市规划设计研究院有限公司 | Integrated finished gully integrating functions of rainwater infiltrating, detaining, storing, purifying and discharging |
| CN105484340A (en) * | 2016-01-18 | 2016-04-13 | 济南黄河路桥工程公司 | Rainstorm overflow well with rainwater seepage function |
| CN105735461A (en) * | 2016-04-14 | 2016-07-06 | 日照市东兴城市配套设备有限公司 | Well and water collection well |
| CN107460938A (en) * | 2016-06-02 | 2017-12-12 | 浙江省城乡规划设计研究院 | A kind of osmosis type roads rain inlet with secondary heavy mud function |
| CN107858942A (en) * | 2017-10-13 | 2018-03-30 | 仵社教 | A kind of urban rainwater storage and exhaust system |
| CN108396613A (en) * | 2018-03-30 | 2018-08-14 | 嘉兴市规划设计研究院有限公司 | Discharge structure and porous pavement drainage system |
| CN108517732A (en) * | 2018-05-17 | 2018-09-11 | 中国建筑设计院有限公司 | A kind of novel rainwater oozes row's integral system |
| CN111206645A (en) * | 2019-10-28 | 2020-05-29 | 浙江一体环保科技有限公司 | Rainwater collection and fire fighting system |
-
2011
- 2011-02-25 CN CN2011200486736U patent/CN201943173U/en not_active Expired - Lifetime
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103088903A (en) * | 2012-12-27 | 2013-05-08 | 陈绍文 | Novel sand sediment well |
| CN103088871A (en) * | 2013-01-28 | 2013-05-08 | 朱加林 | Large gymnasium shock-resistance intelligent control-type rainwater utilization system |
| CN104947778A (en) * | 2015-05-08 | 2015-09-30 | 广州市城市规划勘测设计研究院 | Municipal road drainage system and drainage method |
| CN105002973A (en) * | 2015-07-06 | 2015-10-28 | 安徽理工大学 | Urban rainwater pipeline system capable of effectively supplementing underground water |
| CN105386509A (en) * | 2015-12-15 | 2016-03-09 | 嘉兴市规划设计研究院有限公司 | Integrated finished gully integrating functions of rainwater infiltrating, detaining, storing, purifying and discharging |
| CN105484340A (en) * | 2016-01-18 | 2016-04-13 | 济南黄河路桥工程公司 | Rainstorm overflow well with rainwater seepage function |
| CN105735461A (en) * | 2016-04-14 | 2016-07-06 | 日照市东兴城市配套设备有限公司 | Well and water collection well |
| CN107460938A (en) * | 2016-06-02 | 2017-12-12 | 浙江省城乡规划设计研究院 | A kind of osmosis type roads rain inlet with secondary heavy mud function |
| CN107858942A (en) * | 2017-10-13 | 2018-03-30 | 仵社教 | A kind of urban rainwater storage and exhaust system |
| CN108396613A (en) * | 2018-03-30 | 2018-08-14 | 嘉兴市规划设计研究院有限公司 | Discharge structure and porous pavement drainage system |
| CN108517732A (en) * | 2018-05-17 | 2018-09-11 | 中国建筑设计院有限公司 | A kind of novel rainwater oozes row's integral system |
| CN111206645A (en) * | 2019-10-28 | 2020-05-29 | 浙江一体环保科技有限公司 | Rainwater collection and fire fighting system |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110824 |
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| CX01 | Expiry of patent term |