CN206245444U - Rainwater penetration system - Google Patents
Rainwater penetration system Download PDFInfo
- Publication number
- CN206245444U CN206245444U CN201621305969.0U CN201621305969U CN206245444U CN 206245444 U CN206245444 U CN 206245444U CN 201621305969 U CN201621305969 U CN 201621305969U CN 206245444 U CN206245444 U CN 206245444U
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- Prior art keywords
- well
- penetration
- inspection well
- penetration inspection
- charge
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- 230000035515 penetration Effects 0.000 title claims abstract description 73
- 238000007689 inspection Methods 0.000 claims abstract description 57
- 238000003860 storage Methods 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 5
- 230000000087 stabilizing effect Effects 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 15
- 239000004746 geotextile Substances 0.000 claims description 14
- 239000004576 sand Substances 0.000 claims description 8
- 230000035699 permeability Effects 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000009738 saturating Methods 0.000 claims description 2
- 210000003205 muscle Anatomy 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 abstract description 4
- 230000003204 osmotic effect Effects 0.000 abstract description 4
- 238000004140 cleaning Methods 0.000 abstract description 3
- 238000005728 strengthening Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 5
- 239000012535 impurity Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000003020 moisturizing effect Effects 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000011031 large-scale manufacturing process Methods 0.000 description 1
- 230000008635 plant growth Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
Classifications
-
- 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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Landscapes
- Sewage (AREA)
Abstract
The utility model discloses a kind of rainwater penetration system, including penetration inspection well, charge for remittance well, rain pipe, cistern and storage osmosis module；Connected by rain pipe between penetration inspection well and penetration inspection well；The end of penetration inspection well is connected by rain pipe with the entrance of charge for remittance well；The outlet of charge for remittance well connects storage osmosis module by rain pipe；The bottom of charge for remittance well is arranged in cistern；The bottom of charge for remittance well is provided with apopore；Rain pipe includes inner and outer tubes；Inner chamber is provided between inner and outer tubes；Penetration inspection well head is provided with and cuts dirty basket；Cut dirty basket and be formed around filter bores；Penetration inspection shaft bottom end is fixedly installed on stabilizing base；Penetration inspection well outer wall is formed around cross reinforcing and vertical strengthening ribs；Penetration inspection well is placed in the bed course of metalling and coarse sands layer composition.The utility model is beneficial to rain penetration and cleaning debris；The pressure of rainwater earth's surface flow and municipal Storm Sewer Network is reduced, realizes that rainwater is trapped to greatest extent and rapid osmotic is to underground.
Description
Technical field
The utility model is related to sewage-treatment plant, concretely relates to a kind of rainwater penetration system.
Background technology
Rainwater penetration system refers to that the system of infiltrating naturally of natural ecosystem is destroyed, and rainwater cannot be covered to ground again
Under, will manually fall by the rainwater on rain face through treatment after, again covering to underground a kind of processing system.
For a long time, the either public infrastructure development such as housing development or road, square, underground pipe network, mostly
Hardened using armored concrete, revolutionized the original ecology of earth's surface, increased rainfall runoff, caused rainwater resource stream
Lose, urban ecological system is disorderly, geological disaster happens occasionally, and exacerbates urban waterlogging, haze and tropical island effect, once for a long time
Rain, if sewer can not in time, rainwater of successfully draining, serious urban waterlogging just occurs.
Although the need for above-mentioned rainwater accumulation system of the prior art disclosure satisfy that necessarily, it still suffers from certain lacking
Fall into：Such as, the construction inconvenience of ecological filter, ecological grass trench system, causes efficiency of construction low, and high cost, reproducibility is poor,
It is unfavorable for industrial large-scale production.
Utility model content
The technical problems to be solved in the utility model is to provide one kind beneficial to rain penetration, is convenient to clean debris；Reduce
The pressure of rainwater earth's surface flow and municipal Storm Sewer Network, realizes that rainwater is trapped to greatest extent and rapid osmotic arrives underground
Rainwater penetration system.
In order to solve the above-mentioned technical problem, the technical solution of the utility model is：A kind of rainwater penetration system, including infiltration
Inspection shaft, charge for remittance well, rain pipe, cistern and storage osmosis module；Pass through between the penetration inspection well and penetration inspection well
The rain pipe connection；The end of the penetration inspection well is connected by the rain pipe with the entrance of the charge for remittance well；It is described
The outlet of charge for remittance well connects the storage osmosis module by the rain pipe；The bottom of the charge for remittance well is arranged on the retaining
Chi Zhong；The bottom of the charge for remittance well is provided with apopore；The rain pipe includes inner and outer tubes；Between said inner tube and outer tube
It is provided with inner chamber；Support frame is provided with the inner chamber；Said inner tube is provided with inlet opening, and the outer tube is provided with apopore；The water inlet
Hole and the apopore stagger setting；The penetration inspection well top end opening, bottom end closure；The well head of the penetration inspection well sets
Have and cut dirty basket；Described section of dirty basket is formed around filter bores；The top of described section of dirty basket is provided with well lid, and the well lid is provided with stream
Water hole；Penetration inspection shaft bottom end is fixedly installed on stabilizing base；The height of the water inlet of the penetration inspection well is less than out
The height at the mouth of a river；The water inlet bottom is formed around permeability hole；The penetration inspection well outer wall is formed around cross reinforcing
And vertical strengthening ribs；The penetration inspection well is placed in the bed course of the first metalling and the first coarse sands layer composition；Described first is broken
The first geotextiles are provided between rock layers and the first coarse sands layer；First metalling and the first geotextiles are located at the water inlet
Lower edge.
Preferably, the penetration inspection well, charge for remittance well and rain pipe are formed around seepage floor；The seepage floor is by introversion
It is made up of the second metalling, geotextiles permeable formation, coarse sand bed course successively outward.
Preferably, it is described storage osmosis module be provided with from top to bottom plantation soil layer, the second coarse sands layer, the second geotextiles,
GSZ, gravel and coarse sand mixed layer and the 3rd geotextiles.
Preferably, the apopore is provided with bullet, and the top of the bullet is provided with through hole.
Preferably, the distance between the penetration inspection well and penetration inspection well are 20-30 meters；The penetration inspection well with
The distance between charge for remittance well is 20-30 meters.
Preferably, the penetration inspection well quantity is 2-5, passes sequentially through the rain pipe concatenation.
The beneficial effects of the utility model are：1st, because rain pipe of the present utility model constitutes knot using inner and outer tubes
Structure, inner tube is provided with inlet opening, and outer tube is provided with apopore；Inlet opening and apopore stagger setting；Rainwater in inner tube is by water inlet
Hole enters inner chamber, then is discharged to underground by the apopore on outer tube, and moisturizing is carried out to underground, and moisturizing effect is good, prevents underground
The appearance of hyponome, and using the design of inner chamber, prevent silt from entering storm sewer；2nd, due to the utility model penetration inspection
The delivery port position of well easily forms water higher than the position of water inlet after rainwater enters pit shaft from water inlet or well lid
Pressure, in the dirt bed that a part of rainwater penetrates into pit shaft surrounding under hydraulic pressure effect from the permeability hole of pit shaft surrounding, not only increases
The content of moisture, is conducive to the growth of plant in soil, and reduces the amount of rainfall into municipal drainage pipeline, alleviates
The pressure of municipal rain drainage pipe；Cleaning treatment is carried out in addition, cutting dirty basket and directly can be taken out from well lid, it is also possible to from well lid
Place opens and impurity cleaning is carried out to pit shaft inside, easy to use；Penetration inspection well outer wall is formed around cross reinforcing and vertical
Reinforcement, enhances the intensity of penetration inspection well, increases the service life；3rd, penetration inspection well is placed in the first metalling and first thick
In the bed course of layer of sand composition, beneficial to rain leakage, recharge of groundwater source reduces rainwater earth's surface flow with municipal Storm Sewer Network
Pressure, realizes that rainwater is trapped to greatest extent and rapid osmotic is to underground.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model rainwater penetration system；
Fig. 2 is a portions enlarged drawing of Fig. 1；
Fig. 3 is Fig. 1 b portions enlarged drawing；
Fig. 4 is the structural representation of the rain pipe 3 of the utility model rainwater penetration system；
Fig. 5 is the cross-sectional view of Fig. 4.
Specific embodiment
Specific embodiment of the present utility model is described further below in conjunction with the accompanying drawings.Herein it should be noted that
It is used to help understand the utility model for the explanation of these implementation methods, but does not constitute to restriction of the present utility model.This
Outward, as long as technical characteristic involved in the utility model disclosed below each implementation method does not constitute conflict each other
Can just be mutually combined.
As shown in figure 1, a kind of rainwater penetration system of the utility model, it includes penetration inspection well 1, charge for remittance well 2, rain pipe
3rd, cistern 4 and storage osmosis module 5；Connected by rain pipe 3 between penetration inspection well 1 and penetration inspection well 1；Penetration inspection
The end of well 1 is connected by rain pipe 3 with the entrance of charge for remittance well 2；The outlet 21 of charge for remittance well 2 connects storage and oozes by rain pipe 3
Saturating module 5；The bottom of charge for remittance well 2 is arranged in cistern 4；The bottom of charge for remittance well 2 is provided with apopore 22, the penetration inspection well
1 quantity can be multiple, design according to actual needs, and 2-5 is preferably in the utility model, pass sequentially through rain pipe 3 and concatenate；
The distance between the penetration inspection well 1 and penetration inspection well 1 are 20-30 meters；The distance between penetration inspection well 1 and charge for remittance well 2
It is 20-30 meters.
As shown in Fig. 4 to 5, rain pipe 3 includes inner tube 31 and outer tube 32；Inner chamber 33 is provided between inner tube 31 and outer tube 32；
Support frame 34 is provided with inner chamber 33；Inner tube 31 is provided with inlet opening 35, and outer tube is provided with apopore 36；Inlet opening 35 and apopore 36 are wrong
Open up and put；The top end opening of penetration inspection well 1, bottom end closure；
As shown in Fig. 2 the well head of the penetration inspection well 1 is provided with cuts dirty basket 11；For retaining larger impurity, it is to avoid impurity is blocked up
Plug pipeline；Cut dirty basket 11 and be formed around filter bores 12；The top for cutting dirty basket 11 is provided with well lid 13, and well lid 13 is provided with discharge orifice
14；The bottom of penetration inspection well 1 is fixedly installed on stabilizing base 15；The height of the water inlet 16 of penetration inspection well 1 is less than delivery port
17 height；The bottom of water inlet 16 is formed around permeability hole 18；The outer wall of penetration inspection well 1 is formed around cross reinforcing 19 and erects
To reinforcement 20；Penetration inspection well 1 is placed in the bed course of the first metalling 6 and the composition of the first coarse sands layer 7；The He of first metalling 6
The first geotextiles 8 are provided between first coarse sands layer 7；First metalling 6 and the first geotextiles 8 are located at the lower edge of water inlet 16.
For seepage of being more convenient for, the penetration inspection well 1, charge for remittance well 2 and rain pipe 3 are formed around seepage floor 9；Seepage floor
9 are made up of the second metalling 91, geotextiles permeable formation 92, coarse sand bed course 93 successively from inside to outside.
Further, storage osmosis module 5 is provided with plantation soil layer 51, second the 52, second geotechnique of coarse sands layer from top to bottom
Cloth 53, GSZ 54, gravel and the geotextiles 56 of coarse sand mixed layer 55 and the 3rd；When rainfall intensity is larger, storage infiltration knot
A certain amount of rainwater can be temporarily stored in structure, is gradually permeated the ground after rainfall terminates, further reduce rainwater earth's surface flow
With the pressure of municipal Storm Sewer Network, realize that rainwater is trapped to greatest extent and rapid osmotic is to underground.
For the ease of the draining of rain pipe 3 and avoid blocking, apopore 36 is provided with bullet 37, and the top of bullet 37 is provided with
Through hole (is not drawn into coming) in figure；By the setting of bullet 37, reduce outside silt and enter inner chamber 33, while the mud in inner chamber 33
Sand can discharge inner chamber 33.
Implementation method of the present utility model is explained in detail above in association with accompanying drawing, but the utility model is not limited to be retouched
The implementation method stated.For a person skilled in the art, it is right in the case where the utility model principle and spirit is not departed from
These implementation methods carry out various changes, modification, replacement and modification, still fall within protection domain of the present utility model.
Claims (6)
1. a kind of rainwater penetration system, including penetration inspection well (1), charge for remittance well (2), rain pipe (3), cistern (4) and storage
Osmosis module (5)；Connected by the rain pipe (3) between the penetration inspection well (1) and penetration inspection well (1)；It is described to ooze
The end of saturating inspection shaft (1) is connected by the rain pipe (3) with the entrance of the charge for remittance well (2)；Charge for remittance well (2) go out
Mouth (21) connects storage osmosis module (5) by the rain pipe (3)；The bottom of the charge for remittance well (2) is arranged on described
In cistern (4)；The bottom of the charge for remittance well (2) is provided with apopore (22), it is characterised in that：The rain pipe (3) includes
Inner tube (31) and outer tube (32)；Inner chamber (33) is provided between said inner tube (31) and outer tube (32)；It is provided with the inner chamber (33)
Support frame (34)；Said inner tube (31) is provided with inlet opening (35), and the outer tube is provided with apopore (36)；The inlet opening (35) and
The apopore (36) is staggered setting；Penetration inspection well (1) top end opening, bottom end closure；The penetration inspection well (1)
Well head is provided with and cuts dirty basket (11)；Described section of dirty basket (11) is formed around filter bores (12)；The top of described section of dirty basket (11) is set
There is well lid (13), the well lid (13) is provided with discharge orifice (14)；Penetration inspection well (1) bottom is fixedly installed on stabilizing base
(15) on；Height of the height of the water inlet (16) of the penetration inspection well (1) less than delivery port (17)；The water inlet (16)
Bottom is formed around permeability hole (18)；Penetration inspection well (1) outer wall is formed around cross reinforcing (19) and vertical reinforcement
Muscle (20)；The penetration inspection well (1) is placed in the bed course of the first metalling (6) and the first coarse sands layer (7) composition；Described first
The first geotextiles (8) are provided between metalling (6) and the first coarse sands layer (7)；First metalling (6) and the first geotextiles
(8) positioned at the lower edge of the water inlet (16).
2. rainwater penetration system according to claim 1, it is characterised in that：The penetration inspection well (1), charge for remittance well (2) and
Rain pipe (3) is formed around seepage floor (9)；The seepage floor (9) is from inside to outside successively by the second metalling (91), geotextiles
Permeable formation (92), coarse sand bed course (93) composition.
3. rainwater penetration system according to claim 1, it is characterised in that：Storage osmosis module (5) sets from top to bottom
It is equipped with plantation soil layer (51), the second coarse sands layer (52), the second geotextiles (53), GSZ (54), gravel and coarse sand mixed layer
And the 3rd geotextiles (56) (55).
4. rainwater penetration system according to claim 1, it is characterised in that：The apopore (36) is provided with bullet (37),
The top of the bullet (37) is provided with through hole.
5. rainwater penetration system according to claim 1, it is characterised in that：The penetration inspection well (1) and penetration inspection well
The distance between (1) it is 20-30 meters；The distance between the penetration inspection well (1) and charge for remittance well (2) are 20-30 meters.
6. the rainwater penetration system according to any one of claim 1 to 5, it is characterised in that：Penetration inspection well (1) number
It is 2-5 to measure, and passes sequentially through the rain pipe (3) concatenation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621305969.0U CN206245444U (en) | 2016-12-01 | 2016-12-01 | Rainwater penetration system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621305969.0U CN206245444U (en) | 2016-12-01 | 2016-12-01 | Rainwater penetration system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206245444U true CN206245444U (en) | 2017-06-13 |
Family
ID=59004630
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621305969.0U Active CN206245444U (en) | 2016-12-01 | 2016-12-01 | Rainwater penetration system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206245444U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107905263A (en) * | 2018-01-09 | 2018-04-13 | 苏交科集团股份有限公司 | A kind of inspection shaft is from discharge structure |
| CN107938807A (en) * | 2018-01-05 | 2018-04-20 | 广东中科华冉智网科技有限公司 | Ooze storage row's rainwater piping lane and construction method |
| CN108193758A (en) * | 2018-03-15 | 2018-06-22 | 郑州市市政工程总公司 | Sponge urban road receives drainage structure |
-
2016
- 2016-12-01 CN CN201621305969.0U patent/CN206245444U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938807A (en) * | 2018-01-05 | 2018-04-20 | 广东中科华冉智网科技有限公司 | Ooze storage row's rainwater piping lane and construction method |
| CN107938807B (en) * | 2018-01-05 | 2023-09-26 | 中国瑞林工程技术股份有限公司东莞分公司 | Seepage, storage and drainage rainwater pipe gallery and construction method |
| CN107905263A (en) * | 2018-01-09 | 2018-04-13 | 苏交科集团股份有限公司 | A kind of inspection shaft is from discharge structure |
| CN107905263B (en) * | 2018-01-09 | 2024-03-15 | 苏交科集团股份有限公司 | Inspection shaft is from drainage structures |
| CN108193758A (en) * | 2018-03-15 | 2018-06-22 | 郑州市市政工程总公司 | Sponge urban road receives drainage structure |
| CN108193758B (en) * | 2018-03-15 | 2024-01-09 | 郑州市市政工程总公司 | Sponge urban road storing and draining structure |
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