CN207130779U - A kind of permeable well of precast concrete water storage - Google Patents
A kind of permeable well of precast concrete water storage Download PDFInfo
- Publication number
- CN207130779U CN207130779U CN201721009506.4U CN201721009506U CN207130779U CN 207130779 U CN207130779 U CN 207130779U CN 201721009506 U CN201721009506 U CN 201721009506U CN 207130779 U CN207130779 U CN 207130779U
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- Prior art keywords
- precast concrete
- permeable
- concrete water
- water storage
- soakaway trench
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Abstract
The utility model discloses a kind of low permeable well of precast concrete water storage of cost, and it includes collecting filter, storage device, infiltration covering device and overflow discharge pond；The collection filter includes water-filtering ditch and pervious concrete cover plate；The storage device includes covering the precast concrete water-permeable pipe being sequentially connected by pipeline more；The precast concrete water-permeable pipe includes body, the reinforced concrete cover plate of closed tube upper end, and the porous disc of closed tube lower end；The upper and lower ends of the body are set respectively to install the ring seat；Infiltration covering device includes the more soakaway trench being sequentially connected, and open height is discharged close to the upper end of precast concrete water-permeable pipe in the overflow discharge pond；The soakaway trench of wherein one most avris is connected with overflow discharge pond, the precast concrete water-permeable pipe connection adjacent with the side of the soakaway trench of another most avris；Wherein a set of precast concrete water-permeable pipe is connected by pipeline with water-filtering ditch.
Description
Technical field
Urban engineering project technical field is the utility model is related to, it is permeable more particularly, to a kind of precast concrete water storage
Well.
Background technology
The General Office of the State Council prints and distributes in October, 2015《On promoting the instruction of sponge urban construction》Clearly, sea is passed through
Continuous urban construction, influence of the city development construction to ecological environment is reduced to greatest extent, by 70% rainfall on-site elimination and profit
With.To the year two thousand twenty, the area of completed region of the city more than 20% reaches target call；To the year two thousand thirty, completed region of the city more than 80%
Area reaches target call.Sponge city refers to that city can adapt to environmental change and reply natural calamity as sponge
Etc. have good " elasticity ", water suction when rainy, water storage, infiltration, water purification, it is necessary to when the water stored is discharged and is subject to profit
With.Sponge urban construction should follow the principles such as Ecology Precedence, and natural way is combined with artificial measures, is ensuring municipal drainage
On the premise of safety of preventing waterlogging, accumulation, infiltration and purification of the rainwater in urban area are realized to greatest extent, promotes rainwater resource
Using and ecological environmental protection.Under sponge Urban Development Policy trend, there is storage, infiltration covering, overflow discharge to be integrated
The permeable well of water storage of function turns into new developing direction, can be widely applied to the construction in sponge city and the transformation of urban waterlogging.
Utility model content
The purpose of this utility model is intended to overcome the shortcomings of the prior art, there is provided one kind has storage, permeated back
Mend, the permeable well of precast concrete water storage that overflow discharge function and cost are low.
In order to solve the above-mentioned technical problem, the utility model is achieved through the following technical solutions：
A kind of permeable well of precast concrete water storage, including collect filter, storage device, infiltration covering device and
Overflow discharge pond；The filter of collecting includes being arranged at the water-filtering ditch at pavement edge, and closes the permeable of water-filtering ditch
Concrete cover；The storage device includes covering the precast concrete water-permeable pipe being sequentially connected by pipeline more；Positioned at two avris
Precast concrete water-permeable pipe upper end it is concordant with road surface；The precast concrete water-permeable pipe is included by the multistage pipeline section successively company of setting-in
Connect the body of composition, the reinforced concrete cover plate of closed tube upper end, and the porous disc of closed tube lower end；The body
Upper and lower ends respectively set installation reinforced concrete cover plate and porous disc to install the ring seat；The infiltration covering device includes more
The soakaway trench for being arranged at intervals and being sequentially connected by pipeline, the discharge open height in the overflow discharge pond are saturating close to precast concrete
The upper end of water pipe；The soakaway trench of wherein one most avris is connected with overflow discharge pond, the soakaway trench of another most avris and the side
Adjacent precast concrete water-permeable pipe connection；Wherein a set of precast concrete water-permeable pipe is connected by pipeline with water-filtering ditch.
Preferably, the section of the body is circle.
Preferably, the junction of each precast concrete water-permeable pipe is located at its underpart.
Preferably, the junction of each soakaway trench is located therein.
Preferably, the upper end of each soakaway trench is concordant with road surface.
Compared with prior art, the utility model has the following advantages that：
（1）The utility model can reach permeable, water storage effect in whole place, coordinate feedwater, draining so as to reach
It is required that.
（2）Precast concrete water-permeable pipe of the present utility model is that single-unit is prefabricated, is carried out by producer or unit in charge of construction prefabricated.It is long
Degree can be adjusted flexibly, and meet that different engineerings are actually needed to each side such as permeable, water storage well installation and transportation.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of precast concrete water-permeable pipe in Fig. 1.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is paid
The every other embodiment obtained, belong to the scope of the utility model protection.
The permeable well of precast concrete water storage shown in Fig. 1-2, including collect filter, storage device, infiltration covering device,
And overflow discharge pond 1；The filter of collecting includes being arranged at the water-filtering ditch 2 at pavement edge, and closing water-filtering ditch 2
Pervious concrete cover plate 3；The storage device includes covering the precast concrete water-permeable pipe 4 being sequentially connected by pipeline more；Position
It is concordant with road surface in the upper end of precast concrete water-permeable pipe 4 of two avris；The precast concrete water-permeable pipe 4 is included by multistage pipeline section
It is embedded in the body 5 connected and composed successively, the reinforced concrete cover plate 6 of the upper end of closed tube 5, and the lower end of closed tube 5 are saturating
Water plate 7；The upper and lower ends of the body 5 set installation reinforced concrete cover plate 6 and porous disc 7 to install the ring seat 8 respectively；It is described
Infiltration covering device includes the more soakaway trench 9 for being arranged at intervals and being sequentially connected by pipeline, the discharge in the overflow discharge pond 1
Open height is close to the upper end of precast concrete water-permeable pipe 4；The soakaway trench 9 of wherein one most avris is connected with overflow discharge pond 1, separately
The precast concrete water-permeable pipe 4 that the soakaway trench 9 of a piece most avris is adjacent with the side connects；Wherein a set of precast concrete water-permeable pipe
4 are connected by pipeline with water-filtering ditch 2.
The section of the body 5 is circle.
The junction of each precast concrete water-permeable pipe 4 is located at its underpart.
The junction of each soakaway trench 9 is located therein.
The upper end of each soakaway trench 9 is concordant with road surface.
The utility model can reach permeable, water storage effect in whole place, so as to reach coordinate feedwater, draining will
Ask.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Within the spirit and principle of utility model, any modification, equivalent substitution and improvements made etc., the utility model should be included in
Protection domain within.
Claims (9)
1. a kind of permeable well of precast concrete water storage, including collect filter, storage device, infiltration covering device, Yi Jiyi
Stream discharge pond；The filter of collecting includes being arranged at the water-filtering ditch at pavement edge, and the permeable of closing water-filtering ditch mixes
Solidifying earth mulch plate；It is characterized in that：The storage device includes covering the precast concrete water-permeable pipe being sequentially connected by pipeline more；Position
It is concordant with road surface in the precast concrete water-permeable pipe upper end of two avris；The precast concrete water-permeable pipe include by multistage pipeline section according to
It is secondary to be embedded in the body connected and composed, the reinforced concrete cover plate of closed tube upper end, and the porous disc of closed tube lower end；Institute
The upper and lower ends for stating body respectively set installation reinforced concrete cover plate and porous disc to install the ring seat；The infiltration covering device
It is arranged at intervals including more and the soakaway trench that is sequentially connected by pipeline, the discharge open height in the overflow discharge pond is close to prefabricated
The upper end of concrete permeable pipe；The soakaway trench of wherein one most avris is connected with overflow discharge pond, the infiltration of another most avris
The pipe precast concrete water-permeable pipe connection adjacent with the side；Wherein a set of precast concrete water-permeable pipe is connected by pipeline and water-filtering ditch
Connect.
2. the permeable well of precast concrete water storage according to claim 1, it is characterised in that：The section of the body is circle.
3. the permeable well of precast concrete water storage according to claim 1 or claim 2, it is characterised in that：Each precast concrete is saturating
The junction of water pipe is located at its underpart.
4. the permeable well of precast concrete water storage according to claim 1 or claim 2, it is characterised in that：The connection of each soakaway trench
Place is located therein.
5. the permeable well of precast concrete water storage according to claim 3, it is characterised in that：The junction position of each soakaway trench
In its middle part.
6. the permeable well of precast concrete water storage according to claim 1 or claim 2, it is characterised in that：The upper end of each soakaway trench
It is concordant with road surface.
7. the permeable well of precast concrete water storage according to claim 3, it is characterised in that：The upper end and road of each soakaway trench
Face is concordant.
8. the permeable well of precast concrete water storage according to claim 4, it is characterised in that：The upper end and road of each soakaway trench
Face is concordant.
9. the permeable well of precast concrete water storage according to claim 5, it is characterised in that：The upper end and road of each soakaway trench
Face is concordant.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721009506.4U CN207130779U (en) | 2017-08-14 | 2017-08-14 | A kind of permeable well of precast concrete water storage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721009506.4U CN207130779U (en) | 2017-08-14 | 2017-08-14 | A kind of permeable well of precast concrete water storage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207130779U true CN207130779U (en) | 2018-03-23 |
Family
ID=61634740
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721009506.4U Active CN207130779U (en) | 2017-08-14 | 2017-08-14 | A kind of permeable well of precast concrete water storage |
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| Country | Link |
|---|---|
| CN (1) | CN207130779U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316401A (en) * | 2018-04-25 | 2018-07-24 | 徐州工业职业技术学院 | Prefabricated reinforced concrete assembled is combined to ooze rain-water pit certainly |
-
2017
- 2017-08-14 CN CN201721009506.4U patent/CN207130779U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316401A (en) * | 2018-04-25 | 2018-07-24 | 徐州工业职业技术学院 | Prefabricated reinforced concrete assembled is combined to ooze rain-water pit certainly |
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