CN208329106U - A kind of city water storage cavernous body - Google Patents
A kind of city water storage cavernous body Download PDFInfo
- Publication number
- CN208329106U CN208329106U CN201820660563.7U CN201820660563U CN208329106U CN 208329106 U CN208329106 U CN 208329106U CN 201820660563 U CN201820660563 U CN 201820660563U CN 208329106 U CN208329106 U CN 208329106U
- Authority
- CN
- China
- Prior art keywords
- well
- water storage
- reservoir
- steel band
- city water
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Sewage (AREA)
Abstract
The utility model discloses a kind of city water storage cavernous bodies, comprising: reservoir, the reservoir is interior to have filler；Steel band bellows, the steel band bellows are laid in the filler (9) of the reservoir；And penetration inspection well, the penetration inspection well are arranged in the filler of the reservoir, the penetration inspection well includes: the first well body and the second well body；First well body is connected to municipal drainage system by water pipe；Second well body is located at the lower section of first well body and corresponding with the position of the steel band bellows, and first well body lower end is connected to the steel band bellows.Water storage cavernous body provided by the utility model, economic, durable, easy for construction water storage space is big, has very strong bearing capacity.There is the region of load-bearing requirements especially suitable for large parking lot, playground, general permeable road etc..
Description
Technical field
The utility model relates to sponge city technical fields, are in particular a kind of city water storage cavernous bodies.
Background technique
Sponge city refers to that city can have in terms of adapting to environmental change and reply as sponge
Good " elasticity " can absorb on the spot or nearby in rainfall, permeate, store, purifying rainwater, and recharge of groundwater adjusts water
Circulation；The water stored can be released, be used in arid, so that city water cycle is close naturally, promoting city
Ecosystem function and the generation for reducing Urban Flood Waterlogging.Sponge city will be realized from fast row, timely row, row, speed are arranged nearby
The dry engineering drainage epoch stride into: the history of the comprehensive draining of " seep, is stagnant, store, is net, use, row " six one, Demonstration for Ecological Sanitation
Property, strategic transformation.
2015,2016 country respectively determine and disclose 16,14 cities as sponge city pilot, according to right
After the rebuilding construction method in the sponge city constructed both at home and abroad is made investigation, studied, conventional underground storage cavernous body material is obtained
Material mostly uses reservoir, large-diameter concrete pipeline etc. as water storage space.But in recent years since reservoir leads to the thing of sedimentation
Therefore take place frequently, and reservoir can not be drawn clearly, it is affected to the operation maintenance in later period.
The problem of how designing a kind of economic, durable underground storage space, being those skilled in the art's urgent need to resolve.
Utility model content
In view of this, the present invention provides a kind of city water storage cavernous body, not only economy and durability, and also it is convenient for safeguarding
Cleaning.
To achieve the goals above, the utility model adopts the following technical solution:
The city water storage cavernous body of the utility model, comprising:
Reservoir, the reservoir is interior to have filler；
Steel band bellows, the steel band bellows are laid in the filler of the reservoir；And
Penetration inspection well, the penetration inspection well are arranged in the filler of the reservoir, the penetration inspection Jing Bao
It includes: the first well body and the second well body；First well body is connected to municipal drainage system by water pipe；Second well body is located at institute
State the lower section of the first well body and, first well body lower end and the steel band bellows corresponding with the position of the steel band bellows
Connection.
Filler in the reservoir can be such that the steel band bellows stabilization does not move in the obturator
It is dynamic, while conventional cement pipeline can be compared with water moisture self restraint, the steel band bellows, it is durable and be easy to constructing operation；Institute
It states penetration inspection well and is convenient for the utilization that the steel band bellows are carried out with cleaning and the steel band bellows are collected with moisture.
Further, second well body includes: bottom wall, side wall and roof；The bottom wall, side wall and roof limit institute
State the well chamber of the second well body；The roof passes through the through-hole being arranged thereon and is connected to the well chamber of first well body.
Beneficial effect using above-mentioned further scheme is: second well body plays the work of support to first well body
With, while staff being facilitated to carry out cleaning and other operations.
Further, the bottom wall is reinforced concrete structure；Or/and the side wall is 240 walls of masonry of cement mortar；
Or/and the roof is the prefabricated cover board that cement is built up.
Beneficial effect using above-mentioned further scheme is: the bottom wall of reinforced concrete structure can play steel band bellows
To good supporting role, avoid sinking；And prefabricated cover board is supported with the cooperation of 240 walls, keep well body structure more secured.
Further, holding for reinforced concrete structure is provided on one end that 240 wall is connect with the prefabricated cover board
Carrier beam, the prefabricated cover board are connect with the load bearing beam.
Beneficial effect using above-mentioned further scheme is: load bearing beam can effectively avoid prefabricated cover board to the straight of 240 walls
Connect extruding, the damage of caused wall.
Further, city water storage cavernous body further include: sedimentation well, the water pipe include water inlet pipe and drainpipe；It is described
Sedimentation well is arranged in the filler of the reservoir；The well chamber of the sedimentation well is connected by water inlet pipe and municipal drainage system
Logical, the well chamber of the sedimentation well is connected to by drainpipe with first well body.
Beneficial effect using above-mentioned further scheme is: sedimentation well deposits silt, effectively reduce silt into
Enter in steel band bellows, causes the obstruction of steel band bellows.
Further, the sedimentation well is multiple, is connected between the multiple sedimentation well by water distributor.
Beneficial effect using above-mentioned further scheme is: the setting of multiple sedimentation wells can quickly be collected rainwater,
Prevent the generation of surface gathered water.
Further, the sedimentation well and first well body are built by common brick.
Further, evacuated tube is provided in the reservoir, the evacuated tube is connected to the steel band bellows.
Beneficial effect using above-mentioned further scheme is: evacuated tube can regularly empty steel band bellows, keep away
Exempt from that the rainwater stored for a long time is rotten to be polluted.
Further, the substrate below the reservoir bottom wall is followed successively by plain soil layer, sand stone layer and geotextiles from bottom to top
Layer.
Beneficial effect using above-mentioned further scheme is: ensure that the secured of substrate, avoids substrate that depression occurs.
Further, the top mulching plant soil layer of the reservoir, the planting soil layer upper surface and the infiltration are examined
The top for looking into well and the sedimentation well flushes.
Beneficial effect using above-mentioned further scheme is: planting soil layer can not only be used to be afforested, but also can be right
The rainwater being directly entered in reservoir is filtered.
It can be seen via above technical scheme that compared with prior art, the utility model, which discloses, provides a kind of city storage
Water cavernous body avoids water storage module water storage Lack of support using its water storage and is easily corroded and brings to the operation of cavernous body later period
Inconvenience and large-diameter concrete pipe from the problem of great lifting, constructional difficulties.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is the embodiments of the present invention, for those of ordinary skill in the art, without creative efforts, also
Other attached drawings can be obtained according to the attached drawing of offer.
Fig. 1 attached drawing is the structural schematic diagram of the utility model penetration inspection well and sedimentation well；
Fig. 2 attached drawing is the complete structural schematic diagram of the utility model.
In attached drawing, parts list represented by the reference numerals are as follows:
1, reservoir, 2, steel band bellows, 3, penetration inspection well, the 31, second well body, 311, bottom wall, 312, side wall, 313,
Roof, 314, load bearing beam, 315, through-hole, the 32, first well body, 4, sedimentation well, 5, water inlet pipe, 6, drainpipe, 7, water distributor, 8, row
Blank pipe, 9, filler, 91, diameter grain 5-10mm rubble, 92, diameter grain 20-40mm rubble, 10, planting soil layer, 11, plain soil layer, 12,
Sand stone layer, 13, geotextile layer.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
The utility model embodiment discloses a kind of city water storage cavernous body, not only economical and practical but also be convenient to clean.
Referring to Figures 1 and 2, it in a specific embodiment of the utility model, permeates well 3 and sedimentation well 4 is arranged in steel band
One end of bellows 2, reservoir 1 is interior to have filler 9；Steel band bellows 2 are laid in the filler 9 of reservoir 1；Infiltration inspection
It looks into well 3 to be arranged in the filler 9 of reservoir 1, penetration inspection well 3 includes: the first well body 32 and the second well body 31；First well body
32 are connected to municipal drainage system by water pipe；Second well body 31 is located at the lower section of the first well body 32 and the position with steel band bellows 2
Correspondence is set, 32 lower end of the first well body is connected to steel band bellows 2.
Second well body 31 includes: bottom wall 311, side wall 312 and roof 313, and bottom wall 311 is reinforced concrete structure, side wall
312 be 240 walls of masonry of cement mortar, and roof 313 is the prefabricated cover board that cement is built up, the edge carrying of reinforced concrete structure
240 walls, prefabricated cover board connect with 240 walls and are covered on the top of reinforced concrete structure；The top of prefabricated cover board connects common brick
The junction of the first well body 32 built, prefabricated cover board and the first well body 32 is provided with through-hole 315；First well body 32 passes through draining
Pipe 6 is connected to sedimentation well 4.
Sedimentation well 4 be it is multiple, be connected between multiple sedimentation wells 4 by water distributor 7, can by multiple sedimentation wells 4 of setting
Realization is quickly collected rainwater, surface gathered water caused by avoiding rainwater excessive.
In the another specific embodiment of the utility model, reinforcing bar is provided on one end that 240 walls are connect with prefabricated cover board
The load bearing beam 314 of concrete structure, prefabricated cover board are connect by the wall of load bearing beam 314 and 240.
In a specific embodiment of the utility model, evacuated tube 8, evacuated tube 8 and steel strip corrugated are provided in reservoir 1
Pipe 2 is connected to 9 (connection structure is not shown in the figure), and one end of evacuated tube 8 is connected to steel band bellows 2, and the other end of evacuated tube 8 can
Drainage arrangement is set, is drained if necessary, the cleaning of 2 inside water quality of steel band bellows is kept.
In some specific embodiments of the utility model, the substrate below 1 bottom wall of reservoir is followed successively by element from bottom to top
Soil layer 11, sand stone layer 12 and geotextile layer 13；The top mulching plant soil layer 10 of reservoir 1,10 upper surface of planting soil layer and infiltration
The top of saturating inspection shaft 3 and sedimentation well 4 flushes；Geotextile layer 13, geotextiles are provided between plantation figure layer 10 and filler 9
Layer 13 is lost two kinds of storerooms not, does not mix, and keeps the overall structure and function of planting soil layer 10 and filler 9, makes water storage
The bearing capacity in pond 1 is reinforced.
Referring to Fig. 2 in some specific embodiments of the utility model, filler 9 can be divided into double-layer structure, the lower layer of
For diameter grain 5-10mm rubble 91, above one layer be diameter grain 20-40mm rubble 92, by the rubble of two kinds of different-diameters, cooperate into
The filtering of row rainwater can effectively in less rainwater silt, while making cavernous body to the load of weight, effective protection steel band
The integrality of bellows 2.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other
The difference of embodiment, the same or similar parts in each embodiment may refer to each other.For device disclosed in embodiment
For, since it is corresponded to the methods disclosed in the examples, so being described relatively simple, related place is said referring to method part
It is bright.
The foregoing description of the disclosed embodiments can be realized professional and technical personnel in the field or using originally practical new
Type.Various modifications to these embodiments will be readily apparent to those skilled in the art, and determine herein
The General Principle of justice can be realized in other embodiments without departing from the spirit or scope of the present utility model.Cause
This, the present invention will not be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The widest scope consistent with features of novelty.
Claims (10)
1. a kind of city water storage cavernous body characterized by comprising
Reservoir (1), the reservoir (1) is interior to have filler (9)；
Steel band bellows (2), the steel band bellows (2) are laid in the filler (9) of the reservoir (1)；And
Penetration inspection well (3), penetration inspection well (3) setting is in the filler (9) of the reservoir (1), the infiltration
Inspection shaft (3) includes: the first well body (32) and the second well body (31)；First well body (32) is connected to municipal drainage by water pipe
System；Second well body (31) is located at the lower section of first well body (32) and the position pair with the steel band bellows (2)
It answers, the first well body (32) lower end is connected to the steel band bellows (2).
2. a kind of city water storage cavernous body according to claim 1, which is characterized in that second well body (31) includes:
Bottom wall (311), side wall (312) and roof (313)；The bottom wall (311), side wall (312) and roof (313) limit described
The well chamber of two well bodies (31)；The roof (313) passes through the well chamber of the through-hole (315) and first well body (32) that are arranged thereon
Connection.
3. a kind of city water storage cavernous body according to claim 2, which is characterized in that the bottom wall (311) is mixed for reinforcing bar
Xtah Crude Clay structure；Or/and the side wall (312) is 240 walls of masonry of cement mortar；Or/and the roof (313) builds up for cement
Prefabricated cover board.
4. a kind of city water storage cavernous body according to claim 3, which is characterized in that 240 wall and the preform lid
It is provided with the load bearing beam (314) of reinforced concrete structure on one end of plate connection, the prefabricated cover board and the load bearing beam (314)
Connection.
5. a kind of city water storage cavernous body according to any one of claims 1 to 4, which is characterized in that further include: sedimentation well
(4), the water pipe includes water inlet pipe (5) and drainpipe (6)；Filler of sedimentation well (4) setting in the reservoir (1)
(9) in；The well chamber of the sedimentation well (4) is connected to by water inlet pipe (5) with municipal drainage system, the well chamber of the sedimentation well (4)
It is connected to by drainpipe (6) with first well body (32).
6. a kind of city water storage cavernous body according to claim 5, which is characterized in that the sedimentation well (4) is multiple, institute
It states and is connected between multiple sedimentation wells (4) by water distributor (7).
7. a kind of city water storage cavernous body according to claim 5, which is characterized in that the sedimentation well (4) and described
One well body (32) is built by common brick.
8. a kind of city water storage cavernous body according to claim 1, which is characterized in that be provided in the reservoir (1)
Evacuated tube (8), the evacuated tube (8) are connected to the steel band bellows (2).
9. a kind of city water storage cavernous body according to claim 1, which is characterized in that below reservoir (1) bottom wall
Substrate be followed successively by plain soil layer (11), sand stone layer (12) and geotextile layer (13) from bottom to top.
10. a kind of city water storage cavernous body according to claim 5, which is characterized in that covered at the top of the reservoir (1)
Lid planting soil layer (10), the top of planting soil layer (10) upper surface and the penetration inspection well (3) and the sedimentation well (4)
It flushes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820660563.7U CN208329106U (en) | 2018-05-04 | 2018-05-04 | A kind of city water storage cavernous body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820660563.7U CN208329106U (en) | 2018-05-04 | 2018-05-04 | A kind of city water storage cavernous body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208329106U true CN208329106U (en) | 2019-01-04 |
Family
ID=64776014
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820660563.7U Active CN208329106U (en) | 2018-05-04 | 2018-05-04 | A kind of city water storage cavernous body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208329106U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111118998A (en) * | 2020-01-19 | 2020-05-08 | 北京建筑大学 | Permeable pavement facility and preparation method and application thereof |
-
2018
- 2018-05-04 CN CN201820660563.7U patent/CN208329106U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111118998A (en) * | 2020-01-19 | 2020-05-08 | 北京建筑大学 | Permeable pavement facility and preparation method and application thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106638918B (en) | Construction method of sponge urban rainwater collection system | |
| CN201539012U (en) | Infiltration-drainage pipe duct for comprehensive utilization of rainwater | |
| CN208104958U (en) | A kind of ecostagnation band applied to town road | |
| CN105926709B (en) | It is multi-functional to store row's Rain Garden system | |
| CN104926040A (en) | High-water-content bi-flow sponge wetland system for rain purification, regulation, storage and recycling and method of rain purification, regulation, storage and recycling | |
| CN211772522U (en) | Sponge city town road | |
| CN106165568B (en) | It is a kind of for purifying the stepped concave herbaceous field of surface rain runoff | |
| CN208329106U (en) | A kind of city water storage cavernous body | |
| CN106088684A (en) | The sunk type square of a kind of rainwater-collecting recycling and construction method thereof | |
| CN102086658A (en) | Permeation and drainage pipe duct for comprehensively utilizing rainwater | |
| CN105887761B (en) | River course bunding structure for sponge urban construction | |
| CN205223761U (en) | A biological depression system that is used for blending purification under rainwater | |
| CN209636585U (en) | A kind of pavement grass planting ditch | |
| CN107514050A (en) | A kind of AO formula rainwater flower beds based on the storage of sponge urban rainwater, purification | |
| CN206438582U (en) | A kind of novel rainwater stores stagnant with utilizing integral system | |
| CN207484214U (en) | A kind of water permeability and water storage ability terrace | |
| CN208884680U (en) | A kind of anatonosis prefabricated component | |
| CN109809632A (en) | A kind of biological delaying basin improving denitrogenation dephosphorizing ability | |
| CN212427242U (en) | Top structure desilting drainage structural system of underground engineering | |
| CN209144964U (en) | A kind of efficient rainwater isolation collection device | |
| CN206941335U (en) | A kind of road for storing rainwater | |
| CN102926375A (en) | Sludge discharge field constructing method for speeding up dehydration, solidification and stabilization of dredged sediment | |
| CN207392364U (en) | Resident living area infiltration type intercepting pollution for rainwater governing system | |
| CN214219256U (en) | Ecological porous cellucotton high-efficient drainage integration intelligent system that holds | |
| CN113863553B (en) | Dense-rib floor structure convenient for rainwater utilization and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |