CN108978846A - A kind of water storage module system applied to hillside topography - Google Patents
A kind of water storage module system applied to hillside topography Download PDFInfo
- Publication number
- CN108978846A CN108978846A CN201810680856.6A CN201810680856A CN108978846A CN 108978846 A CN108978846 A CN 108978846A CN 201810680856 A CN201810680856 A CN 201810680856A CN 108978846 A CN108978846 A CN 108978846A
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- water storage
- storage box
- water
- storage module
- foundation pit
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Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B11/00—Arrangements or adaptations of tanks for water supply
- E03B11/10—Arrangements or adaptations of tanks for water supply for public or like main water supply
- E03B11/14—Arrangements or adaptations of tanks for water supply for public or like main water supply of underground tanks
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/22—Adaptations of pumping plants for lifting sewage
Landscapes
- Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Abstract
The invention discloses a kind of water storage module systems applied to hillside topography.It is related to environmental engineering technical field.The present invention includes slope surface and plane, and the first water storage box is equipped in the foundation pit that slope surface is equipped with；Antiseepage film is equipped between the lateral surface of first water storage box and the medial surface of foundation pit；The downside of water storage box one side is equipped with outlet pipe；Second water storage box is installed in the foundation pit that plane is equipped with；The upside of second water storage box one side is equipped with water inlet pipe；It is connected between outlet pipe and water inlet pipe by connecting tube；The sandy soil layer being laid on second water storage box is equipped with water pump；The one end for the drinking-water pipe installed on water pump passes through sandy soils and protrudes into the second water storage box.There are differences in height for first water storage box and the second water storage box of the invention, directly pour under gravity to farmland in plane, effectively save the energy；In addition, the outer side covering of water storage box has reverse osmosis membrane, the safety of storage water resource is protected.
Description
Technical field
The invention belongs to environmental engineering technical fields, more particularly to a kind of water storage module applied to hillside topography
System.
Background technique
Rain water collecting system refers to the whole process of rainwater-collecting, and five big links can be divided to pass through rainwater-collecting pipeline and collected
Rainwater-abandoned stream cuts dirt-PP rainwater collection pool and stores rainwater-filtering disinfection-cleansing and recycling, and the rainwater being collected into irrigates farming for pouring
Object, recharge of groundwater can also be used in landscape environment, the non-life such as greening, washing bay water, road washing water are supplemented, flushed the toilet
Apply flexibly water purposes.Water resource can be saved, alleviates the water shortage problem in China significantly.
Existing water storage module system is single water storage box, extracts the water resource of storage when use using water pump, easily causes
The waste of electric energy.
Summary of the invention
The purpose of the present invention is to provide a kind of water storage module system applied to hillside topography, the installations of the first water storage box
The installation site that position is higher than the second water storage box flows into the second water storage box under gravity, by control valve directly to flat
Farmland is poured on face, effectively saves the energy；In addition, the underground that the outer side covering of water storage box has reverse osmosis membrane to avoid infiltration
Water pollutes the water of storage.
In order to solve the above technical problems, the present invention is achieved by the following technical solutions:
The present invention is a kind of water storage module system applied to hillside topography, including slope surface and plane, is set in the slope surface
First water storage box is installed in some foundation pits；Antiseepage is equipped between the lateral surface of first water storage box and the medial surface of foundation pit
Film；The downside of the water storage box one side is equipped with outlet pipe；
Second water storage box is installed in the foundation pit that the plane is equipped with；The upside of the second water storage box one side is equipped with
Water inlet pipe；
It is connected between the outlet pipe and water inlet pipe by connecting tube；It is set on the sandy soil layer being laid on second water storage box
There is water pump；The one end for the drinking-water pipe installed on the water pump passes through sandy soils and protrudes into the second water storage box.
Further, antiseepage is equipped between the medial surface for the foundation pit that the second water storage box lateral surface and plane are equipped with
Film.
Further, the construction method of second water storage box, steps are as follows:
Step 1, measurement prepare: using the axis of total station detection construction site；Bench mark absolute altitude is detected using level
And flatness；
Step 2, earthwork evacuation: excavation pit on construction ground, using C15 concrete backfill to designed elevation；
Step 3, water storage module construction: it is levelling in the substrate laying fine sand of foundation pit, it is laid with waterproof layer, is put into water storage module,
And waterproof layer is laid in the side of water storage module；
Step 4, pool wall construction: the gap between foundation pit and water storage module uses C25 concreting；
Step 5, top board construction: being laid with multi-layered Soils work fabric and thick cystosepiment on water storage module, and when laying is not distributed,
It is laid with spiral and pours C25 concreting, and backfill the earthwork.
Further, the substrate of foundation pit is supporting course in the step 2.
Further, waterproof layer is antiseepage film in the step 3；The antiseepage film includes reinforced geo-technical cloth, antiseepage
Film, geotextiles；Antiseepage film is compounded between the reinforced geo-technical cloth and geotextiles.
Further, the construction method of second water storage box is identical as the construction method of the first water storage box.
The invention has the following advantages:
The installation site that the installation site of first water storage box of the invention is higher than the second water storage box flows under gravity
Second water storage box directly pours farmland in plane by control valve, effectively saves the energy；In addition, water storage box
Outer side covering has reverse osmosis membrane to avoid the underground water of infiltration, pollutes to the water of storage.
Certainly, it implements any of the products of the present invention and does not necessarily require achieving all the advantages described above at the same time.
Detailed description of the invention
In order to illustrate the technical solution of the embodiments of the present invention more clearly, will be described below to embodiment required
Attached drawing is briefly described, it should be apparent that, drawings in the following description are only some embodiments of the invention, for ability
For the those of ordinary skill of domain, without creative efforts, it can also be obtained according to these attached drawings other attached
Figure.
Fig. 1 is the structural diagram of the present invention；
In attached drawing, parts list represented by the reference numerals are as follows:
1- slope surface, 2- plane, 3- water pump, the first water storage box of 4-, 5- connecting tube, the second water storage box of 6-, 301- drinking-water pipe,
401- antiseepage film, 402- outlet pipe, 601- water inlet pipe.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts all other
Embodiment shall fall within the protection scope of the present invention.
In the description of the present invention, it is to be understood that, term " aperture ", "upper", "lower", " thickness ", "top", " in ",
Indicating positions or the positional relationship such as " length ", "inner", " surrounding ", are merely for convenience of description of the present invention and simplification of the description, without
It is that the component of indication or suggestion meaning or element must have a particular orientation, is constructed and operated in a specific orientation, therefore not
It can be interpreted as limitation of the present invention.
Refering to Figure 1, the present invention is a kind of water storage module system applied to hillside topography, including 1 peace of slope surface
Face 2；
First water storage box 4 is installed in the foundation pit that slope surface 1 is equipped with；The lateral surface of first water storage box 4 and the inside of foundation pit
Antiseepage film 401 is equipped between face；The downside of 4 one side of water storage box is equipped with outlet pipe 402；
Second water storage box 6 is installed in the foundation pit that plane 2 is equipped with；The upside of second water storage box, 6 one side is equipped with water inlet
Pipe 601；
The installation site of first water storage box 4 is higher than the installation site of the second water storage box 6；In the rain of the first water storage box 4 storage
Water flows into the second water storage box 6 under gravity, is directly poured to farmland in plane 2 by control valve, effectively
Save the energy；
It is connected between outlet pipe 402 and water inlet pipe 601 by connecting tube；6 upper side of first water storage box 4 and the second water storage box
On be equipped with sandy soils；The sandy soil layer being laid on second water storage box 6 is equipped with water pump 3；The drinking-water pipe 301 installed on water pump 3
One end pass through sandy soils protrude into the second water storage box 6.
Wherein, antiseepage film 401 is equipped between the medial surface for the foundation pit that 6 lateral surface of the second water storage box and plane 2 are equipped with.
Wherein, the construction method of the second water storage box 6, steps are as follows:
Step 1, measurement prepare: using the axis of total station detection construction site；Bench mark absolute altitude is detected using level
And flatness；
Step 2, earthwork evacuation: excavation pit on construction ground, using C15 concrete backfill to designed elevation, C15
Concrete mix is cement: water: sand: rubble=1:0.71:3.12:4.87；
Step 3, water storage module construction: it is levelling in the substrate laying fine sand of foundation pit, it is laid with waterproof layer, is put into water storage module,
And waterproof layer is laid in the side of water storage module；
Step 4, pool wall construction: the gap between foundation pit and water storage module uses C25 concreting, C25 concrete matched
Composition and division in a proportion is cement: water: sand: rubble=1:0.47:1.59:3.39；
Step 5, top board construction: being laid with multi-layered Soils work fabric and thick cystosepiment on water storage module, and when laying is not distributed,
It is laid with spiral and pours C25 concreting, and backfill the earthwork.
Wherein, the substrate of foundation pit is supporting course in step 2；Supporting course characteristic load bearing capacity is more than or equal to 1200KPa.
Wherein, waterproof layer is antiseepage film 401 in step 3；Antiseepage film 401 includes reinforced geo-technical cloth, antiseepage film, geotechnique
Cloth；Antiseepage film is compounded between reinforced geo-technical cloth and geotextiles.
Wherein, the construction method of the second water storage box 6 is identical as the construction method of the first water storage box 4.
In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means
Particular features, structures, materials, or characteristics described in conjunction with this embodiment or example are contained at least one implementation of the invention
In example or example.In the present specification, schematic expression of the above terms may not refer to the same embodiment or example.
Moreover, particular features, structures, materials, or characteristics described can be in any one or more of the embodiments or examples to close
Suitable mode combines.
Present invention disclosed above preferred embodiment is only intended to help to illustrate the present invention.There is no detailed for preferred embodiment
All details are described, are not limited the invention to the specific embodiments described.Obviously, according to the content of this specification,
It can make many modifications and variations.These embodiments are chosen and specifically described to this specification, is in order to better explain the present invention
Principle and practical application, so that skilled artisan be enable to better understand and utilize the present invention.The present invention is only
It is limited by claims and its full scope and equivalent.
Claims (6)
1. a kind of water storage module system applied to hillside topography, including slope surface (1) and plane (2), it is characterised in that:
The first water storage box (4) are installed in the foundation pit that the slope surface (1) is equipped with；The lateral surface of first water storage box (4) with
Antiseepage film (401) are equipped between the medial surface of foundation pit；The downside of water storage box (4) one side is equipped with outlet pipe (402)；
The second water storage box (6) are installed in the foundation pit that the plane (2) is equipped with；Second water storage box (6) one side it is upper
Side is equipped with water inlet pipe (601)；
It is connected between the outlet pipe (402) and water inlet pipe (601) by connecting tube；It is laid on second water storage box (6)
Sandy soil layer is equipped with water pump (3)；The one end for the drinking-water pipe (301) installed on the water pump (3) passes through sandy soils and protrudes into the second storage
In water tank (6).
2. a kind of water storage module system applied to hillside topography according to claim 1, which is characterized in that described second
Antiseepage film (401) are equipped between the medial surface for the foundation pit that water storage box (6) lateral surface and plane (2) are equipped with.
3. a kind of water storage module system applied to hillside topography according to claim 1, which is characterized in that described second
The construction method of water storage box (6), steps are as follows:
Step 1, measurement prepare: using the axis of total station detection construction site；Using level detection bench mark absolute altitude peace
Whole degree；
Step 2, earthwork evacuation: excavation pit on construction ground, using C15 concrete backfill to designed elevation；
Step 3, water storage module construction: it is levelling to be laid with fine sand in the substrate of foundation pit, is laid with waterproof layer, is put into water storage module, and
The side of water storage module is laid with waterproof layer；
Step 4, pool wall construction: the gap between foundation pit and water storage module uses C25 concreting；
Step 5, top board construction: being laid with multi-layered Soils work fabric and thick cystosepiment on water storage module, and when laying is not distributed, is laid with
Spiral pours C25 concreting, and backfills the earthwork.
4. a kind of water storage module system applied to hillside topography according to claim 3, which is characterized in that the step
The substrate of foundation pit is supporting course in two.
5. a kind of water storage module system applied to hillside topography according to claim 3, which is characterized in that the step
Waterproof layer is antiseepage film (401) in three；The antiseepage film (401) includes reinforced geo-technical cloth, antiseepage film, geotextiles；It is described to add
Antiseepage film is compounded between strong type geotextiles and geotextiles.
6. a kind of water storage module system applied to hillside topography according to claim 1, which is characterized in that described second
The construction method of water storage box (6) is identical as the construction method of the first water storage box (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810680856.6A CN108978846A (en) | 2018-06-27 | 2018-06-27 | A kind of water storage module system applied to hillside topography |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810680856.6A CN108978846A (en) | 2018-06-27 | 2018-06-27 | A kind of water storage module system applied to hillside topography |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108978846A true CN108978846A (en) | 2018-12-11 |
Family
ID=64538593
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810680856.6A Pending CN108978846A (en) | 2018-06-27 | 2018-06-27 | A kind of water storage module system applied to hillside topography |
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| Country | Link |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113089768A (en) * | 2021-03-16 | 2021-07-09 | 浙江司邦齐环境科技有限公司 | Separated step-type combined rainwater storage module and assembling method |
| CN114000565A (en) * | 2021-10-20 | 2022-02-01 | 中国矿业大学 | Three-dimensional water storage system for internally-discharged strip mine and arrangement method |
Citations (8)
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| JP2002213012A (en) * | 2001-01-17 | 2002-07-31 | Shinichiro Hayashi | Water storage facility |
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| CN107190838A (en) * | 2017-05-23 | 2017-09-22 | *** | A kind of underground staged chain rainwater storage pond |
-
2018
- 2018-06-27 CN CN201810680856.6A patent/CN108978846A/en active Pending
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| JP2002213012A (en) * | 2001-01-17 | 2002-07-31 | Shinichiro Hayashi | Water storage facility |
| CN2825612Y (en) * | 2005-09-07 | 2006-10-11 | 贵阳铝镁设计研究院 | Series type step red mud wastewater collecting tank |
| CN203583574U (en) * | 2013-10-24 | 2014-05-07 | 安吉绿源生态科技有限公司 | Movable reservoir for mountains |
| CN205205919U (en) * | 2015-12-10 | 2016-05-04 | 万锋 | Utilize relief unpowered purification collection in mountain area to hold drip irrigation system |
| CN106088289A (en) * | 2016-07-14 | 2016-11-09 | 浙江水利水电学院 | A kind of water storage system for sponge Front river course road and construction method |
| CN106759825A (en) * | 2016-12-14 | 2017-05-31 | 浙江建设职业技术学院 | A kind of construction method of sponge urban green space water storage system |
| CN106869238A (en) * | 2017-03-17 | 2017-06-20 | 四川大学 | A kind of mountain region sponge city three-stage rainwater-collecting purification utilization system |
| CN107190838A (en) * | 2017-05-23 | 2017-09-22 | *** | A kind of underground staged chain rainwater storage pond |
Non-Patent Citations (1)
| Title |
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| 袁志强2008: "HDPE蓄水模块水池施工方案", 《百度文库》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113089768A (en) * | 2021-03-16 | 2021-07-09 | 浙江司邦齐环境科技有限公司 | Separated step-type combined rainwater storage module and assembling method |
| CN114000565A (en) * | 2021-10-20 | 2022-02-01 | 中国矿业大学 | Three-dimensional water storage system for internally-discharged strip mine and arrangement method |
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| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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Application publication date: 20181211 |