CN107143020A - Inverted well, underground construction space structure and construction method for soil water storage water conservation - Google Patents
Inverted well, underground construction space structure and construction method for soil water storage water conservation Download PDFInfo
- Publication number
- CN107143020A CN107143020A CN201710320067.7A CN201710320067A CN107143020A CN 107143020 A CN107143020 A CN 107143020A CN 201710320067 A CN201710320067 A CN 201710320067A CN 107143020 A CN107143020 A CN 107143020A
- Authority
- CN
- China
- Prior art keywords
- well
- seepage flow
- inverted well
- inverted
- flow pipe
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 65
- 238000010276 construction Methods 0.000 title claims abstract description 49
- 239000002689 soil Substances 0.000 title claims abstract description 20
- 238000001914 filtration Methods 0.000 claims description 18
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 10
- 239000004576 sand Substances 0.000 claims description 6
- 239000004575 stone Substances 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 229910052742 iron Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000000605 extraction Methods 0.000 description 3
- 239000003673 groundwater Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010841 municipal wastewater Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/32—Methods or installations for obtaining or collecting drinking water or tap water with artificial enrichment, e.g. by adding water from a pond or a river
- E03B3/34—Methods or installations for obtaining or collecting drinking water or tap water with artificial enrichment, e.g. by adding water from a pond or a river of underground water
-
- 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
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
-
- 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
- Y02A20/40—Protecting water resources
- Y02A20/406—Aquifer recharge
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)
- Environmental & Geological Engineering (AREA)
- Sewage (AREA)
Abstract
The present invention proposes a kind of inverted well for soil water storage water conservation, including well body, connects with permeable ground；Seepage flow pipe, is longitudinally inserted in the well body, forms several seepage flow holes connected with the permeable ground.The invention also provides the underground construction space structure with described inverted well, including at least one described inverted well, the well head of at least one inverted well is positioned at the bottom of at least one surface storage facility.The present invention has also been proposed the construction method arranged for soil water storage water conservation, comprises the following steps：A. at least one well body connected with permeable ground is dug；B. seepage flow pipe is longitudinally inserted into form inverted well at least one described well body, wherein, the seepage flow pipe forms several seepage flow holes.
Description
Technical field
The present invention relates to a kind of for the inverted well of soil water storage water conservation, underground construction space structure and construction method.
Background technology
In the prior art, excessive rainfall or municipal wastewater are expelled in rivers,lakes and seas by urban water supply system, not
Obtain it is preferably local preserve and recycle, some cities cannot get external in rainwater less this and urban soil all the year round in recent years
The supplement of water resource, so that causing level of ground water constantly to decline has direct relation.Country advocates sponge city and built energetically at present
If also occurring in that the technical concepts of many, how these technical concept majorities is collected water resource if being concentrated on, although can be with
Water resource utility model is more efficiently prevented, say realizes water conservation in some sense, but moisture-holding capacity then has with these implementation volumes
Direct relation, the cistern of more Large Copacity must be built in order to realize in larger moisture-holding capacity, city, this undoubtedly can
Greatly improve the cost for building retaining water conservation facility.
The content of the invention
Therefore, the technical problem to be solved in the present invention is how to propose that a kind of retaining Water-saving effect is good, lower-cost
Inverted well, underground construction space structure and construction method for soil water storage water conservation.
In order to solve the above technical problems, the present invention proposes a kind of inverted well for soil water storage water conservation, including well body,
Connect with permeable ground；Seepage flow pipe, is longitudinally inserted in the well body, forms several and oozing that the permeable ground is connected
Discharge orifice.
Above-mentioned inverted well, wherein, in addition to the first filtration, in the seepage flow pipe.
Above-mentioned inverted well, wherein, first filtration is graded sand and stone interstitital texture.
Above-mentioned inverted well, wherein, the seepage flow pipe is steel pipe, iron pipe, the one of which of plastic tube or several.
Present invention also offers a kind of underground construction space structure with any of the above-described described inverted well, including at least
One inverted well, the well head of at least one inverted well is located at the bottom of at least one surface storage facility.
Above-mentioned underground construction space structure, wherein, at least two surface storage facilities are interconnected by pipeline,
So as to realize the recharge and discharge of the water of the inverted well.
Above-mentioned underground construction space structure, wherein, the surface storage facility is catch-basin.
Present invention also offers a kind of construction method arranged for soil water storage water conservation, comprise the following steps：
A. at least one well body connected with permeable ground is dug；
B. seepage flow pipe is longitudinally inserted into form inverted well at least one described well body, wherein, the seepage flow pipe shaping
There are several seepage flow holes.
Above-mentioned construction method, wherein, the first filtration is set in the seepage flow pipe.
Above-mentioned construction method, wherein, at least one described well body is excavated from the bottom of at least one surface storage facility, from
And cause the well head of at least one well body to be located at the bottom of at least one surface storage facility.
Above-mentioned construction method, wherein, at least two surface storage facilities are interconnected by pipeline, so as to realize
The recharge and draining of the water of the inverted well.
Above-mentioned construction method, wherein, the second filtration is set at least one described surface storage facility.
Above-mentioned construction method, wherein, first filtration is tied for that must be filtered with sandstone interstitital texture and described second
Structure is graded sand and stone interstitital texture.
Above-mentioned construction method, wherein, the seepage flow pipe is steel pipe, iron pipe, the one of which of plastic tube or several.
Above-mentioned construction method, wherein, the hollow tube that insertion is connected with outside extraction drainage facility in the seepage flow pipe.
Above-mentioned construction method, wherein, the surface storage facility is catch-basin, and the pipeline is gutter.
The present invention has advantages below relative to prior art：
1. the inverted well for soil water storage water conservation of the embodiment of the present invention, including well body, connect with permeable ground；Seepage flow
Pipe, is longitudinally inserted in the well body, forms several seepage flow holes connected with the permeable ground.Design, pass through above
The seepage flow pipe with seepage flow hole is plugged, is quickly to be left in order to avoid entering the water in seepage flow pipe, so that water potential
It is enough to be improved rapidly in seepage flow pipe so as to produce larger pressure difference between pipe reclaimed water and underground water rapidly, and then, using in inverted well
This pressure difference of water level and level of ground water so that the water resource collected by inverted well can be pressed into permeable soil by seepage flow hole
Water Spreading in inverted well is entered underground by layer, realization, well using soil this huge cistern come retaining water conservation, without
Excessive artificial lake is built, construction cost is greatly reduced.In addition, seepage flow pipe can be played preferably to the borehole wall of inverted well
Protective effect.
2. the embodiment of the present invention also includes the first filtration, in the seepage flow pipe；Design may insure ground above
Solid particle in table water, which does not enter, blocks seepage flow hole in pipe；Prevention manages outer soil body blocking pipe well after tubing rots in the future.
3. the underground construction space structure with described inverted well of the embodiment of the present invention, including at least one described time
Well is filled, the well head of at least one inverted well is located at the bottom of at least one surface storage facility.Design need not above
Well head is opened up again at earth's surface in addition, to destroy road surface, in addition, by well head behind the bottom of surface storage facility, earth's surface stores
Drainage facility is transformed to the water transport port of this huge cistern of permeable ground i.e. from single storing facilities of water, is stored while also having
Water function, thus overturned storing facilities of water can only retaining technology prejudice, can be with unexpected technique effect.
4. the underground construction space structure of the embodiment of the present invention, wherein, at least two surface storage facilities pass through pipe
Road is interconnected, so as to realize the recharge and discharge of the water of the inverted well.Design can prevent two earth's surfaces from storing above
There is excessive situation in drainage facility recharge water when unbalanced.
5. present invention also offers a kind of construction method arranged for soil water storage water conservation, comprise the following steps：A. dig
If at least one well body connected with permeable ground；B. it is longitudinally inserted into seepage flow pipe to form recharge at least one described well body
Well, wherein, the seepage flow pipe forms several seepage flow holes.More than design, by plugging the seepage flow pipe with seepage flow hole, be for
The water avoided enter into seepage flow pipe quickly leaves, so that water level can rapidly be improved in seepage flow pipe so that pipe
Larger pressure difference is produced between reclaimed water and underground water rapidly, and then, using recharge WIH position and this pressure difference of level of ground water, make
The water resource that must be collected by inverted well can be pressed into permeable ground by seepage flow hole, and realization enters the Water Spreading in inverted well
Underground, using soil, this huge cistern is come retaining water conservation well, and without building, excessive artificial lake, drops significantly
Low construction cost.
Brief description of the drawings
In order that present disclosure is more likely to be clearly understood, specific embodiment and combination below according to the present invention
Accompanying drawing, the present invention is further detailed explanation, wherein：
Fig. 1 is the inverted well structural representation of one of which embodiment of the present invention；
Fig. 2 is the inverted well structural representation of another embodiment of the invention；
Fig. 3 is the underground construction space structural representation of one of which embodiment of the present invention；
Fig. 4 is the underground construction space structural representation of another embodiment of the invention；
Embodiment
Embodiment 1
As shown in figure 1, a kind of inverted well for soil water storage water conservation, including well body 1, connect with permeable ground A；Its
In, B be non-permeable ground, in addition to, seepage flow pipe 2 is longitudinally inserted in the well body 1, form several with it is described permeable
The seepage flow hole 3 of soil layer A connections.
The inverted well of the present embodiment, is preferably, as shown in Fig. 2 also including the first filtration 4, to be oozed located at described
In flow tube 2.
The inverted well of the present embodiment, is preferably that first filtration is graded sand and stone interstitital texture.
The inverted well of the present embodiment, be preferably, the seepage flow pipe be steel pipe, iron pipe, the one of which of plastic tube or
It is several.
Embodiment 2
As shown in figure 3, present invention also offers a kind of underground construction space knot with any of the above-described described inverted well
Structure, including at least one described inverted well, the well head of at least one inverted well are set positioned at least one surface storage
Apply 5 bottom.
Underground construction space structure described in the present embodiment, be preferably, at least two surface storage facilities pass through pipe
Road 7 is interconnected, so as to realize the recharge and discharge of the water of the inverted well.
Underground construction space structure described in the present embodiment, is preferably that the surface storage facility is catch-basin.
As shown in figure 4, the underground construction space structure described in the present embodiment, is preferably, in addition to the first filtration 4,
In the seepage flow pipe 2.First filtration is preferably graded sand and stone interstitital texture.
Underground construction space structure described in the present embodiment, be preferably, in addition to the second filtration 6, located at described
In table storing facilities of water 5.Second filtration is preferably that must match somebody with somebody sandstone interstitital texture.
Embodiment 3
Present invention also offers a kind of construction method arranged for soil water storage water conservation, comprise the following steps：
A. at least one well body connected with permeable ground is dug；
B. seepage flow pipe is longitudinally inserted into form inverted well at least one described well body, wherein, the seepage flow pipe shaping
There are several seepage flow holes.
The construction method of the present embodiment, is preferably, the first filtration is set in the seepage flow pipe.
The construction method of the present embodiment, be preferably, from the bottom of at least one surface storage facility excavate it is described to
A few well body, so that the well head of at least one well body is located at the bottom of at least one surface storage facility.
The construction method of the present embodiment, be preferably, by pipeline will at least two surface storage facilities it is mutual
Connection, so as to realize the recharge and draining of the water of the inverted well.
The construction method of the present embodiment, is preferably, the second mistake is set at least one described surface storage facility
Filter structure.
The construction method of the present embodiment, is preferably that first filtration matches somebody with somebody sandstone interstitital texture and institute for palpus
The second filtration is stated for graded sand and stone interstitital texture.
The construction method of the present embodiment, is preferably that the seepage flow pipe is steel pipe, iron pipe, the one of which of plastic tube
Or it is several.
The construction method of the present embodiment, is preferably that insertion is connected with outside extraction drainage facility in the seepage flow pipe
Hollow tube.The extraction drainage facility is water pump, can by the hollow tube by water be pumped into neighbouring inverted well or well etc. its
In his storing facilities of water.
The construction method of the present embodiment, is preferably that the surface storage facility is catch-basin, and the pipeline is row
Ditch.
Obviously, above-described embodiment is only intended to clearly illustrate example, and the not restriction to embodiment.It is right
For those of ordinary skill in the art, can also make on the basis of the above description it is other it is various forms of change or
Change.There is no necessity and possibility to exhaust all the enbodiments.And the obvious change thus extended out or
Among changing still in the protection domain of the invention.
Claims (10)
1. a kind of inverted well for soil water storage water conservation, it is characterised in that including
Well body, connects with permeable ground；
Seepage flow pipe, is longitudinally inserted in the well body, forms several seepage flow holes connected with the permeable ground.
2. inverted well according to claim 1, it is characterised in that also including the first filtration, located at the seepage flow pipe
It is interior.
3. inverted well according to claim 2, it is characterised in that first filtration is that graded sand and stone fills knot
Structure.
4. inverted well according to claim 3, it is characterised in that the seepage flow pipe is steel pipe, iron pipe, and plastic tube is wherein
It is one or more of.
5. a kind of underground construction space structure with any described inverted well of claim, it is characterised in that including at least
One inverted well, the well head of at least one inverted well is located at the bottom of at least one surface storage facility.
6. underground construction space structure according to claim 5, it is characterised in that：At least two surface storage facilities
It is interconnected by pipeline, so as to realize the recharge and discharge of the water of the inverted well.
7. underground construction space structure according to claim 6, it is characterised in that：The surface storage facility is rainwater
Well.
8. a kind of construction method arranged for soil water storage water conservation, it is characterised in that comprise the following steps：
A. at least one well body connected with permeable ground is dug；
B. seepage flow pipe is longitudinally inserted into form inverted well at least one described well body, wherein, if the seepage flow pipe is formed
Dry seepage flow hole.
9. construction method according to claim 8, it is characterised in that：The first filtration is set in the seepage flow pipe.
10. construction method according to claim 8 or claim 9, it is characterised in that from the bottom of at least one surface storage facility
At least one described well body is excavated, is set so that the well head of at least one well body is located at least one described surface storage
The bottom applied.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2016108817772 | 2016-10-09 | ||
| CN201610881777 | 2016-10-09 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107143020A true CN107143020A (en) | 2017-09-08 |
Family
ID=59776807
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710320067.7A Pending CN107143020A (en) | 2016-10-09 | 2017-05-09 | Inverted well, underground construction space structure and construction method for soil water storage water conservation |
Country Status (1)
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| CN (1) | CN107143020A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01299932A (en) * | 1988-05-27 | 1989-12-04 | Kowa:Kk | Underground water returning device |
| CN202013040U (en) * | 2011-01-17 | 2011-10-19 | 王心海 | Geothermal water individual well staging draining back equipment |
| CN202416437U (en) * | 2012-01-06 | 2012-09-05 | 中国农业科学院农田灌溉研究所 | Collection and comprehensive utilization system for rainwater |
| CN104652527A (en) * | 2015-02-05 | 2015-05-27 | 黄河水利职业技术学院 | Urban rainwater collection and underground water replenishing pile |
| CN205063005U (en) * | 2015-10-28 | 2016-03-02 | 广州城建职业学院 | Can carry out novel rainwater well that compensates to groundwater |
| CN105401614A (en) * | 2015-12-15 | 2016-03-16 | 柯依坤 | Ecological system renovation structure of water |
| CN206328833U (en) * | 2016-10-09 | 2017-07-14 | 江西基业科技有限公司 | Inverted well and underground construction space structure for soil water storage water conservation |
-
2017
- 2017-05-09 CN CN201710320067.7A patent/CN107143020A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01299932A (en) * | 1988-05-27 | 1989-12-04 | Kowa:Kk | Underground water returning device |
| CN202013040U (en) * | 2011-01-17 | 2011-10-19 | 王心海 | Geothermal water individual well staging draining back equipment |
| CN202416437U (en) * | 2012-01-06 | 2012-09-05 | 中国农业科学院农田灌溉研究所 | Collection and comprehensive utilization system for rainwater |
| CN104652527A (en) * | 2015-02-05 | 2015-05-27 | 黄河水利职业技术学院 | Urban rainwater collection and underground water replenishing pile |
| CN205063005U (en) * | 2015-10-28 | 2016-03-02 | 广州城建职业学院 | Can carry out novel rainwater well that compensates to groundwater |
| CN105401614A (en) * | 2015-12-15 | 2016-03-16 | 柯依坤 | Ecological system renovation structure of water |
| CN206328833U (en) * | 2016-10-09 | 2017-07-14 | 江西基业科技有限公司 | Inverted well and underground construction space structure for soil water storage water conservation |
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Application publication date: 20170908 |
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