CN101906797A - Plastic module combination water pool - Google Patents
Plastic module combination water pool Download PDFInfo
- Publication number
- CN101906797A CN101906797A CN2009100852195A CN200910085219A CN101906797A CN 101906797 A CN101906797 A CN 101906797A CN 2009100852195 A CN2009100852195 A CN 2009100852195A CN 200910085219 A CN200910085219 A CN 200910085219A CN 101906797 A CN101906797 A CN 101906797A
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- China
- Prior art keywords
- pond
- water
- water pool
- pool
- module combination
- 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.)
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 82
- 239000004033 plastic Substances 0.000 title claims abstract description 24
- 229920003023 plastic Polymers 0.000 title claims abstract description 24
- 239000004576 sand Substances 0.000 claims abstract description 16
- 239000013049 sediment Substances 0.000 claims abstract description 9
- 239000004746 geotextile Substances 0.000 claims abstract description 8
- 230000008595 infiltration Effects 0.000 claims description 15
- 238000001764 infiltration Methods 0.000 claims description 15
- 239000004744 fabric Substances 0.000 claims description 3
- 238000004078 waterproofing Methods 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 3
- 239000004743 Polypropylene Substances 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000004140 cleaning Methods 0.000 abstract description 2
- -1 polypropylene Polymers 0.000 abstract description 2
- 229920001155 polypropylene Polymers 0.000 abstract description 2
- 238000009423 ventilation Methods 0.000 abstract 2
- 238000005273 aeration Methods 0.000 abstract 1
- 239000011248 coating agent Substances 0.000 abstract 1
- 238000000576 coating method Methods 0.000 abstract 1
- 238000001746 injection moulding Methods 0.000 abstract 1
- 239000008400 supply water Substances 0.000 description 7
- 239000002699 waste material Substances 0.000 description 5
- 239000011449 brick Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000004575 stone Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000178 monomer Substances 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Images
Classifications
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- 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
- Y02A20/108—Rainwater harvesting
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- Sewage (AREA)
Abstract
The invention relates to a plastic module combination water pool. The water pool comprises a water pool body, a water pool water inlet sand sediment trap, a water pool water outlet well, a high-position ventilation cap, a low-position ventilation cap, a water pool water inlet pipe, a water pool water outlet pipe, a water pool overflow pipe, a water pool aeration system and the like, wherein the framework of the water pool body is a water storage module combination body formed by performing injection molding on polypropylene plastic, and different geotextile coating materials are used to coordinate with the framework so as to form a water storage pool with a single function or a permeation water pool having water storage and permeation functions. A plastic module is taken as the water storage pool of a water storage unit, an internal cleaning facility is configured and the water pool is assembled and constructed in a convenient and rapid way; the water pool can be split and rebuilt at another place or the plastic is recycled; and the water pool is beneficial to the protection of land resources and has good economic and social benefits.
Description
Affiliated technical field
The present invention relates to rainwater collects and a kind of water storage infiltration facility that utilizes.
Background technology
Collect rainwater, implementing soil infiltration is a kind of rainwater utilization mode commonly used.Facility commonly used is the steel concrete infiltration pond of the brick infiltration well or the side-wall hole of side-wall hole.Brick infiltration well, waste land resources, manually building by laying bricks or stones wastes time and energy.The infiltration pond of steel concrete is to be mixed by cement, stone, sand and water to stir, be cast in and be banded with the touching in the plate of cage of reinforcement, tear open to touch through the maintenance of certain hour and form, operation is various, and the construction period is long, the side-wall hole way has more increased the difficulty and the cost of construction, when removing for some reason, remove big, the discarded concrete block of difficulty in the pond, form building waste, contaminated environment.
Summary of the invention
In order to waste land resources from overcoming brick infiltration well and steel concrete infiltration pond, construction period is grown and abandons the pond and remove difficulty, the deficiency of building waste contaminated environment, the invention provides a kind of plastic module combination water pool, be assembled into the pond skeleton with plastic module, be used different clad materials, constitute plastic module combination water pool pond body, the pond can constitute the reservoir with simple function or have water storage concurrently and the infiltration pond of infiltration dual-use function.
The technical solution adopted for the present invention to solve the technical problems is: plastic module combination water pool, by pond, pond body, pond water inlet sand sediment trap, pond wet well, high and low position abat-vent, several parts such as pond water-in and water-out water pipe, pond bleed off pipe, pond aerating system are formed.The skeleton of pond, pond body is formed by the water storage module combinations of polypropylene plastics injection mo(u)lding.The plastic module monomer is cuboid, and the water-in and water-out interface tube of DN125 and DN150 is offered at the module two ends respectively, the inside modules hollow out, and void content reaches 95%, thereby has guaranteed that water can flow freely between module.The load pillar in the module and the Connection Card of module and intermodule make module and pond skeleton have enough supporting capacitys.Coat waterproofing geomembrane around the skeleton of pond, the pond has single water storage function; Wrap up permeable geotextiles pond around the skeleton and then have water storage and infiltration dual-use function concurrently.In pond water inlet sand sediment trap, realize the caliber conversion of rainwater pipe and pond water inlet pipe, help the deposition of silt.Establish a supply-water pump in the wet well of pond and supply water to the user, the pond is inner when needing to clean, and cooperates with the aerating system of being made up of air compressor and compressed air hose, has dashed the heavy mud at the bottom of the pond, and supply-water pump transforms dredge pump discharge body refuse water into.The air that high and low position abat-vent helps pond water surface upper space flows, and prevents that water quality of pond from worsening.
The invention has the beneficial effects as follows, be the reservoir of water cell with the plastic module, adopts assembling construction, convenient, fast; Detachable strange land is built or plastics recycling again; Change the clad material of pond skeleton, can make common reservoir or infiltration type reservoir.Present technique helps protecting land resources, and good economic benefit and social benefit are arranged.
Description of drawings
The present invention is further described below in conjunction with drawings and Examples.
Fig. 1 is a scheme of installation of the present invention.
1. rainwater pipes among the figure, 2. pond water inlet sand sediment trap, 3. water inlet threeway, 3-1. screen cloth, 4. pond water inlet pipe, 5-1 low level abat-vent, the high-order abat-vent of 5-2,6. plastic module combination water pool pond body, 7-1. pond end face geotextiles, 7-2. side, pond geotextiles, 7-3. tank floor geotextiles, pond, 8-1. pond top board sand bedding, 8-2. side, pond back-up sand layer, 8-3. tank floor levelling layer of sand, 9. pond bleed off pipe, 10. pressure water supply pipe, 11. pressure water supply tube valve, 12. the pond blow-off pipe, 13. pond blow-off pipe valves, 14. pond wet wells, 15. supply-water pump, 16. the pond flowing water Valve, 17. pond outlet pipes, 18. pond basal layers, 19. rammed earth, 20. compressed air hose, 21. air compressors, 22. ponds excavation foundation trench.
The specific embodiment
In Fig. 1, the rainwater of collection is sent into pond water inlet sand sediment trap (2) with rainwater pipe (1), and in sand sediment trap, oarse-grained sedimentation is got off in the rainwater.Water inlet sand sediment trap (2) millpond water inlet pipe (4) links to each other with plastic module combination water pool pond body (6), into water threeway (3) is equipped with in pond water inlet pipe (4) end, the lower water inlet of threeway is established screen cloth (3-1), and the pond is full of the unnecessary rainwater in back and overflows from bleed off pipe (9).Water storage when the user supplies water, starts the supply-water pump of being located in the pond wet well (14) (15) with plastic module combination water pool, opens the valve (11) on the pressure water supply pipe (10), and at this moment, the blowoff valve (13) on the pond blow-off pipe (12) cuts out.When plastic module combination water pool is assembled into the use of infiltration pond, after the rainfall, flow into the rainwater in the pond, see through the permeable geotextiles (7-2) and side, the pond back-up sand layer (8-2) that are wrapped in the side, pond and in soil, permeate, self-restraint underground water.The valve (16) of pond outlet pipe (17) in the wet well of pond opened at ordinary times, closes when overhauling supply-water pump (15) or cleaning out well (14), prevents that the rainwater in the pond from pouring in the well.When inside, pond is cleaned, open air compressor (21) to compressed air hose (20) aerating system air feed, dashed the heavy mud at the bottom of the pond, body refuse water is imported in the wet well (14) by pond outlet pipe (17), open the supply-water pump (15) in the pond wet well (14), the blowoff valve of opening on the pond blow-off pipe (12) (13) is discharged body refuse water, and the valve (11) on pond feed pipe this moment (10) is closed.The air that low level abat-vent (5-1), high-order abat-vent (5-2) help pond water surface upper space flows, and prevents that water quality of pond from worsening.The sand bedding of pond top board (8-1) is used to keep the geotechnological performance of geotextiles, and the levelling layer of sand (8-3) of tank floor is used to guarantee that pond, pond body (6) is evenly stressed.Pond basal layer (18), soil rammed earth (19) are the general measures fixed by requirement of engineering.
Claims (5)
1. plastic module combination water pool is characterized in that: the pond is made up of several parts such as pond, pond body, pond water inlet sand sediment trap, pond wet well, high and low position abat-vent, pond water inlet pipe, pond outlet pipe, pond bleed off pipe, pond aerating systems.
2. plastic module combination water pool according to claim 1, it is characterized in that: pond, pond body is assembled into the pond skeleton with plastics water storage module, wrap up waterproofing geomembrane around the skeleton of pond, the pond constitutes the reservoir with simple function, wrap up permeable geotextiles around the skeleton, then constitute the infiltration pond that has water storage and infiltration dual-use function concurrently.
3. plastic module combination water pool according to claim 1 is characterized in that: water inlet sand sediment trap millpond water inlet pipe links to each other with pond, pond body, and into water threeway is equipped with in water inlet pipe end, pond, and the lower water inlet of threeway is established screen cloth.
4. plastic module combination water pool according to claim 1 is characterized in that: pond wet well millpond outlet pipe links to each other with pond, pond body, and the pond outlet pipe is established valve in the wet well of pond, establishes the blowdown of holding concurrently of pressure water supply pump in the wet well and uses.
5. plastic module combination water pool according to claim 1 is characterized in that: the aerating system of being made up of air compressor and compressed air hose.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100852195A CN101906797A (en) | 2009-06-04 | 2009-06-04 | Plastic module combination water pool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100852195A CN101906797A (en) | 2009-06-04 | 2009-06-04 | Plastic module combination water pool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101906797A true CN101906797A (en) | 2010-12-08 |
Family
ID=43262371
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009100852195A Pending CN101906797A (en) | 2009-06-04 | 2009-06-04 | Plastic module combination water pool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101906797A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102071720A (en) * | 2011-01-27 | 2011-05-25 | 陕西光熙创新科技有限公司 | Water storage tank |
| CN102605855A (en) * | 2012-03-21 | 2012-07-25 | 安徽滴滴节水科技有限公司 | Air-floatation box-type rainwater receiving matrix container with variable capacity |
| CN103572827A (en) * | 2013-10-17 | 2014-02-12 | 广东圣腾科技股份有限公司 | Novel rainwater precipitating and filtering vertical shaft |
| CN103806500A (en) * | 2012-11-14 | 2014-05-21 | 北京泰宁科创雨水利用技术股份有限公司 | Snow mountain melt water collection and utilization device |
| CN103850291A (en) * | 2014-03-14 | 2014-06-11 | 无锡市新都环保设备有限公司 | Honeycomb-shaped reinforcing water storage module and device, and installation method of device |
| CN105155614A (en) * | 2015-07-03 | 2015-12-16 | 中国十七冶集团有限公司 | Comprehensive utilization method of rainwater |
| CN105604127A (en) * | 2015-12-31 | 2016-05-25 | 武汉美华禹水环境有限公司 | Modular rainwater storage device |
| CN109487853A (en) * | 2018-12-25 | 2019-03-19 | 中力禾生态建设股份有限公司 | A kind of system and method cleaning municipal Bridge guardrail using rainwater |
| CN110282858A (en) * | 2019-07-31 | 2019-09-27 | 江苏天玻包装有限公司 | Glass producing system |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1920192A (en) * | 2006-09-08 | 2007-02-28 | 杨继新 | Method for collecting and utilizing rain water |
| CN1944823A (en) * | 2006-10-27 | 2007-04-11 | 吴晓根 | Combined member specially for discharging and storaging water |
| FR2932824A1 (en) * | 2008-06-19 | 2009-12-25 | Hydro M Bureau D Etude Et D Am | Weighted usage device for rain and underground water in e.g. residential building, has control unit activating pumping units on reception of low level signal and deactivating pumping units during absence of reception of signal |
-
2009
- 2009-06-04 CN CN2009100852195A patent/CN101906797A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1920192A (en) * | 2006-09-08 | 2007-02-28 | 杨继新 | Method for collecting and utilizing rain water |
| CN1944823A (en) * | 2006-10-27 | 2007-04-11 | 吴晓根 | Combined member specially for discharging and storaging water |
| FR2932824A1 (en) * | 2008-06-19 | 2009-12-25 | Hydro M Bureau D Etude Et D Am | Weighted usage device for rain and underground water in e.g. residential building, has control unit activating pumping units on reception of low level signal and deactivating pumping units during absence of reception of signal |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102071720A (en) * | 2011-01-27 | 2011-05-25 | 陕西光熙创新科技有限公司 | Water storage tank |
| CN102605855A (en) * | 2012-03-21 | 2012-07-25 | 安徽滴滴节水科技有限公司 | Air-floatation box-type rainwater receiving matrix container with variable capacity |
| CN103806500A (en) * | 2012-11-14 | 2014-05-21 | 北京泰宁科创雨水利用技术股份有限公司 | Snow mountain melt water collection and utilization device |
| CN103806500B (en) * | 2012-11-14 | 2015-07-15 | 北京泰宁科创雨水利用技术股份有限公司 | Snow mountain melt water collection and utilization device |
| CN103572827A (en) * | 2013-10-17 | 2014-02-12 | 广东圣腾科技股份有限公司 | Novel rainwater precipitating and filtering vertical shaft |
| CN103572827B (en) * | 2013-10-17 | 2016-02-03 | 广东圣腾科技股份有限公司 | A kind of Novel rainwater sedimentation and filtration vertical shaft |
| CN103850291A (en) * | 2014-03-14 | 2014-06-11 | 无锡市新都环保设备有限公司 | Honeycomb-shaped reinforcing water storage module and device, and installation method of device |
| CN105155614A (en) * | 2015-07-03 | 2015-12-16 | 中国十七冶集团有限公司 | Comprehensive utilization method of rainwater |
| CN105604127A (en) * | 2015-12-31 | 2016-05-25 | 武汉美华禹水环境有限公司 | Modular rainwater storage device |
| CN109487853A (en) * | 2018-12-25 | 2019-03-19 | 中力禾生态建设股份有限公司 | A kind of system and method cleaning municipal Bridge guardrail using rainwater |
| CN110282858A (en) * | 2019-07-31 | 2019-09-27 | 江苏天玻包装有限公司 | Glass producing system |
| CN110282858B (en) * | 2019-07-31 | 2024-04-19 | 江苏天玻包装有限公司 | Glass production system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| C53 | Correction of patent of invention or patent application | ||
| CB02 | Change of applicant information |
Address after: 102200 Beijing City, Changping District science and Technology Park, Lianghui River Road No. 6 building 405-425 room Applicant after: Beijing Tidelion S&I Rainwater Harvesting Technology Co.,Ltd. Address before: 102200, Beijing, Changping District, Ma Chi Town, white floating village pioneer farm Applicant before: BEIJING TIDELION KECHUANG SCIENCE & TECHNOLOGY Co.,Ltd. |
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| COR | Change of bibliographic data |
Free format text: CORRECT: APPLICANT; FROM: BEIJING TIDELION KECHUANG SCIENCE + TECHNOLOGY CO., LTD. TO: BEIJING TIDELION S+I RAINWATER HARVESTING TECHNOLOGY CO., LTD. |
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| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20101208 |