CN104831599A - Composite water storage and drainage environment-friendly ground - Google Patents
Composite water storage and drainage environment-friendly ground Download PDFInfo
- Publication number
- CN104831599A CN104831599A CN201510195972.5A CN201510195972A CN104831599A CN 104831599 A CN104831599 A CN 104831599A CN 201510195972 A CN201510195972 A CN 201510195972A CN 104831599 A CN104831599 A CN 104831599A
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- China
- Prior art keywords
- layer
- gutter
- environmental protection
- porous base
- base course
- Prior art date
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title abstract description 24
- 239000002131 composite material Substances 0.000 title abstract 4
- 238000007689 inspection Methods 0.000 claims abstract description 18
- 239000002689 soil Substances 0.000 claims abstract description 16
- 239000011449 brick Substances 0.000 claims abstract description 14
- 230000007613 environmental effect Effects 0.000 claims description 19
- 150000001875 compounds Chemical class 0.000 claims description 16
- 239000011380 pervious concrete Substances 0.000 claims description 9
- 238000001914 filtration Methods 0.000 claims description 6
- 210000004907 gland Anatomy 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 3
- 239000004567 concrete Substances 0.000 claims description 3
- 239000011800 void material Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 description 7
- 238000004064 recycling Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000013440 design planning Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 230000004941 influx Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- 239000013589 supplement Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
Classifications
-
- 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
-
- 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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Sewage (AREA)
- Road Paving Structures (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a composite water storage and drainage environment-friendly ground, wherein a plurality of garden inspection wells are arranged in a green land on the composite water storage and drainage environment-friendly ground, a water permeable brick layer, a water permeable paving layer, a cast-in-place water permeable layer, a water permeable base layer and a rammed soil layer are sequentially connected in a road on the composite water storage and drainage environment-friendly ground from top to bottom, and a plurality of road inspection wells are arranged between vertical sections of the water permeable brick layer, the water permeable paving layer, the cast-in-place water permeable layer, the water permeable base layer and the rammed soil layer.
Description
Technical field
The present invention relates to a kind of environmental protection ground, particularly relate to a kind of compound drainage environmental protection ground.
Background technology
The development of modern city makes City Building constantly expand, in city various construction thing make original natural soil surface cover by the material such as cement and pitch, thus cause many environmental problems, as surface flow increases, rainy day ponding causes disaster, underground water supplements minimizing and urban heat land effect etc., improve urban environment and become the problem must paid close attention in current Process of Urban Development, particularly when New Buildings design planning, must consider that water resource is recycled and energy-saving and emission-reduction, but existing pervious surface mainly reduces surface flow by pervious layer retaining, reduce surface pond water level and shorten the surface pond time, but can not well realize for the soil grass-root that transmission coefficient is little, and do not possess retaining recycling function yet, and part pervious surface arranges rain water collecting system, ground rainwater by pipe influx at reservoir, rainwater recycling is realized again by pumping equipment, but its complex structure, cost is higher, involve a wide range of knowledge, very flexible and the defect being unfavorable for popularizing.
Summary of the invention
The object of the present invention is to provide a kind of compound drainage environmental protection ground, solve various construction thing in city make original natural soil surface cover by the material such as cement and pitch, thus cause many environmental problems, as surface flow increases, rainy day ponding causes disaster, underground water supplements minimizing and urban heat land effect increases the weight of, improve urban environment and become the problem must paid close attention in current Process of Urban Development, particularly when New Buildings design planning, must consider that water resource is recycled and energy-saving and emission-reduction, but existing pervious surface mainly reduces surface flow by pervious layer retaining, reduce surface pond water level and shorten the surface pond time, but can not well realize for the soil grass-root that transmission coefficient is little, and do not possess retaining recycling function yet, and part pervious surface arranges rain water collecting system, ground rainwater by pipe influx at reservoir, rainwater recycling is realized again by pumping equipment, but its complex structure, cost is higher, involve a wide range of knowledge, very flexible and the problem being unfavorable for popularizing.
The present invention is achieved in that it comprises compacting soil layer, porous base course, cast-in-place pervious layer, permeable paving layer, permeable brick layer, manhole top cover, gutter one, gutter two, bed course, road inspection well, soakaway trench, overflow pipe, gardens manhole, is characterized in that: described compound drainage environmental protection ground is provided with several gardens manholes in greenery patches, is connected with permeable brick layer from top to bottom in turn in the ground road of described compound drainage environmental protection, permeable paving layer, cast-in-place pervious layer, porous base course and compacting soil layer, described permeable brick layer, permeable paving layer, cast-in-place pervious layer, be provided with several road inspection wells between the vertical cross section of porous base course and compacting soil layer, described road inspection well is provided with manhole top cover from top to bottom successively, gutter one and gutter two, several gutter one one end described are evenly distributed on the borehole wall of road inspection well, described gutter one one end connects turning gland, described gutter one other end connects porous base course, between described gutter one in same level, bottom described gutter one with porous base course bottom vertical distance be 50MM, described gardens manhole is provided with manhole top cover from top to bottom successively, overflow pipe and soakaway trench, described soakaway trench external surface is provided with several tiny holes, is provided with bed course immediately below described gardens manhole and road inspection well, and described gutter two is connected municipal drain with overflow pipe.
Described cast-in-place pervious layer adopts the pervious concrete of 100MM-200MM thickness; The continuous porosity of described pervious concrete is 15%-25%; The spacing of temperature joint in length and breadth of described pervious concrete is 4000MM-6000MM.
Described porous base course adopts the macadam of 150MM-250MM thickness; The void content of described porous base course is 20%-40%.
Described soakaway trench surrounding lays rubble filtration beds.
The cuboid that described bed course adopts C10 concrete casting to build up.
Described gutter one is connected porous base course one end with soakaway trench is provided with latticed filtering cover.
Described manhole top cover upper surface is evenly distributed with several leaking holes.
Technique effect of the present invention is: simple structure of the present invention, easy construction, use are flexible and with low cost, has to reduce that excess surface water is caused disaster, alleviating urban heat island effect, to save water and energy and the effect of noise reduction dust suction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Fig. 2 is the structural representation of road inspection well of the present invention.
Fig. 3 is the structural representation of gardens of the present invention manhole.
In the drawings, 1, compacting soil layer 2, porous base course 3, cast-in-place pervious layer 4, permeable paving layer 5, permeable brick layer 6, manhole top cover 7, gutter 1, gutter 29, bed course 10, road inspection well 11, soakaway trench 12, overflow pipe 13, gardens manhole.
Detailed description of the invention
Composition graphs 1, 2, 3 illustrate the present invention, described compound drainage environmental protection ground is provided with several gardens manholes 13 in greenery patches, described compound drainage environmental protection ground is connected with permeable brick layer 5 in turn in road from top to bottom, permeable paving layer 4, cast-in-place pervious layer 3, porous base course 2 and compacting soil layer 1, described permeable brick layer 5, permeable paving layer 4, cast-in-place pervious layer 3, several road inspection wells 10 are provided with between the vertical cross section of porous base course 2 and compacting soil layer 1, described road inspection well 10 is provided with manhole top cover 6 from top to bottom successively, gutter 1 and gutter 28, several gutter 1 one end described are evenly distributed on the borehole wall of road inspection well 10, described gutter 1 one end connects turning gland, described gutter 1 other end connects porous base course 2, between described gutter 1 in same level, bottom described gutter 1 with porous base course 2 bottom vertical distance be 50MM, described gardens manhole 13 is provided with manhole top cover 6 from top to bottom successively, overflow pipe 12 and soakaway trench 11, described soakaway trench 11 external surface is provided with several tiny holes, bed course 9 is provided with immediately below described gardens manhole 13 and road inspection well 10, described gutter 28 is connected municipal drain with overflow pipe 12.
Described cast-in-place pervious layer 3 adopts the pervious concrete of 100MM-200MM thickness; The continuous porosity of described pervious concrete is 15%-25%; The spacing of temperature joint in length and breadth of described pervious concrete is 4000MM-6000MM.
Described porous base course 2 adopts the macadam of 150MM-250MM thickness; The void content of described porous base course 2 is 20%-40%.
Described soakaway trench 11 surrounding lays rubble filtration beds, so prevents the tiny hole on silt blocking soakaway trench 11.
The cuboid that described bed course 9 adopts C10 concrete casting to build up.
Described gutter 1 is connected porous base course 2 one end with soakaway trench 11 is provided with latticed filtering cover.
Described manhole top cover 6 upper surface is evenly distributed with several leaking holes.
The average water retention capacity of unit area of the present invention is 0.09m
3being converted to amount of precipitation is 90mm, consult meteorological data known: by 12h rainfall standard (mm), light rain < 5 MM, moderate rain 5-14.9 MM, heavy rain 15-29.9 MM, heavy rain 30-69.9 MM, torrential rain 70-139.9 MM, extra torrential rain > 140 MM, therefore, under not considering that soil infiltration and rainwater flow into drainage system situation, also 12 hours rainstorm weathers not ponding can be realized, flow into displacement by 40% to consider, 12 hours Heavy Rain earth's surface not ponding can be realized.
When the present invention is applied in garage ground, do not lay permeable brick layer 5 and permeable paving layer 4; When the present invention is applied in People's Bank of China ground, as sidewalk, landscape walkway, the little square of leisure etc., permeable brick layer 5 and permeable paving layer 4 can be laid.
During use, user adjusts the angle of turning gland and gutter 1, thus the reserve-water-level in adjustment porous base course 2, when rain, rainwater flows in porous base course 2 by manhole top cover 6, permeable brick layer 5, permeable paving layer 4 and cast-in-place pervious layer 3, unnecessary rainwater is entered in municipal drain by gutter 28 and overflow pipe 12, and the water in porous base course 2 and gardens manhole 13 gives ground plant irrigation by soakaway trench 11; When weather stops rain, the water in porous base course 2 is evaporated in air, can regulate air themperature and humidity, alleviating urban heat island effect, and its loose structure also has the effect of noise reduction dust suction.
Above-described embodiment is only be described the preferred embodiment of the present invention; not scope of the present invention is limited; under not departing from the present invention and designing the prerequisite of spirit; the various distortion that those of ordinary skill in the art make technical scheme of the present invention and improvement, all should fall in protection domain that claims of the present invention determines.
Claims (7)
1. a compound drainage environmental protection ground, it comprises compacting soil layer, porous base course, cast-in-place pervious layer, permeable paving layer, permeable brick layer, manhole top cover, gutter one, gutter two, bed course, road inspection well, soakaway trench, overflow pipe, gardens manhole, is characterized in that: described compound drainage environmental protection ground is provided with several gardens manholes in greenery patches, is connected with permeable brick layer from top to bottom in turn in the ground road of described compound drainage environmental protection, permeable paving layer, cast-in-place pervious layer, porous base course and compacting soil layer, described permeable brick layer, permeable paving layer, cast-in-place pervious layer, be provided with several road inspection wells between the vertical cross section of porous base course and compacting soil layer, described road inspection well is provided with manhole top cover from top to bottom successively, gutter one and gutter two, several gutter one one end described are evenly distributed on the borehole wall of road inspection well, described gutter one one end connects turning gland, described gutter one other end connects porous base course, between described gutter one in same level, bottom described gutter one with porous base course bottom vertical distance be 50MM, described gardens manhole is provided with manhole top cover from top to bottom successively, overflow pipe and soakaway trench, described soakaway trench external surface is provided with several tiny holes, is provided with bed course immediately below described gardens manhole and road inspection well, and described gutter two is connected municipal drain with overflow pipe.
2. a kind of compound drainage environmental protection ground according to claim 1, is characterized in that: described cast-in-place pervious layer adopts the pervious concrete of 100MM-200MM thickness; The continuous porosity of described pervious concrete is 15%-25%; The spacing of temperature joint in length and breadth of described pervious concrete is 4000MM-6000MM.
3. a kind of compound drainage environmental protection ground according to claim 1, is characterized in that: described porous base course adopts the macadam of 150MM-250MM thickness; The void content of described porous base course is 20%-40%.
4. a kind of compound drainage environmental protection ground according to claim 1, is characterized in that: described soakaway trench surrounding lays rubble filtration beds.
5. a kind of compound drainage environmental protection ground according to claim 1, is characterized in that: the cuboid that described bed course adopts C10 concrete casting to build up.
6. a kind of compound drainage environmental protection ground according to claim 1, is characterized in that: described gutter one is connected porous base course one end with soakaway trench is provided with latticed filtering cover.
7. a kind of compound drainage environmental protection ground according to claim 1, is characterized in that: described manhole top cover upper surface is evenly distributed with several leaking holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510195972.5A CN104831599B (en) | 2015-04-23 | 2015-04-23 | Composite water storage and drainage environment-friendly ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510195972.5A CN104831599B (en) | 2015-04-23 | 2015-04-23 | Composite water storage and drainage environment-friendly ground |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104831599A true CN104831599A (en) | 2015-08-12 |
| CN104831599B CN104831599B (en) | 2017-03-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510195972.5A Active CN104831599B (en) | 2015-04-23 | 2015-04-23 | Composite water storage and drainage environment-friendly ground |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104831599B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544417A (en) * | 2016-02-23 | 2016-05-04 | 南开大学 | Method for enabling pavements to have strong rainwater storage capacity and reducing rainwater loss |
| CN107988867A (en) * | 2017-12-30 | 2018-05-04 | 南京理工大学泰州科技学院 | A kind of novel water permeable road and its construction method |
| CN108118580A (en) * | 2017-12-20 | 2018-06-05 | 花王生态工程股份有限公司 | A kind of permeable road of ecology garden landscape |
| CN108560679A (en) * | 2018-06-27 | 2018-09-21 | 江西师范大学 | A kind of drainage pipeline with biological corridor function |
| CN108755343A (en) * | 2018-08-07 | 2018-11-06 | 江西师范大学 | A kind of pavement with compound drainage function |
| CN111893823A (en) * | 2020-07-30 | 2020-11-06 | 宁波市天莱园林建设工程有限公司 | Permeable road and paving method thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001207404A (en) * | 2000-01-24 | 2001-08-03 | Showa Kogyo Kk | Permeable pavement structure of road |
| KR100661474B1 (en) * | 2006-01-27 | 2006-12-28 | (주)한국해외기술공사 | Structure for preventing slip of road and its constructing method |
| KR100847267B1 (en) * | 2007-05-17 | 2008-07-18 | 한국도로공사 | Pavement structure for reducing heat island |
| KR100856420B1 (en) * | 2008-06-02 | 2008-09-04 | 임태원 | Nonskid binder with reflection quality about heat |
| JP4230382B2 (en) * | 2004-02-26 | 2009-02-25 | 住友大阪セメント株式会社 | Permeable pavement and construction method of permeable pavement |
| JP2010090530A (en) * | 2008-10-03 | 2010-04-22 | Wataru Iimura | Paving material, paving method, and pavement |
| KR101183187B1 (en) * | 2012-04-06 | 2012-09-18 | 주식회사 가나 | Combined paving method |
| CN204780521U (en) * | 2015-04-23 | 2015-11-18 | 江西师范大学 | Composite water storage and drainage environment-friendly ground |
-
2015
- 2015-04-23 CN CN201510195972.5A patent/CN104831599B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2001207404A (en) * | 2000-01-24 | 2001-08-03 | Showa Kogyo Kk | Permeable pavement structure of road |
| JP4230382B2 (en) * | 2004-02-26 | 2009-02-25 | 住友大阪セメント株式会社 | Permeable pavement and construction method of permeable pavement |
| KR100661474B1 (en) * | 2006-01-27 | 2006-12-28 | (주)한국해외기술공사 | Structure for preventing slip of road and its constructing method |
| KR100847267B1 (en) * | 2007-05-17 | 2008-07-18 | 한국도로공사 | Pavement structure for reducing heat island |
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| JP2010090530A (en) * | 2008-10-03 | 2010-04-22 | Wataru Iimura | Paving material, paving method, and pavement |
| KR101183187B1 (en) * | 2012-04-06 | 2012-09-18 | 주식회사 가나 | Combined paving method |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544417A (en) * | 2016-02-23 | 2016-05-04 | 南开大学 | Method for enabling pavements to have strong rainwater storage capacity and reducing rainwater loss |
| CN108118580A (en) * | 2017-12-20 | 2018-06-05 | 花王生态工程股份有限公司 | A kind of permeable road of ecology garden landscape |
| CN108118580B (en) * | 2017-12-20 | 2023-09-29 | 花王生态工程股份有限公司 | Ecological landscape permeable road |
| CN107988867A (en) * | 2017-12-30 | 2018-05-04 | 南京理工大学泰州科技学院 | A kind of novel water permeable road and its construction method |
| CN108560679A (en) * | 2018-06-27 | 2018-09-21 | 江西师范大学 | A kind of drainage pipeline with biological corridor function |
| CN108755343A (en) * | 2018-08-07 | 2018-11-06 | 江西师范大学 | A kind of pavement with compound drainage function |
| CN111893823A (en) * | 2020-07-30 | 2020-11-06 | 宁波市天莱园林建设工程有限公司 | Permeable road and paving method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104831599B (en) | 2017-03-08 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Fan Zhenggen Inventor after: Mi Yaqiong Inventor before: Fan Zhenggen |
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| COR | Change of bibliographic data | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210519 Address after: 330020 Zhonglian building, 396 Hezhou Road, Nanchang County, Nanchang City, Jiangxi Province Patentee after: ZHONGLIAN CONSTRUCTION GROUP Co.,Ltd. Address before: No.99 Ziyang Avenue, Nanchang City, Jiangxi Province 330000 Patentee before: Jiangxi Normal University |