CN106978845A - Plough groove type rainwater collection pool and rainwater on road surface collection method - Google Patents
Plough groove type rainwater collection pool and rainwater on road surface collection method Download PDFInfo
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- CN106978845A CN106978845A CN201710198361.5A CN201710198361A CN106978845A CN 106978845 A CN106978845 A CN 106978845A CN 201710198361 A CN201710198361 A CN 201710198361A CN 106978845 A CN106978845 A CN 106978845A
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- groove
- rainwater
- water
- plate
- road surface
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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
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
-
- 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
- E03F5/101—Dedicated additional structures, interposed or parallel to the sewer system
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- Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of plough groove type rainwater collection pool, belong to collecting-tank technical field, including being arranged on the groove being made up of below road surface concrete, the groove top surface is provided with cover plate, the top half of groove side surface is water permeating board, the latter half of groove side surface is water storage plate, and trench bottom surfaces are provided with bottom plate；The cover plate and water permeating board are made up of pervious concrete, the water storage plate and bottom plate are made up of water tight concrete, the plough groove type rainwater collection pool of the present invention can utilize square, road carries out large underground area arrangement, the collection for carrying out rainwater is permeated by road surface, it is fast with rainwater-collecting speed, and the effect filtered to rainwater, the top half of groove side plate uses permeable concrete, the water level in water level and soil in groove can mutual seepage, the latter half of groove side plate uses water tight concrete, water level in groove can be stored and storage capacity is big, condition is created for the after-treatment and integrated application of rainwater.
Description
Technical field
The present invention relates to collecting-tank technical field, especially a kind of plough groove type rainwater collection pool and rainwater on road surface collection side
Method.
Background technology
Industry at present and civil buildings place, for convenience rainwater on road surface discharge generally set in the middle of road surface and are raised slightly,
Road surface both sides set collector nozzle, are connected and are emitted into rivers and lakes with municipal drainage pipe network by underground pipe network, so as to protect as far as possible
The road location of card road surface center section does not have ponding, and rainwater is not collected, stored and utilized, and causes a large amount of treasured
Expensive water resource is wasted.
In view of the above-mentioned problems, Publication No. CN101046119A Chinese invention patent discloses a kind of ground or roof rain
The laying method of water collection system, its lay step be：Laying has the waterproof layer of certain slope first, and waterproof layer can be by rainwater
The groove that catchments specified is directed into, the permeable top layer of level is laid on waterproof layer, is then mated formation on permeable top layer permeable pre-
Product；After raining, after rainwater is through the filtering on permeable top layer, it is flowed to and is catchmented in groove under the guiding of waterproof layer.
But above-mentioned technical proposal is used, rainwater is that, in permeable table intrastratal flow, its mobility is poor, such as runs into rainwater larger
When, rainwater can not be flowed away by infiltration in time, easily cause surface gathered water.
The content of the invention
The technical problem to be solved in the invention is to provide a kind of groove that quickly rainwater can be drained and is collected
Formula rainwater collection pool and rainwater on road surface collection method.
In order to solve the above technical problems, the technical solution adopted in the present invention is：
Plough groove type rainwater collection pool, including it is arranged on the groove being made up of below road surface concrete, it is characterised in that：The groove
Top surface is provided with cover plate, and the top half of groove side surface is water permeating board, and the latter half of groove side surface is water storage plate, and trench bottom surfaces are set
There is bottom plate；The cover plate and water permeating board are made up of pervious concrete, and the water storage plate and bottom plate are made up of water tight concrete.
Technical solution of the present invention further improvement is that：The bottom of the cover plate is provided with support column.
Technical solution of the present invention further improvement is that：The cover plate both sides are provided with curb.
Technical solution of the present invention further improvement is that：The curb is higher by 5~10mm of both sides ground.
Technical solution of the present invention further improvement is that：Mixed inside the cover plate equipped with anti-corrosion reinforcing bar or using steel fibre
Solidifying soil is constituted.
Technical solution of the present invention further improvement is that：The water penetration of the cover plate is more than the water penetration of water permeating board.
Rainwater on road surface collection method, comprises the following steps：
Step A, concrete groove is buried immediately below road surface, trench floor and groove side plate are made using water tight concrete
The latter half；
Step B, top half and Ditch cover board using pervious concrete making groove side plate；
Step C, the upper surface of cover plate is set to road surface, the top half and Ditch cover board of groove side plate constitute infiltration area, groove
The latter half of side plate and trench floor constitute storage area；
Water in step D, groove storage area is by confluxing into tank.
Technical solution of the present invention further improvement is that：The bottom of the cover plate is provided with support column.
Technical solution of the present invention further improvement is that：The cover plate both sides are provided with curb.
Technical solution of the present invention further improvement is that：Mixed inside the cover plate equipped with anti-corrosion reinforcing bar or using steel fibre
Solidifying soil is constituted.
By adopting the above-described technical solution, the technological progress that the present invention is obtained is：
The plough groove type rainwater collection pool of the present invention can carry out large underground area arrangement using square, road, be penetrated into by road surface
The collection of row rainwater, with the effect that rainwater-collecting speed is fast and is filtered to rainwater, the top half of groove side plate is used
The water level in water level and soil in permeable concrete, groove can mutual seepage, the latter half of groove side plate is using impermeable
Water level in water coagulation soil, groove can be stored and storage capacity is big, is that the after-treatment and integrated application of rainwater create condition.
The rainwater-collecting speed of the rainwater on road surface collection method of the present invention is fast, and amount of storage of the rainwater in groove is big, in ditch
When trough inner water position is higher than storage area, the water in groove can carry out seepage into soil, when water level is less than infiltration area in groove, ditch
Groove can be stored to rainwater, it is ensured that have sufficient rainwater water level in groove.
Brief description of the drawings
Fig. 1 is the main structure diagram of plough groove type rainwater collection pool in the present invention；
Wherein, 1, cover plate, 1-1, curb, 2, water permeating board, 3, water storage plate, 4, bottom plate.
Embodiment
The present invention is described in further details with reference to embodiment：
As shown in figure 1, plough groove type rainwater collection pool, including the groove below road surface is arranged on, groove is made up of concrete, groove
Outside is directly contacted with soil；Groove top surface is provided with cover plate 1, and the top half of groove side surface is water permeating board 2, cover plate 1 and infiltration
Plate 2 is made up of pervious concrete；The latter half of groove side surface is water storage plate 3, and trench bottom surfaces are provided with bottom plate 4, water storage plate 3 and bottom
Plate 4 is made up of water tight concrete.
Pervious concrete is also known as celluar concrete, non-fine concrete, permeable terrace；Be by aggregate, cement and water mixing and
Into a kind of porous light concrete, it be free of fine aggregate, by coarse aggregate Surface coating a thin layer cement mortar mutually bond and shape
Into the equally distributed alveolate texture in hole, therefore with ventilative, permeable and lightweight feature.
In order that road surface is more solid, steel fiber reinforced concrete system is used equipped with anti-corrosion reinforcing bar or by cover plate 1 inside cover plate 1
Constitute, the bottom of cover plate 1 is provided with support column；Wherein, anti-corrosion reinforcing bar includes paint anti-corrosion, galvanizing by dipping, electric arc spraying anti-corrosion
Or the reinforcing bar directly made using the material with anti-corrosion function；Wherein, the cover plate 1 made using steel fiber reinforced concrete, can
Situation applied to the smaller width in road surface.
Soil is flowed on road surface in place in order to prevent road surface both sides, and curb 1-1, curb are provided with the both sides of cover plate 1
Stone 1-1 is higher by 5~10mm of both sides ground.
In order that structure more reasonable, cost is more saved, the water penetration of cover plate 1 is set to be more than the water penetration of water permeating board 2.
As shown in figure 1, rainwater on road surface collection method, comprises the following steps.
Step A, the embedded concrete groove immediately below road surface, trench floor 4 and groove are made using water tight concrete
The latter half of side plate.
Step B, top half and Ditch cover board 1 using pervious concrete making groove side plate.
Step C, the upper surface of cover plate 1 is set to road surface, the top half and Ditch cover board 1 of groove side plate constitute infiltration
The latter half of area, trench floor 4 and groove side plate constitutes storage area.
Water in step D, groove is entered in tank by confluxing, and provided with valve at the connector of groove and tank
Door, makes groove have the function of storing a large amount of rainwater.
When rainy, rainwater on road surface enters groove by cover plate 1, at the same the soil in the place of road surface both sides ooze under water
It is that water permeating board 2 enters groove also by the top half of groove side plate.
When for some reason, making the water level in groove be higher than behind storage area, the water in groove can also pass through water permeating board 2
Penetrate into the soil of both sides, it is to avoid water level is too high in groove diffuses out road surface.
The latter half of groove is water storage plate 3, and water storage plate 3 and bottom plate 4 constitute storage area, and storage area makes usual when,
A certain amount of water can be stored in groove, can be collected in time into tank when needing with water.
In order to preferably support road surface, it is furnished with anti-corrosion reinforcing bar inside cover plate 1 or cover plate 1 is used into steel fiber reinforced concrete
Make and constitute, and support column is provided with the bottom of cover plate 1；Wherein, anti-corrosion reinforcing bar includes paint anti-corrosion, galvanizing by dipping, electric arc spray
Apply anti-corrosion or the reinforcing bar directly made using the material with anti-corrosion function；Wherein, the lid made using steel fiber reinforced concrete
Plate 1, can be applied to the situation of the smaller width in road surface.
Soil is flowed on road surface in place in order to prevent road surface both sides, and curb 1-1, curb are provided with the both sides of cover plate 1
Stone 1-1 is higher by 5~10mm of both sides ground.
Claims (10)
1. plough groove type rainwater collection pool, including it is arranged on the groove being made up of below road surface concrete, it is characterised in that：The ditch
Groove top surface is provided with cover plate（1）, the top half of groove side surface is water permeating board（2）, the latter half of groove side surface is water storage plate
（3）, trench bottom surfaces are provided with bottom plate（4）；The cover plate（1）And water permeating board（2）It is made up of pervious concrete, the water storage plate（3）
And bottom plate（4）It is made up of water tight concrete.
2. plough groove type rainwater collection pool according to claim 1, it is characterised in that：The cover plate（1）Bottom provided with branch
Dagger.
3. plough groove type rainwater collection pool according to claim 1, it is characterised in that：The cover plate（1）Both sides are provided with curb
Stone（1-1）.
4. plough groove type rainwater collection pool according to claim 3, it is characterised in that：The curb（1-1）It is higher by both sides
5~10mm of ground.
5. plough groove type rainwater collection pool according to claim 1, it is characterised in that：The cover plate（1）It is furnished with anti-corrosion in inside
Reinforcing bar is constituted using steel fiber reinforced concrete.
6. plough groove type rainwater collection pool according to claim 1, it is characterised in that：The cover plate（1）Water penetration be more than
Water permeating board（2）Water penetration.
7. rainwater on road surface collection method, it is characterised in that comprise the following steps：
Step A, the embedded concrete groove immediately below road surface, trench floor is made using water tight concrete（4）And channel side
The latter half of plate；
Step B, top half and Ditch cover board using pervious concrete making groove side plate（1）；
Step C, by cover plate（1）Upper surface be set to road surface, the top half and Ditch cover board of groove side plate（1）Constitute infiltration
Area, the latter half of groove side plate and trench floor（4）Constitute storage area；
Water in step D, groove storage area is by confluxing into tank.
8. rainwater on road surface collection method according to claim 7, it is characterised in that：The cover plate（1）Bottom provided with branch
Dagger.
9. rainwater on road surface collection method according to claim 7, it is characterised in that：The cover plate（1）Both sides are provided with curb
Stone（1-1）.
10. rainwater on road surface collection method according to claim 7, it is characterised in that：The cover plate（1）It is furnished with anti-corrosion in inside
Reinforcing bar is constituted using steel fiber reinforced concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710198361.5A CN106978845A (en) | 2017-03-29 | 2017-03-29 | Plough groove type rainwater collection pool and rainwater on road surface collection method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710198361.5A CN106978845A (en) | 2017-03-29 | 2017-03-29 | Plough groove type rainwater collection pool and rainwater on road surface collection method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106978845A true CN106978845A (en) | 2017-07-25 |
Family
ID=59338530
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710198361.5A Pending CN106978845A (en) | 2017-03-29 | 2017-03-29 | Plough groove type rainwater collection pool and rainwater on road surface collection method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106978845A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107858888A (en) * | 2017-10-20 | 2018-03-30 | 四川大学 | A kind of hollow layer-stepping lightweight shell concrete plants raw component and its construction method |
| CN110409558A (en) * | 2019-08-15 | 2019-11-05 | 浙江省交通规划设计研究院有限公司 | The rainwater utilization system and construction method of greenbelt |
| CN114032722A (en) * | 2021-11-18 | 2022-02-11 | 浙江杭徽高速公路有限公司 | Assembled transverse drainage device for ultrahigh transition section of highway |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201128852Y (en) * | 2007-10-31 | 2008-10-08 | 北京仁创生态环保科技有限公司 | Road permeable device |
| KR20110128474A (en) * | 2010-05-24 | 2011-11-30 | (주)자연과환경 | System for treating infiltration water |
| JP2013167057A (en) * | 2012-02-14 | 2013-08-29 | Sekisui Plastics Co Ltd | Rainwater disposal facility |
| CN104452956A (en) * | 2014-11-18 | 2015-03-25 | 珠海市水通环保设备有限公司 | Porous pavement base layer water storage module and manufacturing method thereof |
| CN204959865U (en) * | 2015-09-18 | 2016-01-13 | 上海水源地建设发展有限公司 | Rainwater collect hold module and mould and road temporarily, system is held temporarily in rainwater collection in square |
| CN106284591A (en) * | 2016-09-18 | 2017-01-04 | 河海大学 | A kind of pervious concrete pipeline system reducing rain water pollutant content |
-
2017
- 2017-03-29 CN CN201710198361.5A patent/CN106978845A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201128852Y (en) * | 2007-10-31 | 2008-10-08 | 北京仁创生态环保科技有限公司 | Road permeable device |
| KR20110128474A (en) * | 2010-05-24 | 2011-11-30 | (주)자연과환경 | System for treating infiltration water |
| JP2013167057A (en) * | 2012-02-14 | 2013-08-29 | Sekisui Plastics Co Ltd | Rainwater disposal facility |
| CN104452956A (en) * | 2014-11-18 | 2015-03-25 | 珠海市水通环保设备有限公司 | Porous pavement base layer water storage module and manufacturing method thereof |
| CN204959865U (en) * | 2015-09-18 | 2016-01-13 | 上海水源地建设发展有限公司 | Rainwater collect hold module and mould and road temporarily, system is held temporarily in rainwater collection in square |
| CN106284591A (en) * | 2016-09-18 | 2017-01-04 | 河海大学 | A kind of pervious concrete pipeline system reducing rain water pollutant content |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107858888A (en) * | 2017-10-20 | 2018-03-30 | 四川大学 | A kind of hollow layer-stepping lightweight shell concrete plants raw component and its construction method |
| CN110409558A (en) * | 2019-08-15 | 2019-11-05 | 浙江省交通规划设计研究院有限公司 | The rainwater utilization system and construction method of greenbelt |
| CN114032722A (en) * | 2021-11-18 | 2022-02-11 | 浙江杭徽高速公路有限公司 | Assembled transverse drainage device for ultrahigh transition section of highway |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 050031 Changan District, Hebei, China, North Street, building No. 6, No. Applicant after: China Electric Power Construction Group Hebei electric survey and Design Research Institute Co., Ltd. Address before: 050031 Changan District, Hebei, China, North Street, building No. 6, No. Applicant before: Hebei Province Power Surveying Design & Research Institute |
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| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170725 |