CN201485768U - Road drainage system - Google Patents
Road drainage system Download PDFInfo
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- CN201485768U CN201485768U CN2009202223992U CN200920222399U CN201485768U CN 201485768 U CN201485768 U CN 201485768U CN 2009202223992 U CN2009202223992 U CN 2009202223992U CN 200920222399 U CN200920222399 U CN 200920222399U CN 201485768 U CN201485768 U CN 201485768U
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- drainage system
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Abstract
The utility model relates to a road drainage system, which comprises a road surface drainage part and a road side drainage part, wherein the road surface drainage part is sequentially provided with a base layer, a waterproof layer and a permeable layer from bottom to top; a road surface drainage groove is arranged above the waterproof layer; the road side drainage part comprises permeable paving stones and road side drainage grooves; the permeable paving stones are arranged at the two sides of the road next to the road surface drainage part; the road side drainage grooves are arranged under the permeable paving stones; the permeable paving stone comprises a permeable surface layer and a permeable reinforcing layer; permeable material is contained in the permeable surface layer; the permeable reinforcing layer is adjacently connected with the inner surface of the permeable surface layer; and the permeable reinforcing layer is internally provided with a hollow cavity. In the utility model, the road drainage system is provided with the road surface drainage part and the road side drainage part, and the road side drainage part is provided with a guide hollow cavity, therefore, after quickly permeating the permeable surface layer, the rainwater can be drained away, thereby ensuring the normal traffic of vehicles and the passing of passers-by.
Description
Technical field
The utility model relates to a kind of drainage system, especially relates to a kind of road drainage system.
Background technology
Current when raining for convenience, slightly raised in the middle of the road surface mostly is is compared the structure that descends slightly in the middle of the road surface near the both sides of curb, is not have ponding for the road location that guarantees the road surface mid portion as far as possible like this.The draining on existing ground all is to rely on the following mouth of a river and the sewer pipe draining that is arranged on the roadside.At above-mentioned technical problem, publication number is the laying method that the Chinese patent literature of CN101046119A discloses a kind of ground or roof rain water collecting system, it is as follows that it lays step: at first laying certain thickness waterproofing course on the roof or on the ground of compacting, and making described waterproofing course have certain gradient or be furnished with some grooves that catchment certain slope, that rainwater can be directed into the catchment of appointment that have on it; On waterproofing course, lay permeable top layer; Or on waterproofing course, lay one deck porous base course, levelling, the permeable prefabricated component of on porous base course, mating formation then.After finishing, laying is followed successively by from bottom to up: crushed rock base course, breathable water repellant layer, porous base course, permeable brick; Many the grooves that catchment have been formed in the final ground of having laid.After raining, rainwater gathers in the groove that catchments after filtering by permeable brick, porous base course, and water compiles groove along flowing in the groove that catchments, and flows to then in the rainwater collection container of appointment.This technical scheme has realized the rainwater collection on the large tracts of land road surface, has alleviated the problem of surface gathered water greatly.But still there is following shortcoming and defect in it: when the rain water collecting system of this technical scheme has surpassed the permeation rate of seepy material in the speed bigger, precipitation that rains, if rainwater is failed to permeate down from the pervious layer of road surface mid portion then can be flow to the curb in roadside along the gradient on road surface, form ponding, and can be cumulative, even cover curb, will influence the normal traffic and the walk of vehicle greatly.
Summary of the invention
For this reason, the draining demand when technical problem to be solved in the utility model is that existing road drainage system can not adapt to heavy rain proposes a kind of road drainage system that has the water conservancy diversion cavity, can in time get rid of roadside ponding.
The utility model and then propose a kind of laying method of road drainage system.
For solving the problems of the technologies described above, road drainage system of the present utility model comprises surface drainage portion and side drainage portion, and described surface drainage portion is followed successively by from bottom to up: basic unit, waterproofing course, pervious layer, and described waterproofing course top is provided with the surface drainage groove; Described side drainage portion comprises and is arranged at the adjacent permeable curb in road both sides and described surface drainage portion, and the side drainage groove of described permeable curb below; Described permeable curb comprises: permeable top layer and permeable strengthening layer, contain seepy material in the described permeable top layer, and described permeable strengthening layer and described permeable top layer inner surface are adjacent; Has cavity in the described permeable strengthening layer.
Described permeable strengthening layer is provided with pod apertures.
Described permeable strengthening layer is a frp layer.
Be provided with the separation layer of waterproof action between described surface drainage portion and the road mid portion.
Described separation layer is frp layer or ventilative antiseepage layer of sand.
Described waterproofing course is frp layer or ventilative antiseepage layer of sand.
Described ventilative antiseepage layer of sand top is provided with the geotechnological layer of cloth of protecting the effect of described ventilative antiseepage layer of sand together.
Be filled with pervious concrete in the described cavity.
Described side drainage groove is the municipal flow-guiding channel of described permeable curb below.
Described drainage system also comprises a rain water collecting system of collecting described surface drainage groove and described side drainage groove moderate rain water.
Technique scheme of the present utility model compared with prior art has the following advantages:
1, the surface drainage portion that is provided with and the side drainage portion in the road drainage system of the present utility model, described side drainage portion is provided with the water conservancy diversion cavity, and rainwater can in time be drained after seeing through permeable top layer fast, has ensured the normal traffic and the walk of vehicle.
2, the permeable curb in the road drainage system of the present utility model is provided with permeable top layer and permeable strengthening layer, described permeable strengthening layer inside is cavity, this structure that is provided with the hollow of strengthening layer has made things convenient for rainwater water conservancy diversion therein on the one hand, also makes curb weight saving and kept structural strength on the other hand.
3, because the seepy material in the permeable curb in the utility model road drainage system adopts, make this curb be suitable for road pavement, and can filter the ponding of water conservancy diversion natural precipitation.
4, in the drainage system of the present utility model, in permeable curb cavity, be filled with pervious concrete, further strengthened the structure of permeable curb, kept the rainwater water conservancy diversion effect of cavity part simultaneously again.
5, be provided with separation layer in the drainage system of the present utility model; it can partly be isolated road surface drainage portion and road-center on both sides of the road and make a distinction; rainwater is drained by the drainage system that the roadside is provided with, can not penetrate in the following stratum of road-center part, protect the firm of roadbed.
6, in the rain water collecting system in the drainage system of the present utility model, rainwater is through filtration and the sedimentation and filtration of fine sand filler and the filtration of collecting well on collection and purification storage, permeable top layer, obtained purer water, and water is kept in the filler or in the collecting well, not perishable, smelly.
Description of drawings
For the easier quilt of content of the present utility model is clearly understood, according to specific embodiment of the utility model also in conjunction with the accompanying drawings, the utility model is described in further detail below, wherein:
Fig. 1 is a kind of specific embodiment structural representation of road drainage system of the present utility model;
Fig. 2 is the rain water collecting system structural representation that is provided with in the road drainage system shown in Figure 1;
Reference numeral is expressed as among the figure: the ecological sand surface layer of 1-; 2-open gradation macadam; 3-fine stone layer; 4-pervious concrete layer; 5-geotechnique layer of cloth; The 6-antiseepage layer of sand of breathing freely; 7-soil matrix layer; The 8-drainage pipe; The permeable top layer of 9-; The permeable strengthening layer of 10-; The 11-cement sand bed; The 12-cavity; The 13-separation layer; The 21-tank; The 22-collecting well; The 23-boss; The 24-fine sand; The permeable top layer of 25-; The 26-well lid.
The specific embodiment
Fig. 1 and Fig. 2 have shown a kind of specific embodiment of road drainage system of the present utility model, a kind of road drainage system, as shown in Figure 1, comprise surface drainage portion and side drainage portion, described surface drainage portion is followed successively by from bottom to up: basic unit, waterproofing course, pervious layer.Described basic unit is a soil matrix layer 7; The promptly ventilative antiseepage layer of sand 6 of described waterproofing course; Described ventilative antiseepage layer of sand 6 tops are provided with the geotechnological layer of cloth 5 that shields; Described pervious layer comprises: pervious concrete layer 4, fine stone layer 3, leveling layer are open gradation macadam 2 and ecological sand surface layer 1.Described waterproofing course top is provided with the surface drainage groove.Described waterproofing course top is provided with the surface drainage groove, and it is the municipal flow-guiding channel of described permeable curb below.Described side drainage portion comprises and is arranged at the adjacent permeable curb in road both sides and described surface drainage portion, and the side drainage groove of described permeable curb below; Described permeable curb comprises: permeable top layer 9 and permeable strengthening layer 10, contain seepy material in the described permeable top layer 9; Described permeable strengthening layer 10 is adjacent with described permeable top layer 9 inner surfaces, and described permeable strengthening layer 10 is for being provided with the frp layer of pod apertures, and its inside has cavity 12.The described cavity 12 main guide functions that rise, because pervious layer is thinner, rainwater can infiltrate rapidly, can in time be drained by these cavity 12 formed flow-guiding channels after rainwater sees through permeable top layer 9 fast, thereby ensure the water conservancy diversion efficient of described side drainage portion.Be provided with the separation layer 13 of waterproof action between described surface drainage portion and the road mid portion; this separation layer 13 is a frp layer; its effect is that road surface drainage portion and road-center on both sides of the road partly made a distinction; rainwater is drained by the drainage system that the roadside is provided with; can not penetrate in the following stratum of road-center part, protect the firm of roadbed.
Road drainage system of the present utility model comprises that is also collected the rain water collecting system that water conservancy diversion in described surface drainage groove and the described side drainage groove is walked rainwater, as shown in Figure 2, it comprises: a hole that area is 20 square meters of digging on the ground, the hole wall is the waterproof construction of being done by concrete, has formed the tank 21 of a top opening; Be positioned at the collecting well 22 of tank 21 inside, collecting well 22 is provided with well lid 26, and the borehole wall is made by seepy material, collecting well 22 can and tank 21 between carry out water exchange; Be filled with fine sand 24 between collecting well 22 and the tank 21, be provided with or be covered with permeable top layer 25 above it, permeable top layer is made up of seepy material, for example is permeable brick.Described tank 21 bottoms are provided with the boss 23 that is complementary with collecting well 22 bores, and collecting well 22 is nested with outside boss 23, and fine sand can not entered in the collecting well 22.Tank in this system for collecting, purifying and storing water can be used for collecting rainwater or sewage, through the filtration on permeable top layer and the sedimentation and filtration of fine sand filler, obtained purer water, pass through the filtration, purification of the borehole wall of collecting well 22 again, in collecting well 22, can preserve the comparison clean water.Water is kept in the fine sand 24 or in the collecting well 22, and is not perishable, smelly; Open well lid, can utilize the water in the collecting well 22 easily.
In the road drainage system of the present utility model, the seepy material in the described permeable top layer 1 comprises: aggregate and cementing agent.Described aggregate is natural siliceous sand and flyash, and its grain diameter is 0.07 millimeter.Described cementing agent is any combination of epoxy resin, polyurethane resin, acrylic resin three, and the mass percent that used resin accounts for aggregate is 20%.Wherein, also be added with aliphatic polyamine or alicyclic polyamine class curing compound in the described epoxy resin, the mass percent that its consumption accounts for epoxy resin is 60%; Also be added with the polyurethane curing reaction catalyst in the described polyurethane resin.
In the road drainage system of the present utility model, described ventilative antiseepage layer of sand is a kind of hydrophobic granule layer, this hydrophobic granule layer can play good anti-seepage effect and water body layer and stratum ground vapour can be connected again, can prevent the rotten and water environment degradation of water body effectively, water body is kept ecological balance.Particularly, this hydrophobic granule comprises: the hydrophobic resin film of aggregate and coating aggregate.Wherein, this hydrophobic resin film forms overlay film in one or more particless of aggregates surface.Described aggregate is preferably one or more in quartz sand, slag, haydite or the glass microballoon, and its particle diameter is preferably 6～300 orders, is more preferred from 100～200 orders.And in described hydrophobic granule, the quality of described hydrophobic resin film accounts for 1～8% of aggregate quality.Wherein, described hydrophobic resin film is by one or more films that form in hydrophobicity epoxy resin, hydrophobicity phenolic resins, hydrophobicity polyurethane resin and the silicones.Described hydrophobicity epoxy resin is preferably the glycidol ether based epoxy resin, the ethylene oxidic ester based epoxy resin, the glycidol amine epoxy resin, line style aliphatic category epoxy resin, alicyclic based epoxy resin, polysulfide-rubber-modified epoxy, the polyamide modified epoxy, polyvinyl alcohol uncle butyraldehyde modified epoxy, acrylonitrile butadiene rubber modified epoxy resin, phenolic resin modified epoxy resin, the mylar modified epoxy, urine aldehyde melmac modified epoxy, the furfural resin modified epoxy, the vinyl modified epoxy, in isocyanate modified epoxy resin or the silicones modified epoxy one or more; Described hydrophobicity phenolic resins is preferably one or more in dimethylbenzene phenol-formaldehyde resin modified, epoxy resin modification phenolic resins or the organic silicon modified phenolic resin.
In other embodiment, described waterproofing course can also be frp layer, at this moment need not the geotechnological layer of cloth that shields in laying above described frp layer, and described frp layer can make this waterproofing course have the excellent waterproof effect equally; In addition, can also fill pervious concrete in described cavity, it can improve the structural strength of described permeable curb, also makes described cavity remain with the water conservancy diversion effect simultaneously; Have, described separation layer can also be ventilative antiseepage layer of sand again, and it can play equally partly isolates the purpose that makes a distinction with road surface drainage portion and road-center on both sides of the road; Certainly, also can dispense the setting of described separation layer in the other technologies scheme, technical scheme at this moment still has good roadside rainwater water conservancy diversion efficient, and lays simple and fast.Above-mentioned multiple technologies scheme those skilled in the art all can specifically implement according to content disclosed in the utility model, do not repeat them here.
Obviously, the foregoing description only is for example clearly is described, and is not the qualification to embodiment.For those of ordinary skill in the field, can also make other changes in different forms on the basis of the above description.Here need not also can't give exhaustive to all embodiments.And conspicuous variation of being extended out thus or change still are among the protection domain of the utility model creation.
Claims (10)
1. a road drainage system is characterized in that, comprises surface drainage portion and side drainage portion, and described surface drainage portion is followed successively by from bottom to up: basic unit, waterproofing course, pervious layer, and described waterproofing course top is provided with the surface drainage groove; Described side drainage portion comprises and is arranged at the adjacent permeable curb in road both sides and described surface drainage portion, and the side drainage groove of described permeable curb below; Described permeable curb comprises:
Seepy material is contained in the described permeable top layer (9) in permeable top layer (9);
Permeable strengthening layer (10), described permeable strengthening layer (10) is adjacent with described permeable top layer (9) inner surface, has cavity (12) in the described permeable strengthening layer (10).
2. drainage system according to claim 1 is characterized in that: described permeable strengthening layer (10) is provided with pod apertures.
3. drainage system according to claim 1 and 2 is characterized in that: described permeable strengthening layer (10) is a frp layer.
4. drainage system according to claim 1 and 2 is characterized in that: the separation layer (13) that has been provided with waterproof action between described surface drainage portion and the road mid portion.
5. drainage system according to claim 4 is characterized in that: described separation layer (13) is frp layer or ventilative antiseepage layer of sand.
6. drainage system according to claim 1 and 2 is characterized in that: described waterproofing course is frp layer or ventilative antiseepage layer of sand.
7. drainage system according to claim 6 is characterized in that: described ventilative antiseepage layer of sand top is provided with the geotechnological layer of cloth (5) of protecting the effect of described ventilative antiseepage layer of sand together.
8. drainage system according to claim 1 and 2 is characterized in that: described cavity is filled with pervious concrete in (12).
9. drainage system according to claim 1 and 2 is characterized in that: described side drainage groove is the municipal flow-guiding channel of described permeable curb below.
10. drainage system according to claim 1 and 2 is characterized in that: also comprise a rain water collecting system of collecting described surface drainage groove and described side drainage groove moderate rain water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202223992U CN201485768U (en) | 2009-09-07 | 2009-09-07 | Road drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202223992U CN201485768U (en) | 2009-09-07 | 2009-09-07 | Road drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201485768U true CN201485768U (en) | 2010-05-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202223992U Expired - Lifetime CN201485768U (en) | 2009-09-07 | 2009-09-07 | Road drainage system |
Country Status (1)
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| CN (1) | CN201485768U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102260011A (en) * | 2011-05-18 | 2011-11-30 | 长沙理工大学 | Road surface runoff purification system |
| CN102953310A (en) * | 2011-08-26 | 2013-03-06 | 北京仁创科技集团有限公司 | Paving method of porous pavement |
| CN103174079A (en) * | 2012-10-31 | 2013-06-26 | 北京仁创科技集团有限公司 | Road rainwater collecting system for preventing surface gathered water |
| CN103343517A (en) * | 2013-07-19 | 2013-10-09 | 重庆交通大学 | Road wall type crash barrier and construction method thereof |
| CN104878827A (en) * | 2015-04-29 | 2015-09-02 | 成都格瑞思文化传播有限公司 | Road drainage structure |
| CN107460944A (en) * | 2016-06-02 | 2017-12-12 | 仁创生态环保科技股份有限公司 | Rainwater on road surface abandoned stream and utilization system |
| CN108252179A (en) * | 2017-12-28 | 2018-07-06 | 广西大学 | A kind of green road pavement and the device for accelerating cistern evaporation |
| CN108517733A (en) * | 2018-06-07 | 2018-09-11 | 招商局重庆交通科研设计院有限公司 | The pavement structure and urban road of urban road |
-
2009
- 2009-09-07 CN CN2009202223992U patent/CN201485768U/en not_active Expired - Lifetime
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102260011A (en) * | 2011-05-18 | 2011-11-30 | 长沙理工大学 | Road surface runoff purification system |
| CN102260011B (en) * | 2011-05-18 | 2013-07-03 | 长沙理工大学 | Road surface runoff purification system |
| CN102953310A (en) * | 2011-08-26 | 2013-03-06 | 北京仁创科技集团有限公司 | Paving method of porous pavement |
| CN102953310B (en) * | 2011-08-26 | 2016-04-27 | 北京仁创科技集团有限公司 | The paving method of porous pavement |
| CN103174079A (en) * | 2012-10-31 | 2013-06-26 | 北京仁创科技集团有限公司 | Road rainwater collecting system for preventing surface gathered water |
| CN103174079B (en) * | 2012-10-31 | 2017-06-06 | 安徽仁创生态环保科技股份有限公司 | A kind of roadway rainwater collection system for preventing surface gathered water |
| CN103343517A (en) * | 2013-07-19 | 2013-10-09 | 重庆交通大学 | Road wall type crash barrier and construction method thereof |
| CN104878827A (en) * | 2015-04-29 | 2015-09-02 | 成都格瑞思文化传播有限公司 | Road drainage structure |
| CN107460944A (en) * | 2016-06-02 | 2017-12-12 | 仁创生态环保科技股份有限公司 | Rainwater on road surface abandoned stream and utilization system |
| CN107460944B (en) * | 2016-06-02 | 2023-10-03 | 仁创生态环保科技股份有限公司 | Road surface rainwater discarding and comprehensive utilization system |
| CN108252179A (en) * | 2017-12-28 | 2018-07-06 | 广西大学 | A kind of green road pavement and the device for accelerating cistern evaporation |
| CN108517733A (en) * | 2018-06-07 | 2018-09-11 | 招商局重庆交通科研设计院有限公司 | The pavement structure and urban road of urban road |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20100526 Effective date of abandoning: 20090907 |