CN107119789A - A kind of novel linear gutter structure mated formation for saturating draining - Google Patents
A kind of novel linear gutter structure mated formation for saturating draining Download PDFInfo
- Publication number
- CN107119789A CN107119789A CN201710377795.1A CN201710377795A CN107119789A CN 107119789 A CN107119789 A CN 107119789A CN 201710377795 A CN201710377795 A CN 201710377795A CN 107119789 A CN107119789 A CN 107119789A
- Authority
- CN
- China
- Prior art keywords
- resin concrete
- ditch body
- mated formation
- novel linear
- weir
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/06—Gully gratings
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of novel linear gutter structure mated formation for saturating draining, including resin concrete ditch body, resin concrete ditch body is arranged on the outside of the impermeable water-base of road, the surface of impermeable water-base is fixed with road drainage asphalt surface course by water-proof tack coat, the upper edge and the upper surface of road drainage asphalt surface course of resin concrete ditch body are flush, resin concrete ditch body is provided with the osculum being spacedly distributed on the furrow bank of road drainage asphalt surface course side, the first half in resin concrete ditch bulk channel is provided with resin concrete cover plate, the bottom of resin concrete ditch bulk channel is provided with some groups be spacedly distributed and cuts dirty weir unit.The present invention can meet the infiltration drainage requirement that draining is mated formation, and be provided simultaneously with cutting dirty purification function, prevent the less solid particulate matter of size from entering municipal blowdown pipe network with rainwater, simple in construction, easily realize, have a good application prospect.
Description
Technical field
The present invention relates to road engineering technical field, and in particular to a kind of novel linear gutter mated formation for saturating draining
Structure.
Background technology
With the proposition of sponge city concept, nature accumulation, naturally osmotic, the sponge of self-purification are built in the firmly portion's of building requirement
City.Permeable pavement plays the angle that can not be ignored as one of important component of the low influence development facility in sponge city
Color, various regions government also carries out the planning and construction of permeable pavement in the call for responding positively to center.By taking Nanjing as an example,《Close
In the implementation guideline for promoting sponge urban construction》Middle to require in newly-built, reconstruction cell hardening area, permeable pavement rate must not be low
In 40%；In newly-built, renovating and enlarging square, the hardened ground in parking lot, permeable pavement rate should must not be less than 40%.
However, one of draining affiliated facility mated formation as saturating draining, linear drainage ditch of the prior art, it is impossible to meet
The use requirement that saturating draining is mated formation, it is difficult to realize avris drain function, had a strong impact on the normal discharge of rainwater, worked as drainage gallery
When being blocked, road table ponding is easily caused, following harm can be caused when ponding scope is excessive：
（1）, surface gathered water to a certain extent, can form water membrane between tire and road surface, cause tyre slip during driving,
Influence traffic safety；
（2）, when the drainage index of pavement structure, when long period of soaking is in water, can make asphalt adhesion reduce and gradually
Cohesive force is lost, so as to cause asphalt membrane to be peeled off from surface of aggregate, the performance of whole pavement structure is degenerated rapidly, causes
Irreversible destruction；
（3）, when surface gathered water can not be excluded, rainwater splashing is easily caused in driving, the sight of rear car is influenceed, has an effect on roadside
Pedestrian.
Moreover, catch-basin or storm sewer are directly discharged into using linear drainage ditch guiding rainwater, if larger chi in rainwater
Very little solid sundries can be intercepted by cover plate, but the less solid particulate matter of size still can enter municipal blow-off pipe with rainwater
Net, has run counter to sponge Urban Natural purification theory, it is impossible to realize that dirty purification is cut in rainwater midway.
The content of the invention
The purpose of the present invention is to overcome existing linear drainage ditch, easily causes road table ponding, and can not realize rainwater midway
The problem of cutting dirty purification.The present invention's is used for the novel linear gutter structure that saturating draining is mated formation, and can meet draining and mat formation
Infiltration drainage requirement, be provided simultaneously with cutting a dirty purification function, prevent the less solid particulate matter of size from entering municipal administration with rainwater
Blowdown pipe network, it is simple in construction, easily realize, have a good application prospect.
In order to achieve the above object, the technical solution adopted in the present invention is：
A kind of novel linear gutter structure mated formation for saturating draining, it is characterised in that：It is described including resin concrete ditch body
Resin concrete ditch body is arranged on the outside of the impermeable water-base of road, and the surface of the impermeable water-base passes through water-proof tack coat
It is fixed with road drainage asphalt surface course, the upper edge of the resin concrete ditch body and the upper surface phase of road drainage asphalt surface course
Flush, the resin concrete ditch body is provided with the row being spacedly distributed on the furrow bank of road drainage asphalt surface course side
The first half in water hole, the resin concrete ditch bulk channel is provided with resin concrete cover plate, the resin concrete ditch body
The bottom of raceway groove is provided with some groups be spacedly distributed and cuts dirty weir unit.
A kind of foregoing novel linear gutter structure mated formation for saturating draining, it is characterised in that：The resin coagulation
The distance between earth mulch plate and resin concrete ditch body upper edge are 3-5cm.
A kind of foregoing novel linear gutter structure mated formation for saturating draining, it is characterised in that：The osculum
Aperture is 1cm, and is arranged in the top of resin concrete cover plate.
A kind of foregoing novel linear gutter structure mated formation for saturating draining, it is characterised in that：The resin coagulation
The furrow bank of native ditch body both sides, progressive additive, forms the inclination furrow bank for being easy to draining from top to down.
A kind of foregoing novel linear gutter structure mated formation for saturating draining, it is characterised in that：Adjacent two groups are cut
Between dirty weir unit at intervals of 5m.
A kind of foregoing novel linear gutter structure mated formation for saturating draining, it is characterised in that：Described section of dirty weir is single
Member includes three layers or more than three layers of section dirty weir, the cross section rectangular shaped on each section of dirty weir, and is being set in arranged is intersected
The bottom of fat concrete ditch bulk channel.
A kind of foregoing novel linear gutter structure mated formation for saturating draining, it is characterised in that：Described section of dirty weir
The a width of 3cm in weir, a height of 2cm in weir, the adjacent two pieces weirs cut between dirty weirs are away from for 10cm.
A kind of foregoing novel linear gutter structure mated formation for saturating draining, it is characterised in that：The resin coagulation
Earth mulch plate can slide along the first half in resin concrete ditch bulk channel.
The beneficial effects of the invention are as follows：The present invention's is used for the novel linear gutter structure that saturating draining is mated formation, Ke Yiman
The foot infiltration drainage requirement that draining is mated formation thoroughly, is provided simultaneously with cutting dirty purification function, other advantages are as follows：
（1）, osculum is set on the furrow bank of resin concrete ditch body side, draining can be excluded and mated formation（Road drainage is dripped
Blue or green surface layer）Interior ponding；
（2）, the presence distance between resin concrete cover plate and resin concrete ditch body upper edge, and pass through kidney-shaped thereon
Large scale the pollutant such as waste such as leaf, branch, rubbish, easy cleaning in hole, the rainwater that is conducive to damming；
（3）, the furrow bank of resin concrete ditch body both sides, progressive additive, forms the inclination furrow bank for being easy to draining from top to down, i.e. side
Just rainwater in turn ensure that ditch body resistance to overturning from osculum discharge；
（4）, the bottom of resin concrete ditch bulk channel sets one group to cut dirty weir unit every 5 meters, is conducive in rainwater or sewage
Dirty purification is cut on way, prevents from blocking municipal blowdown pipe network.
Brief description of the drawings
Fig. 1 is the structural representation of the mine dedusting automatic sprayer of the present invention.
The implication marked in accompanying drawing is as follows：
1：Resin concrete ditch body；2：Resin concrete cover plate；201：Mounting hole；3：Osculum；4：Cut dirty weir unit；5：Road
Porous asphalt pavement；6：Water-proof tack coat；7：Impermeable water-base.
Embodiment
Below in conjunction with Figure of description, the present invention is further illustrated.
As shown in figure 1, the present invention's is used for the novel linear gutter structure that saturating draining is mated formation, including resin concrete ditch
Body 1, the resin concrete ditch body 1 is arranged on the outside of the impermeable water-base 7 of road, and the surface of the impermeable water-base 7 leads to
Cross water-proof tack coat 6 and be fixed with road drainage asphalt surface course 5, the impermeable water-base 7, water-proof tack coat 6, road drainage pitch
Surface layer 5 constitutes the entity structure that draining is mated formation, upper edge and the road drainage asphalt surface course 5 of the resin concrete ditch body 1
Upper surface be flush, the resin concrete ditch body 1 is provided with the furrow bank of the side of road drainage asphalt surface course 5
The first half in the osculum 3 being spaced apart, the raceway groove of resin concrete ditch body 1 is provided with resin concrete cover plate 2, described
The bottom of the raceway groove of resin concrete ditch body 1 is provided with some groups be spacedly distributed and cuts dirty weir unit 4.
The aperture of the osculum 3 is 1cm, and is arranged in the top of resin concrete cover plate 2, for excluding draining paving
Dress（Road drainage asphalt surface course 5）Interior ponding.
The furrow bank of the both sides of resin concrete ditch body 1, progressive additive, forms the oblique groove for being easy to draining from top to down
Wall, that is, facilitate rainwater in turn ensure that ditch body resistance to overturning from osculum discharge, the direction of arrow is drainage direction.
Adjacent two groups cut between dirty weir unit 4 at intervals of 5m, cutting a dirty weir unit 4 includes three layers or more than three layers of section
Dirty weir, the cross section rectangular shaped on each section of dirty weir, and in intersection arranged in the bottom of the raceway groove of resin concrete ditch body 1,
The a width of 3cm in weir, a height of 2cm in weir on described section of dirty weir, the adjacent two pieces weirs cut between dirty weirs are away from for 10cm, and cutting a dirty weir can drop
Rainwater flow velocity in low ditch body so that entrained solid particulate matter precipitates because flow velocity is reduced in rainwater, possesses and cuts dirty net
Change function, prevent the less solid particulate matter of size from entering municipal blowdown pipe network with rainwater, the direction of arrow is drainage direction.
Distance of the resin concrete cover plate 2 apart from the upper edge of resin concrete ditch body 1 is 3-5cm, and resin is mixed
Solidifying earth mulch plate 2 can slide along the first half in the raceway groove of resin concrete ditch body 1, and convenient handling are easy to targetedly to each section of dirt
Waste at weir is cleared up, and the mounting hole 201 being spacedly distributed is provided with resin concrete cover plate 2, is conducive to the rain that dams
Large scale the pollutant such as waste such as leaf, branch, rubbish, easy cleaning in water.
In summary, the novel linear gutter structure mated formation for saturating draining of the invention, overcomes conventional discharge ditch
Be not suitable for the drawbacks of draining is mated formation, reduce into city planting ductwork rain water pollutant content, realize draining mat formation it is attached
Belong to the perfect of pumping equipment, be that sponge urban construction is done one's bit, the infiltration drainage requirement that draining is mated formation can be met, simultaneously
Possess and cut dirty purification function, other advantages are as follows：
（1）, osculum is set on the furrow bank of resin concrete ditch body side, draining can be excluded and mated formation（Road drainage is dripped
Blue or green surface layer）Interior ponding；
（2）, the presence distance between resin concrete cover plate and resin concrete ditch body upper edge, and pass through kidney-shaped thereon
Large scale the pollutant such as waste such as leaf, branch, rubbish, easy cleaning in hole, the rainwater that is conducive to damming；
（3）, the furrow bank of resin concrete ditch body both sides, progressive additive, forms the inclination furrow bank for being easy to draining from top to down, i.e. side
Just rainwater in turn ensure that ditch body resistance to overturning from osculum discharge；
（4）, the bottom of resin concrete ditch bulk channel sets one group to cut dirty weir unit every 5 meters, is conducive in rainwater or sewage
Dirty purification is cut on way, prevents from blocking municipal blowdown pipe network.
General principle, principal character and the advantage of the present invention has been shown and described above.The technical staff of the industry should
Understand, the present invention is not limited to the above embodiments, the original for simply illustrating the present invention described in above-described embodiment and specification
Reason, without departing from the spirit and scope of the present invention, various changes and modifications of the present invention are possible, these changes and improvements
It all fall within the protetion scope of the claimed invention.The claimed scope of the invention is by appended claims and its equivalent circle
It is fixed.
Claims (9)
1. a kind of novel linear gutter structure mated formation for saturating draining, it is characterised in that：Including resin concrete ditch body
（1）, the resin concrete ditch body（1）It is arranged on the impermeable water-base of road（7）Outside, the impermeable water-base（7）Just
Top passes through water-proof tack coat（6）It is fixed with road drainage asphalt surface course（5）, the resin concrete ditch body（1）Upper edge
With road drainage asphalt surface course（5）Upper surface be flush, the resin concrete ditch body（1）In close proximity to road drainage bituminous sheaths
Layer（5）The osculum being spacedly distributed is provided with the furrow bank of side（3）, the resin concrete ditch body（1）It is upper in raceway groove
Half portion is provided with resin concrete cover plate（2）, the resin concrete ditch body（1）The bottom of raceway groove is provided with what is be spacedly distributed
Some groups are cut dirty weir unit（4）.
2. a kind of novel linear gutter structure mated formation for saturating draining according to claim 1, it is characterised in that：Institute
State resin concrete cover plate（2）Apart from resin concrete ditch body（1）Upper edge distance be 3-5cm.
3. a kind of novel linear gutter structure mated formation for saturating draining according to claim 1, it is characterised in that：Institute
State osculum（3）Aperture be 1cm, and be arranged in resin concrete cover plate（2）Top.
4. a kind of novel linear gutter structure mated formation for saturating draining according to claim 1, it is characterised in that：Institute
State resin concrete ditch body（1）The furrow bank of both sides, progressive additive, forms the inclination furrow bank for being easy to draining from top to down.
5. a kind of novel linear gutter structure mated formation for saturating draining according to claim 1, it is characterised in that：Phase
Adjacent two groups cut dirty weir unit（4）Between at intervals of 5m.
6. a kind of novel linear gutter structure mated formation for saturating draining according to claim 1, it is characterised in that：Institute
State and cut dirty weir unit（4）Including three layers or more than three layers of dirty weir of cutting, the cross section rectangular shaped on each section of dirty weir, and it is in intersect
Arranged is in resin concrete ditch body（1）The bottom of raceway groove.
7. a kind of novel linear gutter structure mated formation for saturating draining according to claim 6, it is characterised in that：Institute
State a width of 3cm in weir, a height of 2cm in weir for cutting dirty weir, the adjacent two pieces weirs cut between dirty weirs are away from for 10cm.
8. a kind of novel linear gutter structure mated formation for saturating draining according to claim 1, it is characterised in that：Institute
State resin concrete cover plate（2）Can be along resin concrete ditch body（1）First half sliding in raceway groove.
9. a kind of novel linear gutter structure mated formation for saturating draining according to claim 8, it is characterised in that：Institute
State resin concrete cover plate（2）On be provided with the mounting hole being spacedly distributed（201）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710377795.1A CN107119789A (en) | 2017-05-25 | 2017-05-25 | A kind of novel linear gutter structure mated formation for saturating draining |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710377795.1A CN107119789A (en) | 2017-05-25 | 2017-05-25 | A kind of novel linear gutter structure mated formation for saturating draining |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107119789A true CN107119789A (en) | 2017-09-01 |
Family
ID=59728893
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710377795.1A Pending CN107119789A (en) | 2017-05-25 | 2017-05-25 | A kind of novel linear gutter structure mated formation for saturating draining |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107119789A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842090A (en) * | 2017-11-27 | 2018-03-27 | 佛山科学技术学院 | A kind of gutter structure of municipal works |
| CN109837962A (en) * | 2019-02-01 | 2019-06-04 | 刘海涛 | The multi-functional drainage device of segmented |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003343003A (en) * | 2002-05-29 | 2003-12-03 | Maeda Kogyo Kk | Drain ditch mortar work execution method, and special ruler used in executing the method |
| JP2007092315A (en) * | 2005-09-27 | 2007-04-12 | Retug Inc | Side ditch unit and grating lid making use therefor |
| CN202610947U (en) * | 2012-05-23 | 2012-12-19 | 株洲市规划设计院 | Intelligent environment-friendly road comprehensive drainage facility |
| CN202730583U (en) * | 2012-04-26 | 2013-02-13 | 北京仁创科技集团有限公司 | Road water draining and water filtering structure |
| DE102011120602A1 (en) * | 2011-12-09 | 2013-06-13 | Mea Bausysteme Gmbh | Drainage gutter for draining of large public area to supply surface water of e.g. waste water treatment unit, has drainage surface provided with recesses and bottom part, where drainage surface and side walls are formed as one-piece |
| CN205171642U (en) * | 2015-11-20 | 2016-04-20 | 西南交通大学 | Highway road surface runoff processing system |
| CN205206007U (en) * | 2015-12-01 | 2016-05-04 | 福建师范大学 | Linear escape canal of integral infiltration |
| CN106087647A (en) * | 2016-08-01 | 2016-11-09 | 东南大学 | A kind of urban road rain water collecting system |
-
2017
- 2017-05-25 CN CN201710377795.1A patent/CN107119789A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003343003A (en) * | 2002-05-29 | 2003-12-03 | Maeda Kogyo Kk | Drain ditch mortar work execution method, and special ruler used in executing the method |
| JP2007092315A (en) * | 2005-09-27 | 2007-04-12 | Retug Inc | Side ditch unit and grating lid making use therefor |
| DE102011120602A1 (en) * | 2011-12-09 | 2013-06-13 | Mea Bausysteme Gmbh | Drainage gutter for draining of large public area to supply surface water of e.g. waste water treatment unit, has drainage surface provided with recesses and bottom part, where drainage surface and side walls are formed as one-piece |
| CN202730583U (en) * | 2012-04-26 | 2013-02-13 | 北京仁创科技集团有限公司 | Road water draining and water filtering structure |
| CN202610947U (en) * | 2012-05-23 | 2012-12-19 | 株洲市规划设计院 | Intelligent environment-friendly road comprehensive drainage facility |
| CN205171642U (en) * | 2015-11-20 | 2016-04-20 | 西南交通大学 | Highway road surface runoff processing system |
| CN205206007U (en) * | 2015-12-01 | 2016-05-04 | 福建师范大学 | Linear escape canal of integral infiltration |
| CN106087647A (en) * | 2016-08-01 | 2016-11-09 | 东南大学 | A kind of urban road rain water collecting system |
Non-Patent Citations (1)
| Title |
|---|
| 王春晖等: "《一图一解之园林绿化工程施工图识读》", 31 January 2013, 天津大学出版社 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842090A (en) * | 2017-11-27 | 2018-03-27 | 佛山科学技术学院 | A kind of gutter structure of municipal works |
| CN109837962A (en) * | 2019-02-01 | 2019-06-04 | 刘海涛 | The multi-functional drainage device of segmented |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202031005U (en) | Ecological drainage channel | |
| CN104692588B (en) | For processing the ecological multidimensional gaseous-waste holdup system of bank, river course rain-water drainage | |
| CN110453565A (en) | A kind of roadway rainwater collection system in sponge city | |
| CN204849520U (en) | Road drainage system | |
| CN109098064A (en) | The sponge urban road structure for avoiding rainwater on road surface from depositing | |
| Perales‐Momparler et al. | Su DS Efficiency during the Start‐Up Period under Mediterranean Climatic Conditions | |
| CN105297872A (en) | LID type city rainwater closed conduit with functions of water permeating, storing, purifying and draining | |
| CN106758675A (en) | Rainwater-collecting ecological pavement with drainage water purification kerbstone | |
| CN104032793A (en) | Garden type rainwater impact resistance system used for residential area road | |
| CN109518789A (en) | A kind of road passes through the catchmenting of water environment sensitizing range, charge for remittance and disintegrating system in waste pipe | |
| CN215593525U (en) | Roadbed cross section structure capable of changing road surface drainage mode and drainage system thereof | |
| CN107119789A (en) | A kind of novel linear gutter structure mated formation for saturating draining | |
| CN210507029U (en) | Road drainage structure | |
| CN207988098U (en) | A kind of road oozes drainage system | |
| CN203977495U (en) | The anti-rainwater impact system of garden type for residential quarter road | |
| CN208415472U (en) | A kind of town road drainage arrangement | |
| CN106968320A (en) | It is a kind of to collect the linear drainage ditch for cutting dirty infiltration function | |
| JPH11286984A (en) | Multipurpose street gutter structure | |
| CN209010891U (en) | A kind of multi-functional lobby drainage facility | |
| CN208455404U (en) | A kind of long-life Steel Bridge Deck draining paving structure layer | |
| CN206529873U (en) | Control water dustproof sponge type roads rain inlet in a kind of cities and towns | |
| CN216006487U (en) | Multistage bridge and culvert drainage device | |
| CN221094729U (en) | Municipal drainage road | |
| CN213233002U (en) | High-viscosity cold-mixed permeable asphalt concrete structure | |
| CN214574460U (en) | Outdoor parking area drainage system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170901 |