CN207159744U - A kind of pavement drainage arrangement - Google Patents
A kind of pavement drainage arrangement Download PDFInfo
- Publication number
- CN207159744U CN207159744U CN201720990466.XU CN201720990466U CN207159744U CN 207159744 U CN207159744 U CN 207159744U CN 201720990466 U CN201720990466 U CN 201720990466U CN 207159744 U CN207159744 U CN 207159744U
- Authority
- CN
- China
- Prior art keywords
- drainage
- transverse drain
- pavement
- pipe
- permeable mouth
- 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.)
- Expired - Fee Related
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Abstract
It the utility model is related to field of road, more particularly to a kind of pavement drainage arrangement, screed is laid in basic unit on described pavement, floor tile is provided with screed, transverse drain and longitudinal drainage pipe are equipped with along the seam of floor tile, permeable mouth is equipped with described transverse drain and longitudinal drainage pipe, transverse drain is connected with longitudinal drainage pipe in infall using cross tube transitions, the permeable mouth of transverse drain and the permeable mouth of longitudinal drainage pipe are set upward, arterial drainage is provided with the inside of the road dental calculus close to driveway, described transverse drain is connected with arterial drainage, described arterial drainage is also connected with outlet pipe, outlet pipe leads to discharge outlet through road dental calculus.Between drainage pipeline is located at the seam of floor tile by the utility model, the ponding on pavement is timely discharged into sewer, basic unit is avoided and produces destruction, and then floor tile occurs and sink the phenomenon tilted.
Description
Technical field
It the utility model is related to field of road, and in particular to a kind of pavement drainage arrangement.
Background technology
Brick and brick inherently seam in the face brick process of deployment of pavement, seam crossing then occurs oozes phenomenon, face under water
Layer is seeped into basic unit under water and can not exclude to have soaked basic unit, and basic unit is destroyed, and causes basic unit's bearing capacity not reach design requirement, when
Pavement is delivered to basic unit by load during load, and basic unit can not carry, be deformed, cause pavement surface layer and basic unit it
Between destroy surface layer with reference to bad, there is face brick and sink the phenomenon tilted, it is tight that face brick seam is also difficult to processing.
The content of the invention
Part in order to overcome the above-mentioned deficiencies of the prior art, the utility model provide a kind of pavement drainage arrangement；This reality
Organized be discharged to beyond basic unit of water oozed with new pavement drainage arrangement by under can prevent pavement from being destroyed.
The utility model is achieved by the following technical solution：A kind of pavement drainage arrangement, on described pavement
Screed is laid in basic unit, floor tile is provided with screed, transverse drain is equipped with along the seam of floor tile and longitudinal direction is arranged
Permeable mouth is equipped with water pipe, described transverse drain and longitudinal drainage pipe, transverse drain and longitudinal drainage pipe are intersecting
Place is connected using cross tube transitions, and the permeable mouth of transverse drain and the permeable mouth of longitudinal drainage pipe are set upward, close
Arterial drainage is provided with the inside of the road dental calculus of driveway, described transverse drain is connected with arterial drainage, and described draining is done
Pipe is also connected with outlet pipe, and outlet pipe leads to discharge outlet through road dental calculus.
Further, described transverse drain, longitudinal drainage pipe and cross tee are U-tube, and permeable mouth is located at U-shaped
The upper surface of pipe.
Further, described permeable mouth is axial port.
Further, the permeable mouth of described transverse drain and the permeable mouth of longitudinal drainage pipe, which are equipped with, prevents debris from entering
Enter the geotextiles in pipe.
Further, the upper surface of described transverse drain and longitudinal drainage pipe is lower 2mm than floor tile upper surface.
Further, described transverse drain, longitudinal drainage pipe, cross tee, arterial drainage and outlet pipe use
High polymer rubber material into.
The utility model between sidewalk ground tile seam by setting drainage pipeline networks that the ponding on pavement is discharged into Xia Shui
Road, it efficiently avoid and basic unit is seeped under ponding, basic unit produces destruction to basic unit, and then occur ground by prolonged immersion
The sagging phenomenon tilted of brick.
The beneficial effects of the utility model are：Between drainage pipeline is located at the seam of floor tile by the utility model, do not influenceing
The ponding on pavement is discharged into sewer in the case of the overall structure on pavement, and then protects the overall structure of basic unit,
So that basic unit has enough bearing capacities to enter without influenceing the floor tile of laying on pavement；The utility model structure is novel, construction
It is convenient, it is easy to promote the use of on a large scale.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is the utility model structure sectional view；
In figure, 1, longitudinal drainage pipe, 2, transverse drain, 3, arterial drainage, 4, outlet pipe, 5, discharge outlet, 6, geotextiles,
7th, seam, 8, floor tile, 9, screed, 10, road dental calculus, 11, driveway, 12, basic unit, 13, permeable mouth.
Embodiment
The utility model is further illustrated below according to drawings and examples.
As depicted in figs. 1 and 2, a kind of pavement drainage arrangement, screed is laid in basic unit 12 on described pavement
9, floor tile 8 is provided with screed 9, transverse drain 2 and longitudinal drainage pipe 1 are equipped with along the seam 7 of floor tile 8, it is described
Permeable mouth 13, transverse drain 2 and longitudinal drainage pipe 1 is equipped with transverse drain 2 and longitudinal drainage pipe 1 to use in infall
Cross tube transitions are connected, and the permeable mouth 13 of transverse drain 2 and the permeable mouth 13 of longitudinal drainage pipe 1 are set upward, close
The inner side of road dental calculus 10 of driveway 11 is provided with arterial drainage 3, and described transverse drain 2 is connected with arterial drainage 3, described
Arterial drainage 3 is also connected with outlet pipe 4, and outlet pipe 4 leads to discharge outlet 5 through road dental calculus 10.The utility model is used in floor tile 8
Seam 7 between lay drainpipe and prevent from oozing under ponding that basic unit 12 is produced to destroy and then have influence on carrying out draining and be located at screed
Floor tile 8 on 9, transverse drain 2 and longitudinal drainage pipe 1, transverse drain 2 and longitudinal drainage are laid along the seam 7 of floor tile 8
Pipe 1 is attached in infall using cross tee, and some transverse drains 2 and longitudinal drainage pipe 1 are connected by cross tee
One complete drainage pipeline networks, drainage pipeline networks combine closely to form drainage arrangement with floor tile 8 and screed 9, close to road tooth
The transverse drain 2 of the side of stone 10 and be located at the arterial drainage 3 of the inner side of road dental calculus 10 and use hot-melt adhesive paste, arterial drainage 3 it is another
Side is provided with some outlet pipes 4, and outlet pipe 4 leads to discharge outlet 5, water is entered sewer by discharge outlet 5.
As the improvement of the present embodiment, described transverse drain 2, longitudinal drainage pipe 1 and cross tee are U-tube, U
Type pipe is easy to be arranged in the seam 7 of floor tile 8, and overall suitability is preferable, while permeable mouth 13 is located to the upper surface of U-tube, U
The upper surface of type pipe is that plane is advantageous to set permeable mouth 13.
As the improvement of the present embodiment, described permeable mouth 13 is axial port, by the permeable mouth 13 on transverse drain 2
It is arranged to axial port with the permeable mouth 13 on longitudinal drainage pipe 1 so that the drainability of permeable mouth 13 greatly enhances, even
Rainwater timely can also be discharged pavement by heavy rain day.
Permeable mouth 13 can also be provided with cross tee of the present utility model and accelerates draining.
As the improvement of the present embodiment, the permeable mouth 13 of described transverse drain 2 and the permeable mouth 13 of longitudinal drainage pipe 1
The geotextiles 6 for preventing that debris from entering in pipe are equipped with, geotextiles 6 are that pellicle only has water penetration, can prevent debris from passing through,
Debris is avoided to enter in drainpipe and influence drainage performance.
As the improvement of the present embodiment, the upper table of upper surface ratio floor tile 8 of described transverse drain 2 and longitudinal drainage pipe 1
The low 2mm in face, it is easy to ponding to enter drainpipe and then is discharged.
As the improvement of the present embodiment, described transverse drain 2, longitudinal drainage pipe 1, cross tee, arterial drainage 3 and
Outlet pipe 4 is using high polymer rubber material into High-molecular rubber material has telescopic property, can so prevent face
Brick 8 and screed 9 damage being extruded when climatic effect is expanded with heat and contract with cold pipeline.
As the improvement of the present embodiment, described basic unit 12 does structure in work progress and looks for slope, using linear horizontal slope,
And tilt 2% to the direction of road dental calculus 10 so that drainpipe 2 is in lowest order by the side of road dental calculus 10 makes the row of pavement transverse drain 2
Water is more smooth.
Between drainage pipeline is located at the seam of floor tile by the utility model, in the case where not influenceing the overall structure on pavement
Ponding on pavement is discharged into sewer, and then protects the overall structure of basic unit so that basic unit there are enough bearing capacities to enter
Without influenceing the floor tile of laying on pavement；The utility model structure is novel, and easy for construction, being easy to promote on a large scale makes
With.
Claims (6)
1. a kind of pavement drainage arrangement, in basic unit on described pavement（12）Upper laying screed（9）, in screed（9）
It is provided with floor tile（8）, it is characterised in that：Along floor tile（8）Seam（7）It is equipped with transverse drain（2）With longitudinal drainage pipe
（1）, described transverse drain（2）With longitudinal drainage pipe（1）On be equipped with permeable mouth（13）, transverse drain（2）And longitudinal direction
Drainpipe（1）Connected in infall using cross tube transitions, transverse drain（2）Permeable mouth（13）With longitudinal drainage pipe（1）
Permeable mouth（13）Set upward, close to driveway（11）Road dental calculus（10）Inner side is provided with arterial drainage（3）, it is described
Transverse drain（2）With arterial drainage（3）It is connected, described arterial drainage（3）Also with outlet pipe（4）It is connected, outlet pipe（4）
Through road dental calculus（10）Lead to discharge outlet（5）.
A kind of 2. pavement drainage arrangement according to claim 1, it is characterised in that：Described transverse drain（2）, it is vertical
To drainpipe（1）And cross tee is U-tube, permeable mouth（13）It is located at the upper surface of U-tube.
A kind of 3. pavement drainage arrangement according to claim 1 or 2, it is characterised in that：Described permeable mouth（13）For
Axial port.
A kind of 4. pavement drainage arrangement according to claim 3, it is characterised in that：Described transverse drain（2）'s
Permeable mouth（13）With longitudinal drainage pipe（1）Permeable mouth（13）It is equipped with the geotextiles for preventing that debris from entering in pipe（6）.
A kind of 5. pavement drainage arrangement according to claim 4, it is characterised in that：Described transverse drain（2）With
Longitudinal drainage pipe（1）Upper surface compare floor tile（8）The low 2mm in upper surface.
A kind of 6. pavement drainage arrangement according to claim 5, it is characterised in that：Described transverse drain（2）, it is vertical
To drainpipe（1）, cross tee, arterial drainage（3）And outlet pipe（4）Using high polymer rubber material into.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720990466.XU CN207159744U (en) | 2017-08-09 | 2017-08-09 | A kind of pavement drainage arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720990466.XU CN207159744U (en) | 2017-08-09 | 2017-08-09 | A kind of pavement drainage arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207159744U true CN207159744U (en) | 2018-03-30 |
Family
ID=61716342
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720990466.XU Expired - Fee Related CN207159744U (en) | 2017-08-09 | 2017-08-09 | A kind of pavement drainage arrangement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207159744U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409254A (en) * | 2019-08-15 | 2019-11-05 | 苏州金螳螂园林绿化景观有限公司 | A kind of porous base course mated formation applied to outdoor stone material, which is led, seeps guide structure |
| CN111013254A (en) * | 2019-12-26 | 2020-04-17 | 山东国大黄金股份有限公司 | Arsenic-containing waste liquid filtering system |
-
2017
- 2017-08-09 CN CN201720990466.XU patent/CN207159744U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409254A (en) * | 2019-08-15 | 2019-11-05 | 苏州金螳螂园林绿化景观有限公司 | A kind of porous base course mated formation applied to outdoor stone material, which is led, seeps guide structure |
| CN111013254A (en) * | 2019-12-26 | 2020-04-17 | 山东国大黄金股份有限公司 | Arsenic-containing waste liquid filtering system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180330 Termination date: 20180809 |