CN105275076A - Road surface paving method - Google Patents
Road surface paving method Download PDFInfo
- Publication number
- CN105275076A CN105275076A CN201410297299.1A CN201410297299A CN105275076A CN 105275076 A CN105275076 A CN 105275076A CN 201410297299 A CN201410297299 A CN 201410297299A CN 105275076 A CN105275076 A CN 105275076A
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- CN
- China
- Prior art keywords
- cement layer
- road surface
- hole
- weeper drain
- paving
- 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.)
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Abstract
The invention provides a road surface paving method, belongs to the field of road surface construction, and aims to solve the problems that ponding occurs after raining and inconvenience is brought to going out. The method includes: paving a blind drainage ditch first, paving reinforcing steel bars at the upper end of the blind drainage ditch, pouring a cement layer at the upper ends of the reinforcing steel bars, using a stone perforator to form holes, communicating the upper end and the lower end of the cement layer, in the cement layer, and allowing the tail end of the blind drainage ditch to be communicated with a drainage pipe through a pipeline.
Description
Technical field
The present invention relates to a kind of ground paving equipment, method, be specifically related to a kind of road surface pavement, can the method for draining in time.
Background technology
Generally all can there be ponding on road surface after heavy rain, brings a lot of inconvenience to the trip of people.
Summary of the invention
The object of the invention is to: a kind of road surfacing method is provided, to solve road surface ponding after the rain, the problem of inconvenience trip.
The solution of the present invention is as follows: a kind of road surfacing method, first weeper drain is laid, reinforcing bar is laid in the upper end of weeper drain, cement layer is cast with in the upper end of reinforcing bar, on cement layer, offer the hole at the upper and lower two ends of through cement layer with stone material Tapper, the end of weeper drain leads to gutter by pipeline.
The upper end of described cement layer is provided with gutter channel, and the upper end open of hole is all arranged in gutter channel
Sand control screens is equipped with in described gutter channel.
The diameter dimension of described hole is less than Φ 10mm.
Compared with prior art, major advantage is when rainy in the present invention, is just certainly about to the water on road surface by weeper drain etc. and enters drainage pipe, make road surface retain ponding, be convenient to trip, very practical, and this laying method is also very simple, cost is not high, is suitable for popularizing.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Detailed description of the invention
For making the object, technical solutions and advantages of the present invention clearly, below the present invention is described in further detail,
With reference to Fig. 1, the embodiment of the present invention provides a kind of road surfacing method:
First weeper drain 1 is laid, reinforcing bar 2 is laid in the upper end of weeper drain 1, be cast with cement layer 5 in the upper end of reinforcing bar 2, on cement layer 8, offer the hole 3 at through cement layer about 5 two ends with stone material Tapper, the end of weeper drain 1 leads to gutter 7 by pipeline 6.
The upper end of described cement layer 5 is provided with gutter channel 8, and the upper end open of hole 3 is all arranged in gutter channel 8
Sand control screens 4 is equipped with in described gutter channel 8.
The diameter dimension of described hole 3 is less than Φ 10mm.
After rainwater falls road surface, through sand control screens 4, then flowed in the weeper drain 1 bottom 2 by hole 3 and reinforcing bar 2, then enter sewer 7 by weeper drain 1 by pipeline 6, timely the water in place is discharged, after rain, road surface does not have ponding.
Claims (3)
1. a road surfacing method, it is characterized in that: first lay weeper drain (1), reinforcing bar (2) is laid in the upper end of weeper drain (1), cement layer (5) is cast with in the upper end of reinforcing bar (2), on cement layer (8), offer the hole (3) at the upper and lower two ends of through cement layer (5) with stone material Tapper, the end of weeper drain (1) leads to gutter (7) by pipeline (6).
2. a kind of road surfacing method according to claim 1, it is characterized in that: the upper end of described cement layer (5) is provided with gutter channel (8), the upper end open of hole (3) is all arranged in gutter channel (8)
According to claim 2, a road surfacing method, is characterized in that: be equipped with sand control screens (4) in described gutter channel (8).
3. a kind of road surfacing method according to claim 1, is characterized in that: the diameter dimension of described hole (3) is less than Φ 10mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410297299.1A CN105275076A (en) | 2014-06-28 | 2014-06-28 | Road surface paving method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410297299.1A CN105275076A (en) | 2014-06-28 | 2014-06-28 | Road surface paving method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105275076A true CN105275076A (en) | 2016-01-27 |
Family
ID=55144830
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410297299.1A Pending CN105275076A (en) | 2014-06-28 | 2014-06-28 | Road surface paving method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105275076A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108660885A (en) * | 2018-04-26 | 2018-10-16 | 湖南省辰波建设有限公司 | A kind of road structure and its construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090080970A1 (en) * | 2007-09-20 | 2009-03-26 | Shaw Lee A | Surface drainage system |
| CN101649592A (en) * | 2009-09-07 | 2010-02-17 | 北京仁创科技集团有限公司 | Road drainage system |
| KR20110107634A (en) * | 2010-03-25 | 2011-10-04 | 고희봉 | A road for drainage and method for it |
| CN102454143A (en) * | 2010-10-19 | 2012-05-16 | 陈瑞文 | Artificial pavement manufacturing method for improving global warming |
| CN103669145A (en) * | 2013-12-31 | 2014-03-26 | 北京东方园林股份有限公司 | Pavement method of permeable pavement structure |
-
2014
- 2014-06-28 CN CN201410297299.1A patent/CN105275076A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090080970A1 (en) * | 2007-09-20 | 2009-03-26 | Shaw Lee A | Surface drainage system |
| CN101649592A (en) * | 2009-09-07 | 2010-02-17 | 北京仁创科技集团有限公司 | Road drainage system |
| KR20110107634A (en) * | 2010-03-25 | 2011-10-04 | 고희봉 | A road for drainage and method for it |
| CN102454143A (en) * | 2010-10-19 | 2012-05-16 | 陈瑞文 | Artificial pavement manufacturing method for improving global warming |
| CN103669145A (en) * | 2013-12-31 | 2014-03-26 | 北京东方园林股份有限公司 | Pavement method of permeable pavement structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108660885A (en) * | 2018-04-26 | 2018-10-16 | 湖南省辰波建设有限公司 | A kind of road structure and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160127 |