CN206385423U - Roadbed band synthesis is drawn, led, arranging, the structure for the facility that intercepts water - Google Patents
Roadbed band synthesis is drawn, led, arranging, the structure for the facility that intercepts water Download PDFInfo
- Publication number
- CN206385423U CN206385423U CN201621267001.3U CN201621267001U CN206385423U CN 206385423 U CN206385423 U CN 206385423U CN 201621267001 U CN201621267001 U CN 201621267001U CN 206385423 U CN206385423 U CN 206385423U
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- CN
- China
- Prior art keywords
- water
- slope
- metalling
- arranging
- infiltration
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 74
- 230000015572 biosynthetic process Effects 0.000 title claims abstract description 11
- 238000003786 synthesis reaction Methods 0.000 title claims abstract description 11
- 230000008595 infiltration Effects 0.000 claims abstract description 22
- 238000001764 infiltration Methods 0.000 claims abstract description 22
- 239000002245 particle Substances 0.000 claims abstract description 21
- 238000010276 construction Methods 0.000 claims abstract description 7
- 244000025254 Cannabis sativa Species 0.000 claims description 2
- 239000004575 stone Substances 0.000 claims description 2
- 239000000203 mixture Substances 0.000 abstract description 5
- 239000002352 surface water Substances 0.000 abstract description 5
- 238000001914 filtration Methods 0.000 description 4
- 230000002262 irrigation Effects 0.000 description 4
- 238000003973 irrigation Methods 0.000 description 4
- 239000003673 groundwater Substances 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000000699 topical effect Effects 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Road Paving Structures (AREA)
Abstract
Roadbed band synthesis is drawn, led, arranging, the structure for the facility that intercepts water, and belongs to technical field of road construction.The structure includes infiltration slope, drainage blanket, slope of intercepting water, osculum, ponding ditch, particle size metalling, thin footpath metalling, soakaway trench, block water wall；Drainage blanket is horizontal structure, drainage blanket connection infiltration slope and slope of intercepting water；The centre of drainage blanket is provided with the osculum arranged vertically, and the bottom of osculum is connected with ponding ditch.The wall that blocks water is arranged on the bottom of slope portion that intercepts water, and the bottom on infiltration slope is disposed with particle size metalling, thin footpath metalling, soakaway trench, and soakaway trench is connected with ponding ditch.Infiltration slope, drainage blanket, the slope composition that intercepts water draw, led, arranging structure and effectively can absorb the surface water on road rapidly and drain into ponding ditch and export, in order to avoid cause surface gathered water and influence traffic safety, the wall that blocks water can be effectively blocked influence of the underground water to discharge structure, ensure the safety of road.
Description
Technical field
The utility model is related to a kind of for rich in water, the pumping equipment of the roadbed band structure of sand, belonging to road construction skill
Art field.
Background technology
For some special road sections of road construction, such as hairpin curve, geology be bad or high embankment etc., reply roadbed row
Water system carries out integrated planning, comprehensive Design.The local irrigation projects for the treatment of are one of subgrade drainage comprehensive Design important
Principle.For that purpose it is necessary to irrigation and drainage present situation and its planning intention first found out near roadbed, so as to while roadbed water damage is taken precautions against,
Local water conservancy projects will not be damaged.In comprehensive Design, for the discharge of the surface water, set using drainings such as gutter, intercepting ditch
It is standby, the hillside water and road bed moisture section that flow to roadbed are retained, nature cheuch, wasteland, ditch or low-lying land, row is introduced
Go out outside roadbed scope.To especially gentle location, the drainage equipment such as nature cheuch and irrigation canals and ditches and culvert are made full use of, both closely
Coordinate again each the division of labor, play its effectiveness, reach that draining is smooth, it is to avoid cause to wash away roadbed, will not be formed again alluvial and
Endanger roadbed.
Processing to underground water, should consider with the discharge unification of the surface water, suit measures to local conditions, set necessary subdrainage to set
(such as french drain) is applied, subdrainage irrigation canals and ditches are made full use of, the seepage in underground for jeopardizing roadbed is excluded with spring.
Drainage system comprehensive Design, answers the various discharge structure types of reasonable selection and position, appropriately determines drain function.This
Outside, the linking of various drainage equipment should be also kept a close eye on, is allowed to constitute unified complete drainage system.For example, setting bridges and culverts
When, its position, aperture, flowing water absolute altitude etc., the need for subgrade drainage should be able to being met.
Utility model content
The purpose of this utility model be to propose a kind of roadbed band integrate draw, lead, arranging, the structure for the facility that intercepts water, it is above-mentioned
Structure adaptation comprehensive utilization diversion, water guide, draining, is cut in the special road section high containing sand, rich water, level of ground water of road construction
The mode of water, effective and reasonable control is carried out by the water of roadbed band.
The technical solution adopted in the utility model is drawn, led, arranging for roadbed band synthesis, the structure for the facility that intercepts water, the structure bag
Include infiltration slope 2, drainage blanket 3, slope 4 of intercepting water, osculum 5, ponding ditch 6, particle size metalling 7, thin footpath metalling 8, soakaway trench 9,
Block water wall 10；Roadbed band synthesis is drawn, led, arranging, the structure setting for the facility that intercepts water is in the both sides of road 1；Seep water slope 2 and road
1 side connection, the angle of inclination on infiltration slope 2 is 10 ° -35 °.
Drainage blanket 3 is horizontal structure, the connection of drainage blanket 3 infiltration slope 2 and slope 4 of intercepting water；The centre of drainage blanket 3 is provided with vertical
The osculum 5 of arrangement, the bottom of osculum 5 is connected with ponding ditch 6.
The intercept water angle of inclination on slope 4 is 10 ° -35 °, and the wall 10 that blocks water is arranged on the bottom of slope 4 of intercepting water, the bottom on slope 2 of seeping water
Particle size metalling 7, thin footpath metalling 8, soakaway trench 9 are disposed with, soakaway trench 9 is connected with ponding ditch 6.
The surface on infiltration slope 2 is grass planting layer, and drainage blanket 3, slope 4 of intercepting water are plain concrete stone masonry construction.
The particle size metalling 7, thin footpath metalling 8, the oblique gradient of soakaway trench 9 and the angle of inclination phase on slope 2 of seeping water
Deng.
The particle diameter of the particle size metalling 7 is 26.5mm-31.5mm.
The particle diameter of the thin footpath metalling 8 is 19mm-26.5mm.
Compared with prior art, the utility model has the advantages that.
1st, infiltration slope, drainage blanket, intercept water slope composition draw, lead, arrange structure can be effectively by the surface water on road
Absorb rapidly and drain into ponding ditch and export, in order to avoid cause surface gathered water and influence traffic safety.
2nd, for the higher location of rich water and level of ground water, the wall that blocks water can be effectively blocked underground water to discharge structure
Influence, ensures the safety of road.
3rd, the filtration and infiltration layer of particle size metalling, thin footpath metalling, soakaway trench composition, can be effectively to the ground on road
Table water carries out layered filtration, absorption, excluded, it is ensured that the resistance to overturning of roadbed band.
Brief description of the drawings
Fig. 1 is structure chart of the present utility model.
In figure：1st, road, 2, infiltration slope, 3, drainage blanket, 4, slope of intercepting water, 5, osculum, 6, ponding ditch, 7, particle size rubble
Layer, 8, thin footpath metalling, 9, soakaway trench, 10, block water wall.
Embodiment
As shown in figure 1, the structure of road 1 is：Grain formula bituminous concrete in 4cm；Cutting optimal：Grain formula pitch coagulation in 6cm
Soil；Basic unit：10cm high-modulus asphalt rubbles.
Original structure is on the basis of owner requires, with reference to the design flow of AA high speed connecting lines, with reference to AA high speeds
Selected by the construction experience on road.The design of difficult topical location subgrade drainage, it is necessary to difference situation, suits measures to local conditions.
Roadbed band synthesis is drawn, led, arranging, the structure for the facility that intercepts water, and the structure includes infiltration slope 2, drainage blanket 3, slope of intercepting water
4th, osculum 5, ponding ditch 6, particle size metalling 7, thin footpath metalling 8, soakaway trench 9, block water wall 10；The roadbed band integrate draw, lead,
Arrange, the structure setting for the facility that intercepts water is in the both sides of road 1；Infiltration slope 2 is connected with the side of road 1, the inclination on slope 2 of seeping water
Angle is 10 ° -35 °.
Drainage blanket 3 is horizontal structure, the connection of drainage blanket 3 infiltration slope 2 and slope 4 of intercepting water；The centre of drainage blanket 3 is provided with vertical
The osculum 5 of arrangement, the bottom of osculum 5 is connected with ponding ditch 6.
The intercept water angle of inclination on slope 4 is 10 ° -35 °, and the wall 10 that blocks water is arranged on the bottom of slope 4 of intercepting water, the bottom on slope 2 of seeping water
Portion is disposed with particle size metalling 7, thin footpath metalling 8, soakaway trench 9, and soakaway trench 9 is connected with ponding ditch 6.
The particle size metalling 7, thin footpath metalling 8, the oblique gradient of soakaway trench 9 and the angle of inclination phase on slope 2 of seeping water
Deng.
The particle diameter of the particle size metalling 7 is 26.5mm-31.5mm.
The particle diameter of the thin footpath metalling 8 is 19mm-26.5mm.
Infiltration slope, drainage blanket, intercept water slope composition draw, lead, arrange structure can be effectively fast by the surface water on road
Speed absorbs and drains into ponding ditch and export, in order to avoid cause surface gathered water and influence traffic safety.
For the higher location of rich water and level of ground water, the wall that blocks water can be effectively blocked shadow of the underground water to discharge structure
Ring, ensure the safety of road.
Particle size metalling, thin footpath metalling, the filtration and infiltration layer of soakaway trench composition, can be effectively to the earth's surface on road
Water carries out layered filtration, absorption, excluded, it is ensured that the resistance to overturning of roadbed band.
Claims (5)
1. roadbed band synthesis is drawn, led, arranging, the structure for the facility that intercepts water, it is characterised in that：The structure includes infiltration slope (2), draining
Layer (3), slope of intercepting water (4), osculum (5), ponding ditch (6), particle size metalling (7), thin footpath metalling (8), soakaway trench (9), resistance
Waterwall (10)；The roadbed band integrate draw, lead, arranging, the structure setting of the facility that intercepts water road (1) both sides；Seep water slope (2) with
The side connection of road (1), the angle of inclination of infiltration slope (2) is 10 ° -35 °；
Drainage blanket (3) is horizontal structure, drainage blanket (3) connection infiltration slope (2) and slope (4) of intercepting water；The centre of drainage blanket (3) is set
There is the osculum (5) arranged vertically, the bottom of osculum (5) is connected with ponding ditch (6)；
The intercept water angle of inclination on slope (4) is 10 ° -35 °, and the wall that blocks water (10) is arranged on slope of intercepting water (4) bottom, infiltration slope (2)
Bottom is disposed with particle size metalling (7), thin footpath metalling (8), soakaway trench (9), and soakaway trench (9) is connected with ponding ditch (6)
Connect.
2. roadbed band synthesis according to claim 1 is drawn, led, arranging, the structure for the facility that intercepts water, it is characterised in that：Infiltration is oblique
The surface on slope (2) is grass planting layer, and drainage blanket (3), slope of intercepting water (4) are plain concrete stone masonry construction.
3. roadbed band synthesis according to claim 1 is drawn, led, arranging, the structure for the facility that intercepts water, it is characterised in that：It is described thick
Footpath metalling (7), thin footpath metalling (8), the oblique gradient of soakaway trench (9) are equal with the angle of inclination of infiltration slope (2).
4. roadbed band synthesis according to claim 1 is drawn, led, arranging, the structure for the facility that intercepts water, it is characterised in that：It is described thick
The particle diameter of footpath metalling (7) is 26.5mm-31.5mm.
5. roadbed band synthesis according to claim 1 is drawn, led, arranging, the structure for the facility that intercepts water, it is characterised in that：It is described thin
The particle diameter of footpath metalling (8) is 19mm-26.5mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621267001.3U CN206385423U (en) | 2016-11-24 | 2016-11-24 | Roadbed band synthesis is drawn, led, arranging, the structure for the facility that intercepts water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621267001.3U CN206385423U (en) | 2016-11-24 | 2016-11-24 | Roadbed band synthesis is drawn, led, arranging, the structure for the facility that intercepts water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206385423U true CN206385423U (en) | 2017-08-08 |
Family
ID=59486043
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621267001.3U Expired - Fee Related CN206385423U (en) | 2016-11-24 | 2016-11-24 | Roadbed band synthesis is drawn, led, arranging, the structure for the facility that intercepts water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206385423U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021504A (en) * | 2019-12-31 | 2020-04-17 | 深圳市华域环保科技有限公司 | Drainage system in district is deposited to grit |
-
2016
- 2016-11-24 CN CN201621267001.3U patent/CN206385423U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021504A (en) * | 2019-12-31 | 2020-04-17 | 深圳市华域环保科技有限公司 | Drainage system in district is deposited to grit |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100024 Beijing, Guanzhuang, Chaoyang District, Zhou Patentee after: CHINA FIRST HIGHWAY ENGINEERING Co.,Ltd. Address before: 100024 Beijing, Guanzhuang, Chaoyang District, Zhou Patentee before: CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. |
|
| 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: 20170808 Termination date: 20211124 |