CN206308583U - A kind of mountain area side drainage structure - Google Patents
A kind of mountain area side drainage structure Download PDFInfo
- Publication number
- CN206308583U CN206308583U CN201621274576.8U CN201621274576U CN206308583U CN 206308583 U CN206308583 U CN 206308583U CN 201621274576 U CN201621274576 U CN 201621274576U CN 206308583 U CN206308583 U CN 206308583U
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- CN
- China
- Prior art keywords
- ditch portion
- mountain area
- area side
- gutter
- drainage structure
- 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
- 230000001154 acute effect Effects 0.000 claims abstract description 4
- 239000004568 cement Substances 0.000 claims description 16
- 239000002689 soil Substances 0.000 claims description 4
- 230000001112 coagulating effect Effects 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000011083 cement mortar Substances 0.000 claims description 2
- 230000005611 electricity Effects 0.000 claims 1
- 230000008901 benefit Effects 0.000 abstract description 3
- 230000006872 improvement Effects 0.000 description 9
- 230000000694 effects Effects 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model is a kind of mountain area side drainage structure, including the ecological side drain portion in highway cross-wise direction, the ecological side drain portion includes the conduction part and the Drainage Division that are connected, the Drainage Division includes the gutter and the cable duct that are connected, and the cable duct includes the first ditch portion and the second ditch portion that are connected；Described conduction part one end is connected with highway, and the other end is connected with gutter；Described first ditch portion one end is connected with gutter；Described second ditch portion one end and hillside phase drop-over；First ditch portion, the second ditch portion form acute angle-shaped, and first ditch portion is located at the lower section of the second ditch portion, and it is α to define the angle between the second ditch portion and the first ditch portion, and wherein the scope of α is 60 °≤α≤90 °.Make use of the natural advantage on hillside to protect cable, and can also effectively draining, prevent road surface and mountain area ponding.
Description
Technical field
The utility model is related to gutter technical field of drainage, especially a kind of mountain area side drainage structure.
Background technology
In the last few years, with the continuous expansion of city size, the infrastructure in city continues to increase input, while being located at mountain
The pavement construction dynamics in area is also constantly being strengthened, and the drainage equipment along mountain area and mountain highway slowly perfects, and in power consumption not
Disconnected the way that cable duct is set in gutter also emerges in an endless stream while increase, but cable in gutter is often due to body
Place underground, be chronically in the environment of humid cause wire is easily corroded, so as to cause circuit corrode cause power off
Occur.
And artificial drainage is used in existing technology more, or barrier structure is set on cable channel cover plate for the row of preventing
The water for getting off drenches cable, not only wastes time and energy but also effect on driving birds is not good, and a kind of mountain area road is disclosed in the U of CN 205081437
Side cable duct structure, cable is carried out using building a wall at the foot of the hill and then being embedded in cable within the walls and by way of soil fixation
Arrangement, while a scupper is dug on corner carries out draining, adopts in such a way or can allow cable often in moist
Drainage effect is also not good enough simultaneously to be unfavorable for protection cable under state.
Utility model content
In view of the technical problem existing for background technology, the purpose of this utility model is the shortcoming for overcoming prior art,
A kind of good use drainage effect, strong protection cable, simple structure and firm mountain area side drainage mechanism are provided.
In order to solve the above technical problems, the utility model employs following technical measures：
A kind of mountain area side drainage structure, including the ecological side drain portion in highway cross-wise direction, the ecological side drain portion bag
The conduction part and Drainage Division being connected are included, the Drainage Division includes the gutter and the cable duct that are connected, and the cable duct includes
The first ditch portion and the second ditch portion being connected；Described conduction part one end is connected with highway, and the other end is connected with gutter；Institute
First ditch portion one end is stated to be connected with gutter；Described second ditch portion one end and hillside phase drop-over；First ditch portion, the second ditch
Portion forms acute angle-shaped, and first ditch portion is located at the lower section of the second ditch portion, defines the angle between the second ditch portion and the first ditch portion
It is α, wherein the scope of α is 60 °≤α≤90 °.
As a further improvement, defining projected length of the cable duct on vertical plane for l, the wherein scope of l is
0.35m~0.45m。
As a further improvement, the cable duct is provided with supporting plate；Described supporting plate one end and second ditch portion
Top is connected, and the other end is connected with the front end of first ditch portion.
As a further improvement, the supporting plate uses cement production systD, the supporting plate is embedded with reinforcing bar.
As a further improvement, first ditch portion is domatic with hillside parallel, first ditch portion is provided with cable branch
Frame.
As a further improvement, described gutter is arc-shaped, the length for defining the circular arc is d, the wherein scope of d
It is 0.3m ~ 0.4m, it is β to define the corresponding central angle of the circular arc, and wherein the scope of β is 50 ° ~ 55 °.
As a further improvement, the gutter and the first ditch portion are furnished with wash cement mortar and repair successively by surface to ground end
Decorations layer, cement concrete, coagulating cement soil padding.
As a further improvement, it is r to define the conduction part with the angle of horizontal plane, wherein the scope of r is 7 ° ~ 8 °.
As a further improvement, the conduction part is furnished with cement concrete layer successively by surface to ground end and cement stabilizing is broken
Rock layers.
Compared with prior art, the utility model has advantages below：
1st, a kind of mountain area side drainage structure of the utility model make use of the natural advantage on hillside to protect cable, protect
Shield effect is good and simple and easy to apply.
2nd, a kind of mountain area side drainage structure of the utility model can effectively draining, prevent road surface and mountain area ponding.
3rd, a kind of mountain area side drainage of the utility model causes whole discharge structure firm using supporting plate.
Brief description of the drawings
Accompanying drawing 1 is a kind of schematic diagram of mountain area side drainage structure of the utility model；
Accompanying drawing 2 is the schematic diagram in a kind of mountain area side drainage structure highway cross-wise direction of the utility model.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Embodiment：
Fig. 1 to Fig. 2, a kind of mountain area side drainage structure, including the ecological side drain portion 10 in highway cross-wise direction are refer to,
The ecological side drain portion 10 includes the conduction part 11 and the Drainage Division 12 that are connected, and the Drainage Division 12 includes the gutter being connected
121 and cable duct 122, the cable duct 122 includes the first ditch portion 1221 and the second ditch portion 1222 that are connected；The conduction part
11 one end are connected with Roadbed widening portion 14, and the other end is connected with gutter 121；Described one end of first ditch portion 1221 and draining
Ditch 121 is connected；Described one end of second ditch portion 1222 and the phase drop-over of hillside 15；First ditch portion 1221, the second ditch portion 1222
Form acute angle-shaped, first ditch portion 1221 is located at the lower section of the second ditch portion 1222, define the second ditch portion 1222 and the first ditch portion
Angle between 1221 is α, and wherein the scope of α is 60 °≤α≤90 °, it is preferred that the value of α takes 75 °, using such structure energy
Enough effectively utilize that hillside 15 is domatic to carry the cable duct 122 of barrier structure for shelter is formed, it is to avoid cable is specially set
The protection equipments such as trench cover, simplify structure and also save funds.
Fig. 1 is refer to, in embodiment, it is l, the wherein model of l to define projected length of the cable duct 122 on vertical plane
It is 0.35m ~ 0.45m to enclose, it is preferred that the value for taking l is 0.4m.The cable duct 122 is provided with supporting plate 13；The supporting plate 13
One end is connected with the top of second ditch portion 1222, and the other end is connected with the front end of first ditch portion 1221.And institute
State supporting plate 13 and use cement production systD, the supporting plate 13 is embedded with reinforcing bar 131, and the supporting plate 13 is used to provide support force,
Prevent cable duct 122 from avalanche phenomenon occurring under the pressure on hillside 15, while in order to reduce funds expenditure, it is every on highway direction
Every 6 meters to 8 meters, one piece of supporting plate 13 is set.First ditch portion 1221 is domatic with hillside 15 parallel, first ditch portion
1221 are provided with cable bearer 16 for placing cable.Can effectively by gutter 121 and cable duct using such structure
122 separate, and produce certain difference in height, it is ensured that cable will not be soaked by ponding under certain displacement.
Fig. 1 to Fig. 2 is refer to, described gutter 121 is arc-shaped, and the length for defining the circular arc is d, wherein d's
Scope is 0.3m ~ 0.4m, it is preferred that the value of d takes 0.37m, and it is β to define the corresponding central angle of the circular arc, and the wherein scope of β is
50 ° ~ 55 °, the value of β takes 52 °, and the ditch portion 1221 of the gutter 121 and first is furnished with wash cement sand successively by surface to ground end
Slurry decorative layer, cement concrete, coagulating cement soil padding.Whole Drainage Division can be made more to consolidate using such structure, and energy
A drainage channel with certain water capacity is formed, drainage problem can be effectively processed.
Fig. 2 is refer to, it is r to define the conduction part 11 with the angle of horizontal plane, and wherein the scope of r is 7 ° ~ 8 °, preferably
, the value of r selects 7.3 °, and the conduction part 11 is furnished with cement concrete layer and cement stabilized macadam layer successively by surface to ground end.
Effectively can be drained to the water on road surface using inclined structure prevents surface gathered water in gutter.
Preferred embodiment of the present utility model is the foregoing is only, is not used to limit the utility model, it is all at this
Within the spirit and principle of utility model, any modification, equivalent substitution and improvements done etc. should be included in the utility model
Within the scope of protection.
Claims (9)
1. a kind of mountain area side drainage structure, it is characterised in that：Including the ecological side drain portion in highway cross-wise direction, the ecology
Gutter portion includes the conduction part and the Drainage Division that are connected, and the Drainage Division includes the gutter and the cable duct that are connected, the electricity
Cable ditch includes the first ditch portion and the second ditch portion that are connected；Described conduction part one end is connected with highway, the other end and gutter
It is connected；Described first ditch portion one end is connected with gutter；Described second ditch portion one end and hillside phase drop-over；First ditch
Portion, the second ditch portion form acute angle-shaped, and first ditch portion is located at the lower section of the second ditch portion, define the second ditch portion and the first ditch portion it
Between angle be α, wherein the scope of α be 60 °≤α≤90 °.
2. a kind of mountain area side drainage structure according to claim 1, it is characterised in that：The cable duct is defined vertical
Projected length on face is l, and wherein the scope of l is 0.35m ~ 0.45m.
3. a kind of mountain area side drainage structure according to claim 2, it is characterised in that：The cable duct is provided with support
Plate；Described supporting plate one end is connected with the top of second ditch portion, and the other end is connected with the front end of first ditch portion.
4. a kind of mountain area side drainage structure according to claim 3, it is characterised in that：The supporting plate uses cement system
Into the supporting plate is embedded with reinforcing bar.
5. a kind of mountain area side drainage structure according to claim 2, it is characterised in that：First ditch portion and hillside slope
Face is parallel, and first ditch portion is provided with cable bearer.
6. a kind of mountain area side drainage structure according to claim 1, it is characterised in that：Described gutter is circular arc
Shape, the length for defining the circular arc is d, and wherein the scope of d is 0.3m ~ 0.4m, and it is β to define the corresponding central angle of the circular arc,
Wherein the scope of β is 50 ° ~ 55 °.
7. a kind of mountain area side drainage structure according to claim 1, it is characterised in that：The gutter and the first ditch portion
Wash cement mortar decorative layer, cement concrete, coagulating cement soil padding are furnished with by surface to ground end successively.
8. a kind of mountain area side drainage structure according to claim 1, it is characterised in that：Define the conduction part and level
The angle in face is r, and wherein the scope of r is 7 ° ~ 8 °.
9. a kind of mountain area side drainage structure according to claim 8, it is characterised in that：The conduction part is by surface to ground
Bottom is furnished with cement concrete layer and cement stabilized macadam layer successively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621274576.8U CN206308583U (en) | 2016-11-25 | 2016-11-25 | A kind of mountain area side drainage structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621274576.8U CN206308583U (en) | 2016-11-25 | 2016-11-25 | A kind of mountain area side drainage structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206308583U true CN206308583U (en) | 2017-07-07 |
Family
ID=59245390
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621274576.8U Expired - Fee Related CN206308583U (en) | 2016-11-25 | 2016-11-25 | A kind of mountain area side drainage structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206308583U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111997163A (en) * | 2020-08-07 | 2020-11-27 | 长江勘测规划设计研究有限责任公司 | Embankment-road integrated engineering cable trench drainage structure and drainage method thereof |
-
2016
- 2016-11-25 CN CN201621274576.8U patent/CN206308583U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111997163A (en) * | 2020-08-07 | 2020-11-27 | 长江勘测规划设计研究有限责任公司 | Embankment-road integrated engineering cable trench drainage structure and drainage method thereof |
| CN111997163B (en) * | 2020-08-07 | 2022-05-13 | 长江勘测规划设计研究有限责任公司 | Embankment-road integrated engineering cable trench drainage structure and drainage method thereof |
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| 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: 20170707 Termination date: 20211125 |