CN209082289U - A kind of wind power plant road structure with pre- anti-erosion function - Google Patents
A kind of wind power plant road structure with pre- anti-erosion function Download PDFInfo
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- CN209082289U CN209082289U CN201821133488.5U CN201821133488U CN209082289U CN 209082289 U CN209082289 U CN 209082289U CN 201821133488 U CN201821133488 U CN 201821133488U CN 209082289 U CN209082289 U CN 209082289U
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Abstract
The utility model relates to a kind of wind power plant road structures with pre- anti-erosion function, solve wind power plant road drainage structure compared with prior art and design the unreasonable defect for leading to soil erosion.Three core cables and communication cable are equipped in the cable trench component of the utility model; cable isolation board is provided between three core cables and communication cable; cable protection plate is provided with above three core cables and communication cable; fire prevention sand is laid below cable protection plate between three core cables and communication cable; mortar is filled between gutter; gutter is located at the top of cable trench component, is equipped with backfill between gutter and cable protection plate.The utility model effectively prevents soil erosion caused by wind power plant road drainage structure.
Description
Technical field
The utility model relates to road drainage structure technical field, specially a kind of wind with pre- anti-erosion function
Electric field road structure.
Background technique
In the prior art, wind power plant pavement of road is drained with road center point to two sides, and road inboard row is to excavating side
Gutter, lateral embankment side carries out dissipating row road outside.Since embankment side is banketed generally than relatively soft, slope vegetation protection is difficult in a short time
Restore, if encountering rainwater in the construction time, embankment side is washed away due to road rain water, exacerbates soil erosion.
Therefore, how designing one kind can effectively avoid the wind power plant road structure of soil erosion from having become urgent need solution
Certainly the technical issues of.
Utility model content
Purpose of the utility model is to solve wind power plant road drainage structures in the prior art to design unreasonable cause
The defect of soil erosion provides a kind of wind power plant road structure with pre- anti-erosion function to solve the above problems.
To achieve the above object, the utility model provides the following technical solutions:
A kind of wind power plant road structure with pre- anti-erosion function, including hard surface,
Cable trench component is offered on the left of the hard surface, the right side of hard surface is equipped with concrete pedestal；
It is equipped with three core cables and communication cable in the cable trench component, is set between three core cables and communication cable
It is equipped with cable isolation board, cable protection plate is provided with above three core cables and communication cable, fire prevention sand is laid on cable protection plate
Lower section is filled with mortar between three core cables and communication cable between gutter, gutter is located at the top of cable trench component, side
Backfill is equipped between ditch and cable protection plate；
Saucer cable trench component concrete slab and concrete water fender, saucer are installed above the concrete pedestal
The left side of concrete water fender and saucer cable trench component concrete slab and hardening is arranged in cable trench component concrete slab
Road surface is connected.
The hard surface is set as recessed, and the gradient of hard surface is 2%.
The gutter is set as two one group, and 2 gutters are " U "-shaped by mortar adhesion, the top of gutter be set as to
Introversion biassed fabric.
The band saucer cable trench component concrete slab is set as skewed outward, and with saucer cable trench component
The gradient of concrete slab is 2%.
The lower end of the concrete water fender is provided with drainage hole, and the apical position of concrete water fender is higher than hard surface
Top position, UPVC pipe is installed, the head of UPVC pipe is terminated on drainage hole on the right side of concrete water fender.
The UPVC pipe is set as skewed, and the end of UPVC pipe is set as incline structure, the gradient of UPVC pipe end
It is 4%.
Beneficial effect
A kind of wind power plant road structure with pre- anti-erosion function of the utility model, has compared with prior art
Effect prevents soil erosion caused by wind power plant road drainage structure.
Road is hardened in the utility model and is set as recessed, and gradient is 2%, is convenient for when rainfall is small
Rainwater catchment and the gutter for draining into inside, embankment side is not by rain-impact；The apical position of concrete water fender is higher than hardening road
The top position in face can play barrier effect, completely cut off road rain water and washed away to embankment side slope, UPVC pipe is set as tilting
Shape, when rainfall is big, ponding can drain into bottom of slope by UPVC pipe, reduce rainwater and wash away to embankment side；Meanwhile passing through electricity
It is equipped with three core cables and communication cable between cable trench components and gutter, forms the channel of an integral type, reduces channel soil
Rock excavation amount and occupied area are not only convenient for wind field road drainage, are also convenient for the maintenance of cable, while reducing gutter and electricity
Cable direct-burried construction workload.
Detailed description of the invention
Fig. 1 is the utility model positive structure diagram；
Fig. 2 is the utility model cable trench component structure diagram；
Fig. 3 is the utility model concrete block water plate structure schematic diagram；
Fig. 4 is the utility model band saucer cable trench component concrete slab, concrete water fender and concrete pedestal knot
Structure connection schematic diagram；
In figure: 1, hard surface, 2, cable trench component, 3, cable protection plate, 4, fire prevention sand, 5, cable isolation board, 6,
Three core cables, 7, communication cable, 8, gutter, 9, mortar, 10, backfill, 11, saucer cable trench component concrete slab, 12, mixed
Solidifying soil water fender, 1201, drainage hole, 13, concrete pedestal, 14, UPVC pipe.
Specific embodiment
To make the structure feature to the utility model and the effect of being reached has a better understanding and awareness, to compared with
Good examples and drawings cooperate detailed description, are described as follows:
As shown in Figure 1, a kind of wind power plant road structure with pre- anti-erosion function of the utility model, including it is hard
Change road surface 1.The left side of hard surface 1 offers cable trench component 2, and hard surface 1 is set as recessed, and hardens road
The gradient in face 1 is 2%, conducive to rainwater catchment and drains into gutter 8.Cable trench component 2 when rainfall is small for carrying out
Rainwater catchment and the gutter for draining into inside, and cable trench component 2 also takes into account the effect of embedded three core cable 6 and communication cable 7.
As shown in Fig. 2, the bottom in cable trench component 2 is equipped with three core cables 6 and communication cable 7, three core cables 6 are set
It sets in the left side of communication cable 7, and is provided with cable isolation board 5 between three core cables 6 and communication cable 7, fire prevention sand 4 is laid on
Between three core cables 6 and communication cable 7, cable protection plate 3 is provided with above three core cables 6 and communication cable 7.In practical application
In, the lower section that cable protection plate 3 is located in cable trench component 2 can be laid with to full fire prevention sand 4.
Gutter 8 can be set to two one group, and 2 gutters 8 are " U "-shaped by 9 adhesion of mortar, and the top of gutter 8 is set
It is set to inward slant structure, in order to the discharge of rainwater.Gutter 8 is mounted on 2 top of cable trench component, while gutter 8 and electricity
Backfill 10 is equipped between cable protection plate 3.Gap between gutter 8 is 2cm, and the ratio of the mortar 9 used is 12.5.
The outside of hard surface 1 is arranged in concrete pedestal 13, as shown in figure 4, being provided with above concrete pedestal 13 shallow
Dish cable trench component concrete slab 11 and concrete water fender 12.Band saucer cable trench component concrete slab 11 be set as to
Outside is skewed, and the gradient with saucer cable trench component concrete slab 11 is 2%.Saucer cable trench component concrete
The left side of concrete water fender 12 is arranged in plate 11, and saucer cable trench component concrete slab 11 is connected with hard surface 1.
As shown in figure 3, the lower end of concrete water fender 12 is provided with drainage hole 1201, while the top of concrete water fender 12
End position is higher than the top position of hard surface 1, plays barrier effect, has completely cut off road rain water and washed away to embankment side slope.?
When storm period road ponding is serious, surface gathered water is drained from the drainage hole 1201 on concrete water fender 12.Concrete water fender
12 right side is equipped with UPVC pipe 14, is connected at the head end and drainage hole 1201 of UPVC pipe 14.UPVC pipe 14 is set as tilting
Shape, the end of UPVC pipe 14 are set as incline structure, and the gradient of 14 end of UPVC pipe is 4%, are immediately discharged to convenient for ponding
Hillside fields reduces soil erosion.
The work progress for being directed to cable trench component 2 is first to be laid with three core cables 6 in cable trench component 2 and lead to
Optical cable 7 is interrogated, and fills fire prevention sand 4, cable protection plate 3 is then installed, then fill backfill 10 on cable protection plate 3, connects
Installation gutter 8.Using the channel of integral type, channel earthwork evacuation amount and occupied area are reduced, wind field road is not only convenient for
Draining, is also convenient for the maintenance of cable, while reducing gutter and cable direct-burried construction workload.
Here, barrier effect is played in the setting of concrete water fender 12, road rain water is completely cut off and embankment side slope has been washed away.
When rainwater is small, rainwater drains into the gutter 8 of inner side cable trench components 2 from inclined hard surface 1 drains again；Rainfall
It is big when, have ponding generation, ponding overflow to band saucer cable trench component concrete slab 11 again from concrete water fender
Drainage hole 1201 on 12 is drained through, and is drained into bottom of slope by UPVC pipe 14, is reduced soil erosion with this.
Basic principles, main features, and advantages of the present invention has been shown and described above.Current row
The technical staff of industry is described in above embodiments and description it should be appreciated that the present utility model is not limited to the above embodiments
Only the principles of the present invention, the utility model also has respectively on the premise of not departing from the spirit and scope of the utility model
Kind changes and improvements, these changes and improvements are both fallen in the range of claimed invention.The requires of the utility model
Protection scope defined by appended claims and its equivalent.
Claims (6)
1. a kind of wind power plant road structure with pre- anti-erosion function, including hard surface (1), it is characterised in that:
It is offered cable trench component (2) on the left of the hard surface (1), the right side of hard surface (1) is equipped with coagulation soil matrix
Seat (13)；
Three core cables (6) and communication cable (7), three core cables (6) and communication light are equipped in the cable trench component (2)
It is provided between cable (7) cable isolation board (5), is provided with cable protection plate (3) above three core cables (6) and communication cable (7),
Sand (4) of preventing fires is laid below cable protection plate (3) between three core cables (6) and communication cable (7), between gutter (8)
Filled with mortar (9), gutter (8) is located at the top of cable trench component (2), is equipped between gutter (8) and cable protection plate (3)
Backfill (10)；
Saucer cable trench component concrete slab (11) and concrete water fender are installed above the concrete pedestal (13)
(12), the left side in concrete water fender (12) and saucer cable trench group is arranged in saucer cable trench component concrete slab (11)
Part concrete slab (11) is connected with hard surface (1).
2. a kind of wind power plant road structure with pre- anti-erosion function according to claim 1, it is characterised in that:
The hard surface (1) is set as recessed, and the gradient of hard surface (1) is 2%.
3. a kind of wind power plant road structure with pre- anti-erosion function according to claim 1, it is characterised in that:
The gutter (8) is set as two one group, and 2 gutters (8) are " U "-shaped by mortar (9) adhesion, the top setting of gutter (8)
For inward slant structure.
4. a kind of wind power plant road structure with pre- anti-erosion function according to claim 1, it is characterised in that:
The saucer cable trench component concrete slab (11) is set as skewed outward, and saucer cable trench component concrete slab
(11) gradient is 2%.
5. a kind of wind power plant road structure with pre- anti-erosion function according to claim 1, it is characterised in that:
The lower end of the concrete water fender (12) is provided with drainage hole (1201), and the apical position of concrete water fender (12) is higher than hard
Change the top position of road surface (1), UPVC pipe (14) is installed on the right side of concrete water fender (12), the head end of UPVC pipe (14) connects
On drainage hole (1201).
6. a kind of wind power plant road structure with pre- anti-erosion function according to claim 5, it is characterised in that:
The UPVC pipe (14) is set as skewed, and the end of UPVC pipe (14) is set as incline structure, and pipe (14) end UPVC is inclined
Gradient is 4%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821133488.5U CN209082289U (en) | 2018-07-16 | 2018-07-16 | A kind of wind power plant road structure with pre- anti-erosion function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821133488.5U CN209082289U (en) | 2018-07-16 | 2018-07-16 | A kind of wind power plant road structure with pre- anti-erosion function |
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| Publication Number | Publication Date |
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| CN209082289U true CN209082289U (en) | 2019-07-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821133488.5U Active CN209082289U (en) | 2018-07-16 | 2018-07-16 | A kind of wind power plant road structure with pre- anti-erosion function |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459827A (en) * | 2020-11-24 | 2021-03-09 | 中国水利水电第九工程局有限公司 | Intelligent energy-saving environment-friendly safe transportation road structure for mine operation and application |
-
2018
- 2018-07-16 CN CN201821133488.5U patent/CN209082289U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459827A (en) * | 2020-11-24 | 2021-03-09 | 中国水利水电第九工程局有限公司 | Intelligent energy-saving environment-friendly safe transportation road structure for mine operation and application |
| CN112459827B (en) * | 2020-11-24 | 2022-04-19 | 中国水利水电第九工程局有限公司 | Intelligent energy-saving environment-friendly safe transportation road structure for mine operation |
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