CN217128272U - High slope drainage system - Google Patents
High slope drainage system Download PDFInfo
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- CN217128272U CN217128272U CN202220996582.3U CN202220996582U CN217128272U CN 217128272 U CN217128272 U CN 217128272U CN 202220996582 U CN202220996582 U CN 202220996582U CN 217128272 U CN217128272 U CN 217128272U
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Abstract
The utility model provides a high slope drainage system, including side slope (1), irrigation canals and ditches (2) and drainage mechanism (3), set up drainage mechanism (3) that are used for filtering, water conservancy diversion side slope rock mass interior enrichment water and surface water on domatic of side slope (1), side slope (1) bottom is provided with irrigation canals and ditches (2), irrigation canals and ditches (2) communicate with each other with drainage mechanism (3) and are used for discharging enrichment water and surface water in the side slope rock mass after filtering. The utility model discloses a ditch is received and is enriched water and surface water in the side slope rock mass after drainage mechanism water conservancy diversion filters, and the water of having avoided discharging into in the ditch is mixed and has a large amount of silt to avoided silt to pile up in the ditch, ensured the stability of drainage.
Description
Technical Field
The utility model relates to a road bed engineering technical field, in particular to high slope drainage system.
Background
The slope drainage refers to the work of draining the water and surface rainwater enriched in the slope rock mass, the important inducing factor of the landslide is the action of water, and the water exerts hydrodynamic pressure, hydrostatic pressure and physical and chemical actions on the slope rock mass to weaken the rock mass strength, so that the slope is unstable and landslides, and the slope drainage is an extremely important measure for preventing the landslide.
For the drainage operation of a high slope, a large amount of silt is often mixed, so that a ditch at the bottom of the slope is easy to block, and the drainage efficiency is influenced.
SUMMERY OF THE UTILITY MODEL
For solving the problem, the utility model aims at providing a high slope drainage system, through set up the drainage mechanism who is used for filtering, rich water and surface water in the water conservancy diversion side slope rock mass on domatic at the side slope, drainage mechanism accesss to the irrigation canals and ditches that the side slope bottom set up, rich water and surface water in the side slope rock mass after filtering through irrigation canals and ditches discharge, the water of having avoided discharging into in the irrigation canals and ditches is mixed and has a large amount of silt to avoid silt to pile up in the irrigation canals and ditches, ensured the stability of drainage.
In order to achieve the above purpose, the technical scheme of the utility model is realized like this:
the utility model provides a high slope drainage system, includes side slope, irrigation canals and ditches and drainage mechanism, set up the drainage mechanism that is used for filtering, water and surface water in the water conservancy diversion side slope rock mass on the domatic of side slope, the side slope bottom is provided with the irrigation canals and ditches, the irrigation canals and ditches communicate with each other with drainage mechanism and are used for discharging water and surface water of gathering in the side slope rock mass after filtering.
Further, drainage mechanism includes pre-buried cement frame, guiding gutter, side brace prefab, guide plate and supports cement and keep off the seat, the overlap joint of guiding gutter top has a plurality of guide plates, the guide plate both sides all are used for compiling rivers through the side brace prefab connection pre-buried cement frame, be equipped with a plurality of bar holes that are used for filtering the rainwater on the guide plate, the bar hole accesss to in the guiding gutter, it keeps off the seat and installs in the domatic lower part of side slope and is used for supporting pre-buried cement frame, guiding gutter, side brace prefab and guide plate to support cement, it keeps off the filter screen that is equipped with the corresponding matching of delivery port with the guiding gutter on the seat to support cement, the filter screen accesss to the irrigation canals.
Furthermore, each strip-shaped hole is transversely and uniformly distributed in the length direction of the guide plate at equal intervals.
Furthermore, the embedded cement frames are distributed in a rectangular array, and the bottoms of the embedded cement frames are embedded in the slope surface of the side slope.
Furthermore, cobbles are filled in the diversion trench.
Furthermore, the left side and the right side of the pre-buried cement frame are both provided with a matching position for the side support prefabricated member to be embedded, and a plurality of groups of pouring holes matched with each other are arranged on the left side wall and the right side wall of the pre-buried cement frame and on the inner side of the side support prefabricated member.
Further, the outer side wall of the side support prefabricated member is arranged to be an arc-shaped concave surface structure facing the guide plate.
Furthermore, the clamping groove is formed in the outer portion of the side support prefabricated member, and bulges matched with the clamping groove are arranged on the left side and the right side of the guide plate.
Furthermore, the top of the guide plate is provided with an arc-shaped groove.
Has the advantages that: the utility model discloses a ditch is received and is enriched water and surface water in the side slope rock mass after drainage mechanism water conservancy diversion filters, and the water of having avoided discharging into in the ditch is mixed and has a large amount of silt to avoided silt to pile up in the ditch, ensured the stability of drainage.
Drawings
The accompanying drawings, which form a part hereof, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the invention without undue limitation. In the drawings:
fig. 1 is a schematic structural view of a high slope drainage system according to an embodiment of the present invention;
fig. 2 is a schematic structural diagram of a drainage mechanism of a high slope drainage system according to an embodiment of the present invention;
fig. 3 is a schematic structural view of a side support prefabricated member and a pre-buried cement frame of a high slope drainage system according to an embodiment of the present invention;
fig. 4 is a schematic view of the installation structure of the guide plate and the side support prefabricated member of the high slope drainage system according to the embodiment of the present invention.
Detailed Description
It should be noted that, in the present invention, the embodiments and features of the embodiments may be combined with each other without conflict.
The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
Example 1
Referring to FIGS. 1-4: the utility model provides a high slope drainage system, includes side slope 1, irrigation canals and ditches 2 and drainage mechanism 3, set up the drainage mechanism 3 that is used for filtering, water-retaining and surface water in the water conservancy diversion side slope rock mass on the domatic of side slope 1, side slope 1 bottom is provided with irrigation canals and ditches 2, irrigation canals and ditches 2 communicate with each other with drainage mechanism 3 and are used for discharging water-retaining and surface water of enriching in the side slope rock mass after filtering.
The embodiment receives the side slope rock mass after drainage mechanism water conservancy diversion filters through the irrigation canals and ditches and gathers water and surface water, and the water of having avoided discharging into in the irrigation canals and ditches is mixed and has a large amount of silt to avoid silt to pile up in the irrigation canals and ditches, ensured the stability of drainage.
In a specific example, the drainage mechanism 3 includes an embedded cement frame 301, a diversion trench 302, a side support prefabricated member 303, a diversion plate 304 and a support cement baffle seat 305, a plurality of diversion plates 304 are lapped above the diversion trench 302, both sides of the diversion plate 304 are connected with the embedded cement frame 301 through the side support prefabricated member 303 for collecting water flow, a plurality of strip holes 3041 for filtering rainwater are arranged on the diversion plate 304, the strip holes 3041 lead to the diversion trench 302, the support cement baffle seat 305 is arranged at the lower part of the slope surface of the side slope 1 for supporting the embedded cement frame 301, the diversion trench 302, the side support prefabricated member 303 and the diversion plate 304, a filter net 3051 correspondingly matched with the water outlet of the diversion trench 302 is arranged on the support cement baffle seat 305, and the filter net 3051 leads to the ditch 2.
This embodiment can collect the pre-buried cement frame of both sides and collect rainwater down on the side brace prefab through the guide plate, bar hole through the guide plate can carry out the first layer of certain degree to the rainwater and filter, because the side slope has certain inclination, therefore, the guide plate that from the top down set gradually can carry out the water conservancy diversion of relative high efficiency and filter, rainwater after the water conservancy diversion filters finally flows in to the filter screen that supports the corresponding matching on the cement fender seat through the guiding gutter of guide plate below, carry out secondary filter through the filter screen and converge the irrigation canals and ditches, this embodiment passes through the guide plate, guiding gutter and filter screen carry out the water conservancy diversion, primary filter and secondary filter, silt has effectively been avoided piling up in the irrigation canals and ditches, ensure drainage system's stability.
In a specific example, each of the bar holes 3041 is evenly distributed in the length direction of the air deflector 304 at equal distances in the transverse direction.
The horizontal equidistance evenly distributed in the length direction of guide plate in bar hole of this embodiment can improve the efficiency of filtering the rainwater, prevents that silt from piling up.
In a specific example, the embedded cement frames 301 are distributed in a rectangular array, and the bottoms of the embedded cement frames 301 are embedded on the slope surface of the side slope 1.
It should be noted that, the embedded cement frame of this embodiment is distributed in a rectangular array and embedded on the slope surface of the side slope, so as to improve the slope surface strength of the side slope and prevent debris flow to a certain extent.
In a specific example, the guiding gutter 302 is filled with cobblestones.
The inside wearing feature that improves through filling the cobblestone of guiding gutter of this embodiment can effectual bearing rain wash for a long time.
In a specific example, the left side and the right side of the embedded cement frame 301 are both provided with a matching position for embedding the side support prefabricated member 303, and the left side wall and the right side wall of the embedded cement frame 301 and the inner side of the side support prefabricated member 303 are both provided with a plurality of groups of pouring holes 4 which are mutually matched.
Two side props the prefab of this embodiment can inlay the hole is pour in the left and right both sides of pre-buried cement frame and cooperation through agreeing with the position respectively, realizes the fixed mounting between two side props prefabs and the pre-buried cement frame, through adopting prefabricated component, and it is simple convenient to install.
In a specific example, the outer side wall of the side brace preform 303 is provided with an arc-shaped concave structure facing the deflector 304.
The arc concave surface structure of this embodiment can be convenient for the rainwater to collect towards the guide plate.
In a specific example, a clamping groove 3031 is formed outside the side support prefabricated member 303, and protrusions 3042 matched with the clamping groove 3031 are arranged on the left side and the right side of the guide plate 304.
This embodiment passes through draw-in groove and bellied corresponding cooperation, and the guide plate inlays the dress and is located rather than between two adjacent side props the prefab, through clamping between two side props the prefabs, and it is simple convenient to install, and the draw-in groove and the arch of mutual adaptation help spacing each other, have promoted drainage mechanism's whole compressive strength.
In a specific example, the top of the baffle 304 is provided with an arc-shaped groove.
The arc recess of this embodiment helps rivers to collect to the guide plate middle part to flow to the bar hole, be favorable to filtering the water conservancy diversion operation.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (9)
1. The utility model provides a high side slope drainage system, its characterized in that includes side slope (1), irrigation canals and ditches (2) and drainage mechanism (3), set up drainage mechanism (3) that are used for filtering, water and surface water in the water conservancy diversion side slope rock mass on the domatic of side slope (1), side slope (1) bottom is provided with irrigation canals and ditches (2), irrigation canals and ditches (2) communicate with each other with drainage mechanism (3) and are used for discharging water and surface water after the filtration in the side slope rock mass.
2. The high slope drainage system according to claim 1, wherein the drainage mechanism (3) comprises an embedded cement frame (301), a diversion trench (302), a side support prefabricated member (303), a diversion plate (304) and a support cement baffle seat (305), a plurality of diversion plates (304) are lapped above the diversion trench (302), both sides of the diversion plate (304) are connected with the embedded cement frame (301) through the side support prefabricated member (303) for collecting water flow, a plurality of strip holes (3041) for filtering rainwater are arranged on the diversion plate (304), the strip holes (3041) lead into the diversion trench (302), the support cement baffle seat (305) is arranged at the lower part of the slope surface of the slope (1) for supporting the embedded cement frame (301), the diversion trench (302), the side support prefabricated member (303) and the diversion plate (304), a filter screen (3051) matched with the water outlet of the diversion trench (302) is arranged on the support cement baffle seat (305), the filter screen (3051) opens into the trench (2).
3. The high slope drainage system according to claim 2, wherein each of the strip holes (3041) is evenly distributed in the length direction of the diversion plate (304) with equal distance in the transverse direction.
4. The high slope drainage system according to claim 2, wherein the embedded cement frames (301) are distributed in a rectangular array, and the bottoms of the embedded cement frames (301) are pre-embedded on the slope surface of the slope (1).
5. A high slope drainage system according to claim 2, wherein the interior of the diversion trench (302) is filled with cobbles.
6. The high slope drainage system according to claim 2, wherein the left and right sides of the embedded cement frame (301) are provided with fitting positions for embedding the side support prefabricated members (303), and the left and right side walls of the embedded cement frame (301) and the inner sides of the side support prefabricated members (303) are provided with a plurality of groups of pouring holes (4) which are matched with each other.
7. A high slope drainage system according to claim 2, characterized in that the outer side wall of the side shoring pre-form (303) is provided with an arc-shaped concave structure facing the deflector (304).
8. The high slope drainage system according to claim 2, wherein a clamping groove (3031) is formed outside the side support prefabricated member (303), and protrusions (3042) matched with the clamping groove (3031) are arranged on the left side and the right side of the guide plate (304).
9. A high slope drainage system according to claim 2 wherein the top of the deflector (304) is provided with an arcuate groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220996582.3U CN217128272U (en) | 2022-04-24 | 2022-04-24 | High slope drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220996582.3U CN217128272U (en) | 2022-04-24 | 2022-04-24 | High slope drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217128272U true CN217128272U (en) | 2022-08-05 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220996582.3U Active CN217128272U (en) | 2022-04-24 | 2022-04-24 | High slope drainage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217128272U (en) |
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2022
- 2022-04-24 CN CN202220996582.3U patent/CN217128272U/en active Active
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