CN210658233U - Slope protection structure for hydraulic and hydroelectric engineering - Google Patents
Slope protection structure for hydraulic and hydroelectric engineering Download PDFInfo
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- CN210658233U CN210658233U CN201921290610.4U CN201921290610U CN210658233U CN 210658233 U CN210658233 U CN 210658233U CN 201921290610 U CN201921290610 U CN 201921290610U CN 210658233 U CN210658233 U CN 210658233U
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- 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
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Abstract
The utility model discloses a water conservancy and hydropower engineering side slope protective structure, including the slope body and the dam body of setting in slope body one side, slope body bottom one side is provided with the barricade, slope body upper surface is fixed and is provided with the installation frame, installation frame upper surface is fixed and is provided with the water conservancy diversion layer, water conservancy diversion layer upper surface is fixed and is provided with the permeable formation, and the even interval of water conservancy diversion layer upper surface has seted up a plurality of drainage grooves, the outlet has been seted up to barricade upper end side, outlet and drainage groove intercommunication, permeable formation upper surface is laid and is had the face and spread the layer. The utility model has the advantages of reasonable design, stable in structure through the setting on permeable formation and water conservancy diversion layer, realizes getting rid of rivers, has avoided the water impact slope body to cause soil erosion and water loss, with the slope body of rivers discharge, also can effectively reduce slope body heavy burden, has promoted the life of this structure effectively, and the setting of layer and vegetation is spread through regular hexagon's face, has promoted the aesthetic property of this structure greatly.
Description
Technical Field
The utility model relates to a hydraulic and hydroelectric engineering technical field especially relates to a hydraulic and hydroelectric engineering side slope protective structure.
Background
Along with the development of the times, the living standard of people is continuously improved, the hydraulic and hydroelectric engineering technology is also continuously improved, the hydraulic and hydroelectric engineering generally has side slopes, the traditional side slopes are steep, the slope surface has large scale and large height, most of slag materials are weathered rocks, fragments and the like, so that the slag body structure is loose, the amount of the rocks is large, the soil is less, water and soil loss is easily caused under the external force action of rainstorm and the like, even the slag body collapses, the stability and the safety of the slag body side slopes are influenced, and the regional environment and the landscape coordination are also influenced.
At present, the protection of the water conservancy and hydropower engineering side slope is generally to singly use a protective net for protection, although the protection mode is simple, the condition that the water and soil loss can not be effectively inhibited occurs, and certain potential safety hazards exist.
Therefore, a slope protection structure for the hydraulic and hydroelectric engineering is provided.
SUMMERY OF THE UTILITY MODEL
The utility model provides a hydraulic and hydroelectric engineering side slope protective structure, aim at restrain soil erosion and water loss's the condition effectively and take place, promote the security performance of water conservancy water and electricity side slope.
In order to realize the technical purpose, the technical effect is achieved, the utility model discloses a realize through following technical scheme:
the utility model provides a hydraulic and hydroelectric engineering side slope protective structure, includes the slope body and sets up the dam body in slope body one side, slope body bottom one side is provided with the barricade, slope body upper surface fixed is provided with the installation frame, installation frame upper surface fixed is provided with the water conservancy diversion layer, water conservancy diversion layer upper surface fixed is provided with the permeable formation, and the even interval of water conservancy diversion layer upper surface has seted up a plurality of drainage grooves, the outlet has been seted up to barricade upper end side, outlet and drainage groove intercommunication, permeable formation upper surface is laid and is had the face and spread the layer.
Preferably, among the above-mentioned hydraulic and hydroelectric engineering side slope protective structure, the installation frame lower surface is provided with a plurality of fixed columns, and the fixed setting of fixed column is inside the slope body.
Based on above-mentioned technical characteristics, install the installation frame through the fixed column, promoted this side slope protective structure's overall stability greatly.
Preferably, among the above-mentioned hydraulic and hydroelectric engineering side slope protective structure, the outlet surface is provided with separates the net.
Based on above-mentioned technical characteristics, through setting up and separating the net, avoid large-scale abandonment rubbish to enter into inside the outlet, lead to the outlet to block up.
Preferably, among the above-mentioned hydraulic and hydroelectric engineering side slope protective structure, the barricade lower extreme is provided with the buffering slope, just buffering slope side is the slope form.
Based on the technical characteristics, the impact of water flow on the retaining wall is effectively reduced by arranging the buffering slope.
Preferably, among the above-mentioned hydraulic and hydroelectric engineering side slope protective structure, the face is spread the layer and is regular hexagon structure, and the face is spread the layer center and has been seted up logical groove, it is filled with the fine sand layer to lead to the inslot, plant the vegetation in the fine sand layer.
Based on above-mentioned technical characteristics, the setting of vegetation has promoted holistic sight, and the carrier of fine sand layer as vegetation, the water permeability is excellent.
Preferably, among the above-mentioned hydraulic and hydroelectric engineering side slope protective structure, the surface is spread the layer upper surface and is located logical groove even interval and has seted up a plurality of drainage through-holes all around.
Based on the technical characteristics, the drainage performance of the surface laying layer is effectively improved by arranging the drainage through holes.
Preferably, in the slope protection structure of the hydraulic and hydroelectric engineering, a gravel layer is laid on the upper surface of the fine sand layer.
Based on the technical characteristics, the fine sand layer is effectively prevented from losing under the action of strong wind by arranging the gravel layer.
Preferably, among the above-mentioned hydraulic and hydroelectric engineering side slope protective structure, the guard net has been laid through the erection column to the surface layer upper surface, erection column fixed mounting is in the surface layer upper surface.
Based on the technical characteristics, through setting up the protection network, avoided the rubble layer to roll along the face and laid the layer, caused the potential safety hazard.
The utility model has the advantages that:
the utility model has the advantages of reasonable design, stable in structure through the setting on permeable formation and water conservancy diversion layer, realizes getting rid of rivers, has avoided the water impact slope body to cause soil erosion and water loss, with the slope body of rivers discharge, also can effectively reduce slope body heavy burden, has promoted the life of this structure effectively, and the setting of layer and vegetation is spread through regular hexagon's face, has promoted the aesthetic property of this structure greatly.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the structure of the diversion layer of the present invention;
fig. 3 is a schematic view of the surface layer structure of the present invention.
In the drawings, the components represented by the respective reference numerals are listed below:
1-a slope body; 2-a dam body; 3-fixing the column; 4-mounting the frame; 5-a flow guiding layer; 6-a permeation layer; 7-surface laying; 8-a protection net; 9-mounting a column; 10-vegetation; 11-fine sand layer; 12-a crushed stone layer; 13-a water outlet; 14-buffer slope; 15-retaining wall; 16-a drainage groove; 17-a drain through hole; 18-a screen; 19-through groove.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-3, the present embodiment is a slope protection structure for water conservancy and hydropower engineering, including a slope body 1 and a dam body 2 disposed on one side of the slope body 1, a retaining wall 15 is disposed on one side of the bottom of the slope body 1, an installation frame 4 is fixedly disposed on the upper surface of the slope body 1, a flow guiding layer 5 is fixedly disposed on the upper surface of the installation frame 4, a permeable layer 6 is fixedly disposed on the upper surface of the flow guiding layer 5, and a plurality of drainage grooves 16 are disposed on the upper surface of the flow guiding layer 5 at uniform intervals, through the arrangement of the permeable layer 6 and the flow guiding layer 5, water flow is eliminated, water and soil erosion caused by water flow impacting the slope body 1 are avoided, water flow is discharged out of the slope body 1, the load of the slope body 1 can be effectively reduced, the service life of the structure is effectively prolonged, a drainage port 13 is disposed on the side surface of the upper, through the arrangement of the separation net 18, the large waste garbage is prevented from entering the water outlet 13 to cause the water outlet 13 to be blocked, the upper surface of the permeable layer 6 is fully paved with the surface paving layer 7, the surface paving layer 7 is of a regular hexagon structure, the center of the surface paving layer 7 is provided with the through groove 19, the through groove 19 is filled with the fine sand layer 11, the vegetation 10 is planted in the fine sand layer 11, the arrangement of the vegetation 10 improves the overall ornamental value, the fine sand layer 11 is used as a carrier of the vegetation 10, the water permeability is excellent, the upper surface of the surface paving layer 7 is provided with a plurality of drainage through holes 17 at the periphery of the through groove 19 at uniform intervals, through the arrangement of the drainage through holes 17, the drainage performance of the surface paving layer 7 is effectively improved, the upper surface of the fine sand layer 11 is paved with the gravel layer 12, through the gravel layer 12, the fine sand layer 11 is effectively prevented from being lost under the action of strong wind, the upper surface paving the surface of the, through setting up protection network 8, avoided rubble layer 12 edgewise to spread layer 7 and rolled, cause the potential safety hazard, 4 lower surfaces of installation frame are provided with a plurality of fixed columns 3, and fixed column 3 is fixed to be set up in 1 inside the slope body, install installation frame 4 through fixed column 3, this side slope protective structure's overall stability has been promoted greatly, 15 lower extremes of barricade are provided with buffering slope 14, and buffering slope 14 side is the slope form, through setting up buffering slope 14, the impact of rivers to barricade 15 has effectively been reduced.
The utility model discloses a concrete implementation, when using, rivers are spread layer 7 through the face, and the entering face is spread layer 7 on drainage through hole 17 and logical groove 19, rivers and the contact of permeable formation 6, enter into water conservancy diversion layer 5 through permeable formation 6 in, carry out the drainage through drainage groove 16 in the water conservancy diversion layer 5, finally discharge through outlet 13, the setting of this structure has avoided rivers impact slope body 1 to cause soil erosion and water loss, with rivers discharge slope body 1, also can effectively reduce 1 heavy burden of slope body, has promoted the life of this structure effectively, the utility model discloses rational in infrastructure stable, the practicality is strong.
In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not exhaustive and do not limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.
Claims (8)
1. The utility model provides a hydraulic and hydroelectric engineering side slope protective structure which characterized in that: including slope body (1) and dam body (2) of setting in slope body (1) one side, slope body (1) bottom one side is provided with barricade (15), fixed surface is provided with installation frame (4) on slope body (1), fixed surface is provided with water conservancy diversion layer (5) on installation frame (4), fixed surface is provided with permeable formation (6) on water conservancy diversion layer (5), and water conservancy diversion layer (5) upper surface even interval has seted up a plurality of drainage grooves (16), outlet (13) have been seted up to barricade (15) upper end side, outlet (13) and drainage groove (16) intercommunication, permeable formation (6) upper surface is laid and has been covered surface spread layer (7).
2. The hydraulic and hydroelectric engineering side slope protective structure of claim 1, wherein: the lower surface of the installation frame (4) is provided with a plurality of fixing columns (3), and the fixing columns (3) are fixedly arranged inside the slope body (1).
3. The hydraulic and hydroelectric engineering side slope protective structure of claim 1, wherein: the surface of the water outlet (13) is provided with a separation net (18).
4. The hydraulic and hydroelectric engineering side slope protective structure of claim 1, wherein: the lower end of the retaining wall (15) is provided with a buffering slope (14), and the side surface of the buffering slope (14) is inclined.
5. The hydraulic and hydroelectric engineering side slope protective structure of claim 1, wherein: the surface paving layer (7) is of a regular hexagon structure, a through groove (19) is formed in the center of the surface paving layer (7), a fine sand layer (11) is filled in the through groove (19), and vegetation (10) is planted in the fine sand layer (11).
6. The hydraulic and hydroelectric engineering side slope protective structure of claim 1, wherein: the upper surface of the surface laying layer (7) is provided with a plurality of drainage through holes (17) at the periphery of the through groove (19) at uniform intervals.
7. The hydraulic and hydroelectric engineering side slope protective structure of claim 5, wherein: and a gravel layer (12) is laid on the upper surface of the fine sand layer (11).
8. The hydraulic and hydroelectric engineering side slope protective structure of claim 5, wherein: the upper surface of the surface laying layer (7) is paved with a protection net (8) through a mounting column (9), and the mounting column (9) is fixedly mounted on the upper surface of the surface laying layer (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921290610.4U CN210658233U (en) | 2019-08-10 | 2019-08-10 | Slope protection structure for hydraulic and hydroelectric engineering |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921290610.4U CN210658233U (en) | 2019-08-10 | 2019-08-10 | Slope protection structure for hydraulic and hydroelectric engineering |
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| CN210658233U true CN210658233U (en) | 2020-06-02 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114737519A (en) * | 2022-03-04 | 2022-07-12 | 安徽省维宁建设集团有限公司 | River course slope protection laying construction method for hydraulic engineering |
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2019
- 2019-08-10 CN CN201921290610.4U patent/CN210658233U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114737519A (en) * | 2022-03-04 | 2022-07-12 | 安徽省维宁建设集团有限公司 | River course slope protection laying construction method for hydraulic engineering |
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