Roadbed slope protection reinforcing structure in high-water-level area
By installing concrete protective frames and diversion channels on slopes in high-water-level areas, combined with corrosion-resistant metal connecting plates and poles, reinforcement nets, and drainage systems, the problem of soil erosion was solved, and the stability and protection effect of the slopes were improved.
Patent Information
- Application Number
- CN202520013301.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-03
- Publication Date
- 2025-12-26
- Estimated Expiration
- 2035-01-03
AI Technical Summary
In areas with high water levels, during the flood season, the scouring of slopes by river water and the runoff of rainwater can easily cause soil erosion, damaging the protective effect of the slopes and reducing their stability.
Equidistant concrete protective frames are installed on the slope surface. The frames are spliced together by diversion channels to form diversion channels, and reinforced with corrosion-resistant metal connecting plates and rods. Plants are planted in the internal planting troughs, and drainage channels are set up to divert rainwater. Reinforcing cones are used to improve the connection stability.
It improved the stability and protection of the slope, prevented soil erosion, optimized the overall protection of the slope, restored the ecological environment, and protected the river environment.
Smart Images
Figure CN223723770U_ABST
Abstract
Description
Technical Field
[0001] This application relates to the field of roadbed slope protection technology, specifically a roadbed slope protection and reinforcement structure in high water level areas. Background Technology
[0002] Roadbed slopes refer to the sloping surfaces on both sides of the roadbed cross section that connect to the ground. They are divided into embankment slopes and cutting slopes. They are an important component for ensuring the stability of the roadbed and play a vital role in preventing soil erosion.
[0003] In areas with high water levels, the rise in water levels during the flood season causes river water to erode the slopes, easily leading to soil erosion. When there is a lot of rain, surface runoff can also cause some erosion on the slopes, damaging their integrity and reducing their protective effect. Utility Model Content
[0004] To address the shortcomings of existing technologies, this application provides a roadbed slope protection and reinforcement structure for high-water-level areas. This structure can reinforce roadbed slopes, improve overall slope stability, prevent soil erosion caused by river water during the flood season, and guide surface runoff from rainwater to further prevent soil erosion. It also ensures the integrity and protective effect of the roadbed slope. This solution addresses the problems in high-water-level areas where rising water levels during the flood season cause river water to erode slopes, leading to soil erosion, and where heavy rainfall also causes surface runoff to erode slopes, damaging their integrity and reducing their protective effect.
[0005] To achieve the above objectives, this application provides the following technical solution: a roadbed slope protection and reinforcement structure in high water level areas, comprising a slope, wherein the slope surface is provided with equidistantly arranged protective frames, each protective frame has a flow guide channel on both sides, adjacent protective frames are spliced together through the flow guide channels to form a flow guide channel, a connecting plate is provided between adjacent protective frames, each connecting plate has equidistantly arranged insert rods fixedly connected to its bottom surface, each flow guide channel has equidistantly arranged insertion holes at its bottom, the insert rods are slidably inserted into the protective frames through the insertion holes, each protective frame has a fixedly connected docking plate at its top, each protective frame has a docking groove at its bottom, the docking plate is slidably inserted into the adjacent protective frames through the docking groove.
[0006] Through the above scheme, in the high water level area, the water level is lifted in the flood season, the river water forms the scouring to the slope, the soil erosion of the slope is caused, when the rain is more, the slope is also caused by the slope by the slope runoff, the integrity of the slope is damaged, the protection effect of the slope is reduced, the protection frame is arranged on the slope surface, the protection frame can be connected, the slope is reinforced, the stability of the slope is improved, the soil erosion of the slope caused by the scouring of the river water to the slope when the river water level is lifted in the flood season is avoided, the flow guide groove is arranged on the two sides of the protection frame, the adjacent protection frames are connected to form the flow guide channel, and then the rainwater is guided, the soil erosion of the slope caused by the slope runoff is avoided, the integrity of the slope is ensured, and the protection effect of the slope is optimized.
[0007] Further, the protection frame is made of concrete material, and the connecting plate and the insertion rod are made of corrosion-resistant metal material.
[0008] Through the above scheme, the protection frame made of concrete material has high strength and stability, can effectively prevent water flow scouring and soil erosion, and the connecting plate and the insertion rod made of corrosion-resistant metal material have high weather resistance, improving the stability of the connection between adjacent protection plates.
[0009] Further, the inside of each protection frame is provided with a reinforcing net, and the reinforcing net is made of corrosion-resistant metal material.
[0010] Through the above scheme, the reinforcing net can further improve the strength of the protection frame, and then improve the protection effect of the slope and increase the stability of the slope.
[0011] Further, the inside of each protection frame is provided with a planting groove, and the planting groove is centrally arranged.
[0012] Through the above scheme, suitable plants can be planted in the planting groove, which not only restores the green landscape of the slope, but also prevents soil erosion and improves the quality of the ecological environment.
[0013] Further, the top end of the slope is provided with a first drainage groove, the top end of the slope is provided with a first drainage channel arranged at equal intervals, the positions of the first drainage channels correspond to the positions of the flow guide channels respectively, and the first drainage channels communicate with the first drainage groove.
[0014] Through the above scheme, the first drainage groove can have a certain effect of intercepting road surface garbage, effectively preventing the road surface garbage from falling on the slope surface, and the first drainage channel can guide the rainwater in the first drainage groove, so that the rainwater flows into the flow guide channel, reducing the scouring of the slope surface by the slope runoff.
[0015] Further, the bottom of the slope is provided with a second drainage groove, and the bottom of the slope is provided with equidistantly arranged second drainage channels, the positions of the second drainage channels correspond to the positions of the flow guide channels respectively, and the second drainage channels are communicated with the second drainage groove.
[0016] Through the above scheme, the second drainage channel can guide the rainwater in the flow guide channel into the second drainage groove, and the second drainage groove can further intercept the road surface garbage, so as to avoid the flow of road surface garbage into the river channel and protect the river channel environment.
[0017] Further, the bottom of the slope is provided with equidistantly arranged third drainage channels, and the third drainage channels are communicated with the second drainage groove.
[0018] Through the above scheme, the third drainage channel can drain the rainwater in the second drainage groove to the river channel.
[0019] Further, the bottom surface of each protection frame is fixedly connected with equidistantly arranged reinforcing cones.
[0020] Through the above scheme, the reinforcing cone is inserted into the slope, which can improve the stability of the connection between the protection frame and the slope, thereby improving the stability of the protection frame, optimizing the protection effect of the protection frame on the slope, and improving the overall strength of the slope.
[0021] Compared with the prior art, the technical scheme of the present application has the following beneficial effects:
[0022] The high-water-area roadbed slope protection and reinforcement structure can reinforce the slope by arranging equidistantly arranged and interconnected protection frames on the slope surface, improve the stability of the slope, avoid soil and water loss caused by the erosion of river water on the slope during the flood season, and promote the connection between adjacent protection frames to form a flow guide channel, thereby guiding rainwater and avoiding soil and water loss caused by slope surface runoff, ensuring the integrity of the slope, optimizing the protection effect of the slope, and solving the problem of damage to the protection effect of the slope caused by the erosion of the slope during the flood season or heavy rain in the high-water-area river channel. BRIEF DESCRIPTION OF DRAWINGS
[0023] Figure 1 It is a whole three-dimensional structure diagram of the present application;
[0024] Figure 2 It is a whole top view structure diagram of the present application;
[0025] Figure 3 It is a vertical assembly structure diagram of the present application;
[0026] Figure 4 It is a reinforcing cone structure diagram of the present application;
[0027] Figure 5 Figure 1 is a structural diagram of a reinforced net of the present application;
[0028] Figure 6 Figure 2 is a structural diagram of a connecting plate of the present application.
[0029] In the figure:
[0030] 1, slope; 2, protective frame; 3, diversion groove; 4, diversion channel; 5, connecting plate; 6, insertion rod; 7, insertion hole; 8, butt joint plate; 9, butt joint groove; 10, reinforcing cone; 11, planting groove; 12, reinforcing net; 13, first drainage groove; 14, first drainage channel; 15, second drainage groove; 16, second drainage channel; 17, third drainage channel. DETAILED DESCRIPTION
[0031] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of protection of the present application.
[0032] Please refer to Figure 1 , Figure 3 and Figure 6 , the reinforced structure for protecting the slope of the roadbed in the high water level area in the embodiment includes a slope 1, the slope surface of the slope 1 is provided with equidistantly arranged protective frames 2, diversion grooves 3 are formed on both sides of each protective frame 2, adjacent protective frames 2 are connected by the diversion grooves 3 to form diversion channels 4, connecting plates 5 are arranged between adjacent protective frames 2, equidistantly arranged insertion rods 6 are fixedly connected to the bottom surface of each connecting plate 5, equidistantly arranged insertion holes 7 are formed in the bottom of each diversion groove 3, the insertion rods 6 are respectively inserted into the insertion holes 7 and the protective frames 2, butt joint plates 8 are fixedly connected to the top end of each protective frame 2, butt joint grooves 9 are formed in the bottom of each protective frame 2, and the butt joint plates 8 are inserted into the butt joint grooves 9 and the adjacent protective frames 2.
[0033] Please refer to Figure 3 and Figure 6 , the protective frames 2 are made of concrete, the connecting plates 5 and the insertion rods 6 are made of corrosion-resistant metal, the protective frames 2 made of concrete have high strength and stability, which can effectively prevent water erosion and soil erosion, and the connecting plates 5 and the insertion rods 6 made of corrosion-resistant metal have high weather resistance, which improves the stability of the connection between the adjacent protective frames 2.
[0034] Please refer to Figure 3 and Figure 5The inside of each protective frame 2 is provided with a reinforcing net 12 made of corrosion-resistant metal material, which can further improve the strength of the protective frame 2, thereby improving the protection effect on the slope 1 and increasing the stability of the slope 1.
[0035] Please refer to Figure 1 , Figure 3 and Figure 4 The inside of each protective frame 2 is provided with a planting groove 11 arranged centrally, and suitable plants can be planted in the planting groove 11, which can not only restore the green landscape of the slope 1, but also prevent soil erosion and improve the quality of the ecological environment.
[0036] Please refer to Figure 1 and Figure 2 The top of the slope 1 is provided with a first drainage groove 13, and the top of the slope 1 is provided with first drainage channels 14 arranged at equal intervals, the positions of the first drainage channels 14 correspond to the positions of the flow guide channels 4 respectively, the first drainage channels 14 communicate with the first drainage groove 13, the first drainage groove 13 can play a certain effect of intercepting road surface garbage, effectively preventing road surface garbage from falling on the slope surface, and the first drainage channels 14 can guide the rainwater in the first drainage groove 13 to flow into the flow guide channels 4, reducing the erosion of slope surface runoff on the slope surface.
[0037] Please refer to Figure 1 and Figure 2 The bottom of the slope 1 is provided with a second drainage groove 15, and the bottom of the slope 1 is provided with second drainage channels 16 arranged at equal intervals, the positions of the second drainage channels 16 correspond to the positions of the flow guide channels 4 respectively, the second drainage channels 16 communicate with the second drainage groove 15, the second drainage channels 16 can guide the rainwater in the flow guide channels 4 into the second drainage groove 15, and the second drainage groove 15 can further intercept road surface garbage to prevent road surface garbage from flowing into the river channel and protect the river channel environment.
[0038] Please refer to Figure 1 and Figure 2 The bottom of the slope 1 is provided with third drainage channels 17 arranged at equal intervals, the third drainage channels 17 communicate with the second drainage groove 15, and the third drainage channels 17 can drain the rainwater in the second drainage groove 15 to the river channel.
[0039] Please refer to Figure 4 The bottom surface of each protective frame 2 is fixedly connected with reinforcing cones 10 arranged at equal intervals, the reinforcing cones 10 are inserted into the inside of the slope 1, which can improve the stability of the connection between the protective frame 2 and the slope 1, thereby improving the stability of the protective frame 2, optimizing the protection effect of the protective frame 2 on the slope 1, and improving the overall strength of the slope 1.
[0040] The high-water-level area roadbed slope protection and reinforcement structure in the embodiment can reinforce the slope 1 and improve the stability of the slope 1 by arranging the protection frames 2 on the slope surface at equal intervals and connecting the protection frames 2 to each other, avoid soil and water loss of the slope 1 caused by river water erosion of the slope 1 during the flood season, promote the adjacent protection frames 2 to be spliced to form the flow guide channels 4 by opening the flow guide grooves 3 on both sides of the protection frames 2, and then guide rainwater, avoid soil and water loss of the slope 1 caused by slope surface runoff, protect the integrity of the slope 1, optimize the protection effect of the slope 1, and solve the problem that the slope 1 is easily eroded and the protection effect of the slope 1 is damaged during the flood season or when there is more rain in the high-water-level area river.
[0041] It should be noted that the protection frame 2, the flow guide groove 3, the insertion hole 7, the butt joint plate 8, and the butt joint groove 9 are integrally cast and formed, and the connecting plate 5 and the insertion rod 6 are integrally formed.
[0042] The working principle of the above embodiment is as follows:
[0043] When it is necessary to lay the protection frames on the slope surface of the slope 1, the protection frames 2 can be laid in the order from left to right and from top to bottom, the butt joint plate 8 of the lower protection frame 2 can be inserted into the butt joint groove 9 of the upper protection frame 2, the upper and lower adjacent protection frames 2 can be butt jointed and reinforced, the connecting plate 5 can be installed between the left and right two adjacent protection frames 2, the insertion rod 6 can be inserted into the insertion hole 7 of the adjacent protection frame 2, the left and right adjacent protection frames 2 can be butt jointed and reinforced, the protection frames 2 on the slope surface can form an integral whole, the protection effect of the protection frames 2 on the slope surface is improved, the protection strength of the slope 1 is also improved, soil and water loss of the slope 1 caused by river water erosion of the slope 1 during the flood season is avoided, when the slope surface runoff occurs, rainwater flows into the first drainage groove 13 from the road surface, then flows into the flow guide channels 4 formed by splicing the adjacent protection frames 2 through the first drainage channel 14, and then flows into the second drainage groove 15 through the second drainage channel 16, and finally flows into the river through the third drainage channel 17, the erosion of the slope 1 caused by the slope surface runoff is reduced, soil and water loss is avoided, the integrity and stability of the slope 1 are protected, and the protection effect of the slope 1 is optimized.
[0044] It is to be understood that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting; it is not intended to exclude myriad other embodiments of the present application that other inventors can develop based on the same general inventive concepts embodied by the enclosed claims. That is, although the present application is described in terms of particular embodiments and illustrative figures, it should be apparent that the application can be varied in a multitude of ways. Such alterations, many of which will be apparent to those skilled in the art, can be based on current technology, and as such, this application should not be limited to the particular embodiments described herein, but should be understood to include all embodiments that are within the scope of the appended claims and their equivalents.
[0045] While the embodiments of the application have been shown and described herein, it will be understood by those skilled in the art that many changes, modifications, substitutions and alterations to these embodiments can be made without departing from the principles and spirits of the application, which can be limited only by the scope of the appended claims and their equivalents.
Claims
1. A high-water-level area embankment slope protection and reinforcement structure comprising a slope (1), characterized in that: The slope (1) is provided with equidistantly arranged protection frames (2), each of which is provided with flow guide grooves (3) on both sides, adjacent protection frames (2) are connected through the flow guide grooves (3) to form flow guide channels (4), and each of the protection frames (2) is provided with a connecting plate (5) between adjacent protection frames (2), the bottom surface of each connecting plate (5) is fixedly connected with equidistantly arranged insertion rods (6), the bottom of each flow guide groove (3) is provided with equidistantly arranged insertion holes (7), the insertion rods (6) are respectively inserted into the protection frames (2) through the insertion holes (7), the top of each protection frame (2) is fixedly connected with a butt plate (8), the bottom of each protection frame (2) is provided with a butt groove (9), and the butt plate (8) is slidably inserted into the adjacent protection frame (2) through the butt groove (9).
2. The high-water-level-area embankment slope protection and reinforcement structure according to claim 1, characterized in that: The protection frame (2) is made of concrete, and the connecting plate (5) and the insertion rod (6) are made of corrosion-resistant metal.
3. The high-water-level-area embankment slope protection and reinforcement structure according to claim 1, characterized in that: Each of the protection frames (2) is provided with a reinforcing net (12) in the inside, and the reinforcing net (12) is made of corrosion-resistant metal.
4. The high-water-level-area embankment slope protection and reinforcement structure according to claim 1, characterized in that: Each of the protection frames (2) is provided with a planting groove (11) in the inside, and the planting groove (11) is centrally arranged.
5. The high-water-level-area embankment slope protection and reinforcement structure according to claim 1, characterized in that: The top of the slope (1) is provided with a first drainage groove (13), and the top of the slope (1) is provided with equidistantly arranged first drainage channels (14), the positions of the first drainage channels (14) correspond to the positions of the flow guide channels (4) respectively, and the first drainage channels (14) are in communication with the first drainage groove (13).
6. The high-water-level-area embankment slope protection and reinforcement structure according to claim 1, characterized in that: The bottom of the slope (1) is provided with a second drainage groove (15), and the bottom of the slope (1) is provided with equidistantly arranged second drainage channels (16), the positions of the second drainage channels (16) correspond to the positions of the flow guide channels (4) respectively, and the second drainage channels (16) are in communication with the second drainage groove (15).
7. The high-water-level-area embankment slope protection and reinforcement structure according to claim 6, characterized in that: The bottom of the slope (1) is provided with equidistantly arranged third drainage channels (17), and the third drainage channels (17) are in communication with the second drainage groove (15).
8. The high-water-level-area embankment slope protection and reinforcement structure according to claim 1, characterized in that: The bottom surface of each protection frame (2) is fixedly connected with equidistantly arranged reinforcing cones (10).