Mine green slope gravel protection device
By designing a mine green slope gravel protection device containing herringbone baffles, fenders, water diversion channels and shui ditches, the problems of rolling gravel on the mine slope and soil erosion are solved, safe protection of gravel and effective utilization of water and soil, and the green ecological environment is protected.
Patent Information
- Application Number
- CN202421802370.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-29
- Publication Date
- 2025-05-09
- Estimated Expiration
- 2034-07-29
AI Technical Summary
Due to the adhesion of gravel and poor soil quality on the slopes in the mine area, gravel rolling down and soil erosion are prone to occur, and the existing technology is difficult to effectively prevent these problems.
A mine green slope gravel protection device is designed, including herringbone baffles, fenders, water drains, first gutters and second gutters, and through the synergistic action of these components, it prevents gravel from rolling down and soil erosion.
Effectively prevent gravel from falling and hurting people, and guide soil and soil into gutters to intercept lost soil to realize soil recycling and utilization. At the same time, use gutters to collect rainwater, realize rainwater collection and reuse, and protect the green ecological environment.
Smart Images
Figure CN222847226U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of slope protection, in particular to a mine green slope gravel protection device. Background Art
[0002] For the high and steep slopes on both sides of the roads in the mining area, if engineering measures are not taken, it will be difficult for the plant growth matrix to attach to the slope surface and the plants will not be able to grow. Therefore, vegetation slope protection technology must be a combination of plant measures and engineering measures to effectively solve the problems of slope engineering protection and ecological environment protection, which not only ensures the stability of the slope, but also achieves the rapid recovery of slope vegetation.
[0003] Due to long-term mining activities, the soil quality of the mine slopes is poor. Through vegetation coverage, the soil quality of the slopes is protected and the risks of landslides and other risks are prevented. It also improves greening and protects the ecological environment. However, the slopes in the mining area are different from those in conventional areas. The slopes in the mining area often have gravel attached to the slopes, which is very easy to roll down. At the same time, soil erosion will also be very serious. In order to improve this situation, it is necessary to design a mine green slope gravel protection device. Utility Model Content
[0004] The utility model aims to provide a mine green slope gravel protection device in order to solve the above problems.
[0005] In order to achieve the above purpose, the utility model provides the following technical solutions:
[0006] The utility model discloses a mine green slope gravel protection device, comprising:
[0007] A herringbone baffle is laid transversely on the slope, with the lower end of the herringbone baffle inserted into the slope and the upper end exposed above the slope;
[0008] Mudguards, which are multiple groups with the same structure and are spaced and distributed along the transverse extension direction of the herringbone baffles, and the mudguards are located on the herringbone baffles and arranged in the uphill direction of the slope;
[0009] A water diversion channel is longitudinally arranged on the slope along the slope direction, and a group of the water diversion channels is arranged between each adjacent two herringbone baffles in the transverse direction;
[0010] A first water storage ditch is arranged at the top of the slope and along the lateral extension direction of the slope; and
[0011] The second water storage ditch is arranged at the bottom of the slope and along the lateral extension direction of the slope. The lower end of the water diversion channel extends into the second water storage ditch.
[0012] Furthermore, the herringbone baffles are arranged in multiple groups evenly distributed along the slope direction.
[0013] Furthermore, the mudguard is located at one end of the lower end of the herringbone baffle that is inserted into the slope, and is also inserted into the slope.
[0014] Furthermore, water diversion notches are provided at positions on both sides of the water diversion channel that are connected to the herringbone baffle, and the water diversion notches are located above the herringbone baffle.
[0015] Furthermore, an opening is arranged at the lower end of the first water storage ditch on the side facing the slope, an isolation net is arranged in the opening, and the lower end of the first water storage ditch is backfilled with soil to the height of the upper end of the opening.
[0016] In the above technical solution, the utility model provides a mine green slope gravel protection device, which has the following beneficial effects:
[0017] The device prevents gravel from rolling down through the herringbone baffle, thus playing a buffering role, and guides the rolling gravel and flowing water to the water diversion channel, and then introduces them into the second water storage ditch through the water diversion channel, so as to prevent the gravel from rolling down and injuring people. The lost soil is also intercepted by the second water storage ditch, playing a collection role, which is convenient for recycling. At the same time, the first water storage ditch is used to collect rainwater, and the rainwater is slowly infiltrated into the soil so that the rainwater can be collected and reused, which is beneficial to the protection of the green ecological environment. Therefore, the device can protect the ecological environment on the slopes of the mining area, and better avoid the rolling of gravel and soil erosion. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings required for use in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in the present utility model. For ordinary technicians in this field, other drawings can also be obtained based on these drawings.
[0019] Figure 1 A schematic diagram of the structure of a mine green slope gravel protection device provided by an embodiment of the utility model;
[0020] Figure 2 A schematic diagram of the structure of a first water storage ditch and a second water storage ditch of a mine green slope gravel protection device provided by an embodiment of the utility model;
[0021] Figure 3 A schematic diagram of the distribution of mud guards on a herringbone baffle of a mine green slope gravel protection device provided in an embodiment of the utility model.
[0022] Description of reference numerals:
[0023] 1. Herringbone baffle; 2. Mud guard; 3. Water diversion channel; 4. First water storage ditch; 5. Second water storage ditch; 6. Water diversion gap; 7. Opening; 8. Isolation net. DETAILED DESCRIPTION
[0024] In order to enable those skilled in the art to better understand the technical solution of the present invention, the present invention will be further described in detail below in conjunction with the accompanying drawings.
[0025] See also Figure 1-3 , a mine green slope gravel protection device, comprising:
[0026] The herringbone baffle 1 is laid horizontally on the slope, with the lower end of the herringbone baffle 1 inserted into the slope and the upper end exposed above the slope. The herringbone structure of the herringbone baffle 1 is equivalent to the baffles on both sides of the symmetry being inclined, so as to guide the gravel and accumulated water to move downward along the herringbone baffle 1, and the upper end of the herringbone baffle 1 exposed above the slope can play a buffering role for the rolling gravel to prevent injury;
[0027] Mudguards 2 are multiple groups with the same structure and are arranged at intervals along the lateral extension direction of the herringbone baffle 1. Mudguards 2 are arranged on the herringbone baffle 1 toward the uphill direction of the slope. When the accumulated water flows along the herringbone baffle 1, it will take away a part of the soil. The mudguards 2 play a certain interception role to prevent excessive loss of soil.
[0028] A water diversion channel 3 is longitudinally arranged on the slope along the slope direction, and a group of water diversion channels 3 is arranged between each adjacent two-person herringbone baffles 1 in the transverse direction;
[0029] A first water storage ditch 4 is arranged at the top of the slope and along the lateral extension direction of the slope, and rainwater is accumulated through the first water storage ditch 4 to achieve the purpose of rainwater collection and reuse; and
[0030] The second water storage ditch 5 is arranged at the bottom of the slope and along the lateral extension direction of the slope. The lower end of the water diversion channel 3 extends into the second water storage ditch 5 to guide the gravel and water in the water diversion channel 3 guided by the herringbone baffle 1 to the second water storage ditch 5 for collection through the water diversion channel 3. This prevents gravel from rolling down and injuring people, and also intercepts the lost soil through the second water storage ditch 5, which plays a collection role, is convenient for recycling, and even the soil intercepted in the second water storage ditch 5 can be backfilled on the slope for use.
[0031] Furthermore, a plurality of groups of herringbone baffles 1 are evenly distributed along the slope direction to better achieve multiple interception and guidance of gravel and accumulated water.
[0032] Furthermore, the mudguard 2 is located at one end of the lower end of the herringbone baffle 1 inserted into the slope, and is also inserted into the slope to better intercept the soil and prevent soil loss.
[0033] Furthermore, water diversion notches 6 are provided at the positions connecting the herringbone baffles 1 on both sides of the water diversion channel 3, and the water diversion notches 6 are located above the herringbone baffles 1, so that the gravel and accumulated water intercepted and guided by the herringbone baffles 1 can more easily enter the water diversion channel 3.
[0034] Furthermore, an opening 7 is provided at the lower end of the first water storage ditch 4 on the side facing the slope, an isolation net 8 is provided in the opening 7 , and the lower end of the first water storage ditch 4 is backfilled with soil to the height of the upper end of the opening 7 .
[0035] Specifically, while collecting rainwater in the first water storage ditch 4, soil is backfilled in the first water storage ditch 4 to the height of the upper end of the opening 7, so as to utilize the water storage characteristics of the soil, so that the soil in the first water storage ditch 4 can slowly infiltrate water into the soil below the slope for rainwater reuse, which is more conducive to the implementation of ecological protection. The isolation net 8 serves to intercept the soil in the first water storage ditch 4 to prevent loss, and the interception net cannot intercept water, so that rainwater can normally infiltrate into the soil below the slope.
[0036] To sum up, the device prevents gravel from rolling down through the herringbone baffle, plays a buffering role, and guides the rolling gravel and flowing water to the water diversion channel, and introduces it into the second water storage ditch through the water diversion channel to prevent the gravel from rolling down and injuring people. The lost soil is also intercepted by the second water storage ditch to collect it for easy recycling. At the same time, the first water storage ditch is used to collect rainwater, and the rainwater is slowly infiltrated into the soil so that it can be collected and reused, which is beneficial to the protection of the green ecological environment. Therefore, the device can protect the ecological environment on the slopes of the mining area and better avoid the rolling of gravel and soil erosion.
[0037] The above only describes some exemplary embodiments of the present invention by way of illustration. It is undoubted that those skilled in the art can modify the described embodiments in various ways without departing from the spirit and scope of the present invention. Therefore, the above drawings and descriptions are illustrative in nature and should not be construed as limiting the scope of protection of the claims of the present invention.
Claims
1. A mine green slope gravel protection device, characterized in that: include: A herringbone baffle (1) is laid transversely on the slope, with the lower end of the herringbone baffle (1) inserted into the slope and the upper end exposed above the slope; Mudguards (2) are multiple groups of the same structure and are arranged at intervals along the lateral extension direction of the herringbone baffle (1); the mudguards (2) are located on the herringbone baffle (1) and are arranged in an uphill direction toward the slope; A water diversion channel (3) is longitudinally arranged on the slope along the slope direction, and a group of the water diversion channels (3) is arranged between each two adjacent herringbone baffles (1) in the transverse direction; A first water storage ditch (4) is arranged at the top of the slope and along the lateral extension direction of the slope; as well as The second water storage ditch (5) is arranged at the bottom of the slope and is arranged along the lateral extension direction of the slope. The lower end of the water diversion channel (3) extends into the second water storage ditch (5).
2. A mine green slope gravel protection device according to claim 1, characterized in that: The herringbone baffles (1) are arranged in multiple groups evenly distributed along the slope direction.
3. A mine green slope gravel protection device according to claim 1, characterized in that: The mudguard (2) is located at one end of the lower end of the herringbone baffle (1) inserted into the slope, and is also inserted into the slope.
4. A mine green slope gravel protection device according to claim 1, characterized in that: Water diversion notches (6) are provided at positions on both sides of the water diversion channel (3) that are connected to the herringbone baffle (1), and the water diversion notches (6) are located above the herringbone baffle (1).
5. A mine green slope gravel protection device according to claim 1, characterized in that: An opening (7) is provided at the lower end of the first water storage ditch (4) on the side facing the slope, an isolation net (8) is provided in the opening (7), and soil is backfilled at the lower end of the first water storage ditch (4) to the height of the upper end of the opening (7).