Convenient slope reinforcing structure for foundation construction engineering
By setting up slope protection layers, planting areas and drainage systems on the slope, combined with reinforcement mechanisms, the stability of the slope under rainwater erosion is solved, and the stability and cost-effectiveness of the slope are achieved.
Patent Information
- Application Number
- CN202422337200.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-25
- Publication Date
- 2025-07-04
- Estimated Expiration
- 2034-09-25
AI Technical Summary
Existing slopes are prone to rainwater erosion, causing soil to loosen and landslide and collapse. At the same time, the slope protection cost is high and easy to crack, which is not conducive to long-term use.
The slope protection layer is used to set up casting holes and casting channels, green plants are planted in the planting area, and reinforcement columns of the reinforcement mechanism are used to solidify and fix the concrete in the casting channel, and rainwater is discharged in combination with the drainage system to enhance slope stability.
Effectively prevent soil from being lost due to water flow erosion and wind erosion, enhance overall stability of the slope, reduce the risk of landslide and collapse, reduce the impact of rainwater on soil erosion, and reduce slope protection costs.
Smart Images
Figure CN223061621U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of slope reinforcement, and particularly relates to a slope reinforcement structure for a convenient basic construction project. Background Technique
[0002] As an important part of civil engineering, slope protection is mainly used to prevent slopes from being scoured and protect infrastructure such as mountains, roads, and highways from the erosion of factors such as rainwater and weathering. Ecological slope protection is an innovation and development of slope protection technology. It combines the basic knowledge of multiple disciplines such as engineering mechanics, soil science, ecology, and botany, and supports slopes or embankments by planting plants or combining engineering measures to form a comprehensive slope protection system.
[0003] When it rains, the existing slopes are scoured by rainwater, resulting in the soil being easily loosened, and then landslides and collapses occur. At the same time, the slope protection completely made of concrete is too costly and prone to differentiation and cracking, which is not conducive to long-term use. Summary of the Invention
[0004] The utility model provides a slope reinforcement structure for a convenient basic construction project, aiming to solve the problems that when it rains, the slopes are scoured by rainwater, resulting in the soil being easily loosened, and then landslides and collapses occur. At the same time, the slope protection completely made of concrete is too costly and prone to differentiation and cracking, which is not conducive to long-term use.
[0005] An embodiment of the utility model provides a slope reinforcement structure for a convenient basic construction project, including a soil base layer, a slope protection layer is covered on the surface of the soil base layer, a casting hole is opened on the upper surface of the slope protection layer, a step is arranged in the middle of the slope protection layer, the step divides the slope protection layer into a left slope protection and a right slope protection, planting areas are arranged on the surfaces of the left slope protection and the right slope protection, a reinforcement mechanism is further arranged above the planting areas, and a drainage system is arranged on the left slope protection and the right slope protection.
[0006] Further, the slope protection layer extends to the upper surface of the soil base layer, a casting channel is opened in the soil base layer, and the casting hole is communicated with the casting channel.
[0007] By adopting the above technical solution, concrete can be poured into the casting channel through the casting hole.
[0008] Further, the planting area is divided into a first planting area and a second planting area, the first planting area is located above the second planting area, and the top and bottom of the first planting area and the top of the second planting area are all in an upward arc shape.
[0009] By adopting the above technical solutions, green plants can be planted in the planting area. The root systems of the vegetation can effectively slow down the scouring of water flow. The functions of deep root anchoring and shallow root reinforcement of the vegetation, as well as reducing the pore water pressure of the slope body, intercepting rainfall, weakening splash erosion and controlling soil particle loss, jointly achieve soil and water conservation. At the same time, the left and right slopes with arc-shaped tops can prevent rainwater from staying at the top of the planting area.
[0010] Furthermore, bricks are installed in the first planting area and the second planting area, and the bricks are arranged in a honeycomb pattern.
[0011] By adopting the above technical solutions, the bricks arranged in a honeycomb pattern can exert a lateral confinement effect on the soil, and this confinement can effectively prevent the lateral movement of soil particles, thereby enhancing the overall stability of the slope.
[0012] Furthermore, the reinforcement mechanism includes through holes opened by the slope protection layer above the first planting area and the second planting area. The through holes penetrate the soil base layer. Reinforcing columns are inserted into the through holes. The reinforcing columns extend into the pouring channel. A clamping block is fixedly connected to one end of the reinforcing column located in the through hole, and the clamping block is in contact and fixed with the surface of the slope protection layer.
[0013] By adopting the above technical solutions, the reinforcing columns extend into the pouring channel, so that the reinforcing columns are fixed together after solidifying with the concrete in the pouring channel, thereby enhancing the stability of the slope.
[0014] Furthermore, the drainage system includes drainage holes provided on both sides of the planting area. A drainage pipe is provided inside the slope protection layer. The drainage holes are communicated with the drainage pipe, and the output end of the drainage pipe is communicated with an external sewer.
[0015] By adopting the above technical solutions, when it rains, rainwater can enter the drainage pipe through the drainage holes and be discharged into the external sewer, avoiding the direct scouring of the soil by rainwater and affecting the stability of the slope.
[0016] The beneficial effects of the present utility model are as follows:
[0017] 1. Through the setting of the slope protection layer in the present utility model, the slope protection layer can reinforce the soil base layer, effectively prevent the loss of soil due to natural factors such as water flow scouring and wind erosion, enhance the overall stability of the soil slope, and reduce the occurrence of disasters such as landslides and collapses.
[0018] 2. Through the setting of the planting area in the present utility model, green plants can be planted in the planting area. The root systems of the vegetation can effectively slow down the scouring of water flow. The functions of deep root anchoring and shallow root reinforcement of the vegetation, as well as reducing the pore water pressure of the slope body, intercepting rainfall, weakening splash erosion and controlling soil particle loss, jointly achieve soil and water conservation. At the same time, the arc-shaped slope protection can prevent rainwater from staying at the top of the planting area.
[0019] 3. Through the setting of the reinforcement mechanism in the present utility model, the strengthening columns extend into the casting channels, so that the strengthening columns are fixed together with the concrete in the casting channels after solidification, thereby enhancing the stability of the slope.
[0020] 4. Through the setting of the drainage system in the present utility model, when it rains, rainwater can enter the drainage pipes through the drainage holes and be discharged into the external sewer, avoiding the direct scouring of the soil by rainwater and affecting the stability of the slope.
[0021] Other features and advantages of the present utility model will be described in the subsequent description. And, partly, they will become obvious from the description, or be understood by implementing the present utility model. The objectives and other advantages of the present utility model can be achieved and obtained through the structures specifically pointed out in the description and the drawings. BRIEF DESCRIPTION OF THE DRAWINGS
[0022] The drawings are used to provide a further understanding of the present utility model and constitute a part of the description. Together with the embodiments of the present utility model, they are used to explain the present utility model and do not constitute a limitation to the present utility model. In the drawings:
[0023] Figure 1 is the front view structural schematic diagram of the embodiment of the present utility model;
[0024] Figure 2 is the side view perspective structural schematic diagram of the embodiment of the present utility model;
[0025] Reference numerals: 1, soil base layer; 11, casting channel; 2, slope protection layer; 3, casting hole; 4, step; 5, left slope protection; 6, right slope protection; 7, planting area; 71, first planting area; 72, second planting area; 73, brick; 8, reinforcement mechanism; 81, through hole; 82, strengthening column; 83, engaging block; 9, drainage system; 91, drainage hole; 92, drainage pipe. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0026] In order to make the objectives, technical solutions, and advantages of the technical solutions of the present utility model clearer, the technical solutions of the embodiments of the present utility model will be clearly and completely described below in conjunction with the accompanying drawings of specific embodiments of the present utility model. The same reference numerals in the drawings represent the same components. It should be noted that the described embodiments are part of the embodiments of the present utility model, rather than all of the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the described embodiments of the present utility model without creative efforts fall within the scope of protection of the present utility model.
[0027] Referring to Figure 1-2 , an embodiment of the present utility model provides a slope reinforcement structure for a convenient basic construction project, which includes a soil base layer 1. The surface of the soil base layer 1 is covered with a slope protection layer 2. Pouring holes 3 are formed on the upper surface of the slope protection layer 2. The slope protection layer 2 extends to the upper surface of the soil base layer 1. A pouring channel 11 is drilled in the soil base layer 1. The pouring holes 3 are communicated with the pouring channel 11. Concrete can be poured into the pouring channel 11 through the pouring holes 3. A step 4 is provided in the middle of the slope protection layer 2. The step 4 divides the slope protection layer 2 into a left slope protection 5 and a right slope protection 6.
[0028] Referring to Figure 1-2 , planting areas 7 are provided on the surfaces of the left slope protection 5 and the right slope protection 6. The planting areas 7 are divided into a first planting area 71 and a second planting area 72. The first planting area 71 is located above the second planting area 72. The top and bottom of the first planting area 71 and the top of the second planting area 72 are all in an upward arc shape. Bricks 73 are installed in the first planting area 71 and the second planting area 72. The bricks 73 are arranged in a honeycomb pattern. The honeycomb-arranged bricks 73 can exert a lateral confinement effect on the soil. This confinement can effectively prevent the lateral movement of soil particles, thereby enhancing the overall stability of the slope. Green plants can be planted in the planting areas 7. The root action of the vegetation can effectively slow down the water flow erosion. The deep root anchoring and shallow root reinforcement effects of the vegetation, as well as functions such as reducing the pore water pressure of the slope body, intercepting rainfall, weakening splash erosion, and controlling soil particle loss, jointly achieve soil and water conservation. At the same time, the left slope protection 5 and the right slope protection 6 with an arc shape at the top can prevent rainwater from staying at the top of the planting areas 7.
[0029] Referring to Figure 1-2 , a reinforcement mechanism 8 is further provided above the planting areas 7. The reinforcement mechanism 8 includes through holes 81 opened in the slope protection layer 2 above the first planting area 71 and the second planting area 72. The through holes 81 penetrate the soil base layer 1. Reinforcement columns 82 are inserted into the through holes 81. The reinforcement columns 82 extend into the pouring channel 11. A clamping block 83 is fixedly connected to one end of the reinforcement column 82 located in the through hole 81. The clamping block 83 is in contact and fixed with the surface of the slope protection layer 2. The reinforcement columns 82 extend into the pouring channel 11, so that the reinforcement columns 82 are fixed together after the concrete in the pouring channel 11 solidifies, thereby enhancing the stability of the slope.
[0030] Referring to Figure 1-2 , a drainage system 9 is also provided on the left slope protection 5 and the right slope protection 6. The drainage system 9 includes drainage holes 91 provided on both sides of the planting area 7, and a drainage pipeline 92 is provided inside the slope protection layer 2. The drainage holes 91 are communicated with the drainage pipeline 92, and the output end of the drainage pipeline 92 is communicated to the external sewer. When it rains, rainwater can enter the drainage pipeline 92 through the drainage holes 91 and be discharged into the external sewer, avoiding direct scouring of the soil by rainwater and affecting the stability of the slope.
[0031] The implementation method is specifically as follows: When strengthening the soil base layer 1, first drill holes at the upper end of the soil base layer 1 so that a pouring channel 11 is formed in the soil base layer 1. Lay the slope protection layer 2 on the soil base layer 1, and at the same time make the pouring holes 3 at the top of the slope protection layer 2 communicate with the pouring channel 11. Drill through holes 81 on the front surface of the soil base layer 1 and the slope protection layer 2 so that the through holes 81 extend all the way to communicate with the pouring channel 11. Insert strengthening columns 82 into the through holes 81 so that the strengthening columns 82 extend into the pouring channel 11. Then, when pouring concrete, the strengthening columns 82 can be fixed with the concrete to strengthen the stability of the slope protection layer 2. At the same time, plants can be planted in the planting area 7 on the surface of the slope protection layer 2. Through the root action of the vegetation, the scouring of water flow can be effectively slowed down. The deep root anchoring and shallow root reinforcement effects of the vegetation, as well as functions such as reducing the pore water pressure of the slope body, intercepting rainfall, weakening splash erosion, and controlling soil particle loss, jointly achieve soil and water conservation, further strengthening the stability of the slope protection layer 2. At the same time, when it rains, the first planting area 71 and the second planting area 72 with arc-shaped tops can prevent rainwater from staying at the top. Through the setting of the drainage holes 91, rainwater can enter the drainage pipeline 92, avoiding the scouring of rainwater on the soil and affecting the stability of the slope.
[0032] The above shows and describes the basic principles, main features and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited by the above embodiments. What is described in the above embodiments and the specification only illustrates the principle of the present invention. Without departing from the spirit and scope of the present invention, the present invention will have various changes and improvements, and these changes and improvements all fall within the scope of the present invention claimed. The scope of protection claimed by the present invention is defined by the appended claims and their equivalents.
Claims
1. A slope reinforcement structure for a convenient basic construction project, including a soil base layer (1), characterized in that, The surface of the soil base layer (1) is covered with a slope protection layer (2). The upper surface of the slope protection layer (2) is provided with a casting hole (3). A step (4) is provided in the middle of the slope protection layer (2). The step (4) divides the slope protection layer (2) into a left slope protection (5) and a right slope protection (6). The surfaces of the left slope protection (5) and the right slope protection (6) are both provided with planting areas (7). A reinforcement mechanism (8) is further provided above the planting areas (7). A drainage system (9) is also provided on the left slope protection (5) and the right slope protection (6).
2. The slope reinforcement structure of a convenient basic construction project according to claim 1, characterized in that: The slope protection layer (2) extends to the upper surface of the soil base layer (1). A casting channel (11) is drilled in the soil base layer (1). The casting hole (3) is communicated with the casting channel (11).
3. The slope reinforcement structure of a convenient basic construction project according to claim 1, characterized in that: The planting area (7) is divided into a first planting area (71) and a second planting area (72). The first planting area (71) is located above the second planting area (72). The top and bottom of the first planting area (71) and the top of the second planting area (72) are all in an upward arc shape.
4. The slope reinforcement structure of a convenient basic construction project according to claim 3, characterized in that: Bricks (73) are installed in the first planting area (71) and the second planting area (72). The bricks (73) are arranged in a honeycomb pattern.
5. The slope reinforcement structure of a convenient basic construction project according to claim 4, characterized in that: The reinforcement mechanism (8) includes a through hole (81) opened in the slope protection layer (2) above the first planting area (71) and the second planting area (72). The through hole (81) penetrates the soil base layer (1). A strengthening column (82) is inserted in the through hole (81). The strengthening column (82) extends into the casting channel (11). A clamping block (83) is fixedly connected to one end of the strengthening column (82) located in the through hole (81). The clamping block (83) is in contact and fixed with the surface of the slope protection layer (2).
6. The slope reinforcement structure of a convenient basic construction project according to claim 3, characterized in that: The drainage system (9) includes drainage holes (91) provided on both sides of the planting area (7). A drainage pipe (92) is provided inside the slope protection layer (2). The drainage holes (91) are communicated with the drainage pipe (92). The output end of the drainage pipe (92) is communicated with an external sewer.