Slope monitoring and reinforcing system based on highway construction

Abstract

The present application relates to the technical fields of slope monitoring and reinforcing, and discloses a slope monitoring and reinforcing system based on highway construction, which comprises a retaining wall, a drainage ditch located on a slope is excavated on one side of the retaining wall, a reinforcing assembly is arranged on the other side of the retaining wall and fixed on the slope, drainage assemblies are sequentially arranged along the length direction of the slope, and drainage mechanisms are sequentially arranged on the top of the drainage assemblies and along the length direction thereof. The present application effectively avoids the soil erosion and settlement inside the soil layer caused by the large amount of seepage water, improves the strength of the slope, facilitates the monitoring personnel to timely monitor the state of the slope, can monitor the seepage and settlement state of the soil at different depths and directions of the slope, facilitates the management and maintenance personnel to monitor and maintain the internal state of the slope, improves the monitoring accuracy of the slope, and facilitates the timely maintenance and management of the slope.

Description

Technical Field

[0001] This invention relates to the field of slope monitoring and reinforcement technology, and in particular to a slope monitoring and reinforcement system based on highway construction. Background Technology

[0002] Slope monitoring refers to the monitoring of slope displacement speed and direction to understand the movement of rocks on a slope and detect signs of slope failure. Due to the special nature of highways as linear structures, they inevitably form various types of slopes during construction or when crossing various geological bodies and encountering various adverse geological phenomena. In the process of monitoring and reinforcing highway slopes, the slope settlement caused by long-term rainwater infiltration is often overlooked. When slopes settle, they are prone to disasters such as collapses and landslides. Therefore, a slope monitoring and reinforcement system based on highway construction is proposed. Summary of the Invention

[0003] To address the technical problem that slope settlement caused by long-term rainwater infiltration is often overlooked during highway slope monitoring and reinforcement, which can easily lead to landslides and other disasters, this invention provides a slope monitoring and reinforcement system based on highway construction.

[0004] The present invention is achieved by the following technical solution: a slope monitoring and reinforcement system based on highway construction, including a retaining wall, a drainage ditch excavated on one side of the retaining wall, a reinforcement component set on the other side of the retaining wall and fixed on the slope, a drainage component set sequentially along the length of the slope, a diversion mechanism set on the top of the drainage component and distributed sequentially along its length, an anchor rod and a seepage monitoring component fixed to the reinforcement component, a barrier layer fixed to the side of the retaining wall near the reinforcement component, and a water receiving pipe set on one side of the barrier layer and fixedly connected to the retaining wall;

[0005] The permeation monitoring component includes a support cylinder connected to a reinforcement component. An adjusting rod is movably sleeved on the support cylinder. A support plate, arranged sequentially along the length of the support cylinder, is slidably sleeved on the outer ring of one end of the adjusting rod extending into the support cylinder. The support plate is fixedly sleeved to the inner wall of the support cylinder. A U-shaped limiting plate, arranged in an array along the axis of the adjusting rod, is fixedly attached to the top of the support plate. An abutment plate is slidably connected to the opening on the side of the limiting plate away from the adjusting rod. A helical rack, arranged along the length of the abutment plate, is fixedly attached above the end of the abutment plate near the adjusting rod. The abutment plate extends into the limiting rod... A long, strip-shaped resistance bar is provided on one side of one end of the plate. An L-shaped conductive bar is installed on the top of the end of the resistance bar away from the adjusting rod and is fixedly sleeved with the contact plate. A conductive plate is installed on the end of the conductive bar that extends out of the contact plate and is fixedly sleeved with the inner wall of the limiting plate. The end of the conductive plate away from the adjusting rod is connected to a terminal block one that is fixedly connected with the limiting plate. A terminal block two that is fixedly connected with the limiting plate is installed on the side of the resistance bar near the adjusting rod. A pressure plate that is fixedly sleeved with the adjusting rod is installed on the top of the helical rack, and a ring-shaped helical gear is fixedly connected to the bottom of the pressure plate.

[0006] Using the above technical solution, a retaining wall is constructed at the bottom of the slope. Then, a ditch is excavated along the length of the slope, extending from the top to the bottom. Drainage components are then pre-embedded in the ditch and covered with soil. The slope is then leveled, and reinforcement components are poured on the leveled slope. After the reinforcement components have been cured, the drainage mechanism is inserted into the slope along the length of the drainage components and fixed to the reinforcement components. Then, anchor bolts and seepage monitoring components are installed. Green plants are planted inside the reinforcement components to prevent soil erosion. After the reinforcement is completed, a control box, rain gauge, water level gauge, and settlement angle measuring instrument are installed on the slope for slope monitoring.

[0007] As a further improvement to the above solution, the drainage component includes drainage pipes distributed sequentially along the length of the retaining wall and extending upward along the slope, and separation mechanisms arranged sequentially along the length of the drainage pipes. The separation mechanism includes a bottom plate with an upward-opening arc-shaped structure, connecting pipes fixedly sleeved at both ends of the bottom plate and fixedly sleeved with the drainage pipes, extension plates fixedly connected to the top of both sides of the bottom plate and fixedly connected with the connecting pipes, a permeable plate with an arc-shaped structure fixed between the two sets of extension plates at their far ends, end covers fixedly connected to both ends of the permeable plate and fixedly connected with the connecting pipes, a shaping plate with an arc-shaped structure arranged sequentially along the length of the two sets of extension plates fixedly connected between them, and a support plate fixedly connected to the bottom concave surface of the permeable plate at the top of the shaping plate.

[0008] As a further improvement to the above solution, the permeable plate has permeable holes, and the drainage pipe extends to the retaining wall and is fixedly connected to the retaining wall.

[0009] As a further improvement to the above solution, one end of the contact plate extending into the limiting plate is fixedly connected to a spring that is fixedly connected to the inner side wall of the limiting plate, the bottom of the bearing cylinder is fixedly connected to the tip of a conical structure, and the bottom of the adjusting rod is fixedly connected to a spring that is connected to the top of the tip.

[0010] As a further improvement to the above solution, the adjusting rod extends out of the top outer ring of the bearing cylinder and is slidably sleeved with a locking plate of an annular structure that is fixedly connected to the top of the bearing cylinder. The locking plate is threaded with a locking screw. A handle is installed at one end of the adjusting rod that extends out of the top of the locking plate. An installation plate of an annular structure is fixedly sleeved on the top outer ring of the bearing cylinder.

[0011] As a further improvement to the above solution, a guide tube is installed on one side of the adjusting rod and is fixedly sleeved with the support plate, and the bearing cylinder has an extension hole that is slidably sleeved with the contact plate.

[0012] Using the above technical solution, a placement hole for installing the permeability monitoring component is drilled on the slope. Then, the permeability monitoring component is inserted into the shaping hole on the reinforcement component, and the bearing cylinder is extended into the placement hole. The mounting plate on the outer ring of the bearing cylinder is fixed to the reinforcement component using bolts. After that, the placement hole is filled and the bearing cylinder is reinforced.

[0013] Before installation, loosen the locking screw on the locking plate, then press the adjusting rod downwards. The pressure plate on the adjusting rod will move downwards, causing the helical gear to move downwards and engage with the top of the helical rack. Rotate the adjusting rod using the handle; the helical gear will rotate, driving the helical rack along its length, causing the contact plate to move inwards towards the limiting plate and then towards the bearing cylinder. This prevents the contact plate from protruding from the extension hole on the bearing cylinder, facilitating the placement of the bearing cylinder into the placement hole. During monitoring, adjust the position between the contact plate and the limiting plate using the adjusting rod as described above. Position the second terminal on the limiting plate to the middle of the resistor strip on the side of the contact plate, placing the limiting plate in the starting monitoring position. Then pull the adjusting rod upwards; at this point, the helical gear will not engage with the helical rack. Under the action of spring one, the contact plate remains at the starting monitoring position. When seepage settlement occurs at the current position, the soil at the current position settles, and the squeezing force on the contact plate decreases. At this time, under the action of spring one, the contact plate slides along the limiting plate to the outside of the bearing cylinder, and the resistance strip located between terminal two and terminal one becomes shorter. At this time, the resistance monitored between terminal two and terminal one decreases. When the soil at the current position is squeezed, the extended contact plate moves into the bearing cylinder under the soil squeezing. According to the above principle, the resistance monitored between terminal two and terminal one increases. Subsequently, the soil seepage and squeezing state of the slope at the current position is determined based on the change in resistance monitored between terminal two and terminal one, realizing the monitoring of the change in slope soil seepage at different depths and orientations.

[0014] As a further improvement to the above solution, the drainage mechanism includes a long strip-shaped base plate, with inclined side plates fixed to both sides of the base plate, and the base plate and side plates forming a V-shaped structure. An extension plate connected to the reinforcing component is fixed to the end of the base plate.

[0015] Through the above technical solution, when rainwater infiltrates downwards on the slope, it is guided by the upwardly inclined diversion mechanism. The rainwater infiltrates into the interior of the slope along the base plate and side plate, preventing the infiltrated rainwater from directly infiltrating and eroding the slope. Then, the diverted rainwater flows to the separation mechanism on the drainage component. The rainwater flows through the permeable holes on the permeable plate and into the drainage ditch. The collected infiltrated water flows downwards along the drainage pipe and is discharged. The infiltrated water is separated, guided, and collected, effectively preventing soil erosion and settlement on the inner side of the soil layer caused by the large-scale accumulation and flow of infiltrated water, dispersing the impact force of the infiltrated water, and improving the slope strength.

[0016] As a further improvement to the above solution, the reinforcement component includes a grid-shaped structure formed by horizontal and vertical reinforcement rods. A shaping hole for anchor connection is reserved at the intersection of the horizontal and vertical reinforcement rods. The reinforcement component is cast with reinforced concrete.

[0017] The above technical solutions form an integrated reinforcement and protection structure on the slope surface, thereby improving the overall strength of the slope.

[0018] As a further improvement to the above solution, a settlement tilt measuring instrument is fixedly connected to the top of the reinforcement component, a rain gauge is installed at the bottom of the slope, and a water level gauge extending towards the slope is fixedly connected to the reinforcement component.

[0019] The above technical solutions enable the monitoring of slope water levels and rainfall.

[0020] As a further improvement to the above solution, a control box is installed on the top of the slope, a photovoltaic panel is installed on the top of the control box, a controller, a wireless transceiver and a battery are installed inside the control box, and a data interface is installed on one side of the control box.

[0021] Compared with the prior art, the beneficial effects of the present invention are as follows:

[0022] This invention can separate, guide, and collect infiltrated water, effectively preventing soil erosion and settlement on the inner side of the soil layer caused by the large-scale accumulation and flow of infiltrated water, dispersing the impact force of infiltrated water, and improving slope strength.

[0023] This invention enables slope monitoring, allowing monitoring personnel to monitor slope status in a timely manner and facilitating subsequent slope maintenance and early warning.

[0024] This invention can monitor the seepage and settlement state of soil at different depths and directions on slopes, making it easier for management and maintenance personnel to monitor and maintain the internal conditions of slopes, improving the accuracy of slope monitoring, and facilitating timely maintenance and management of slopes. Attached Figure Description

[0025] Figure 1 This is a schematic diagram of the overall structure of the present invention;

[0026] Figure 2 This is a schematic diagram of the drainage mechanism provided by the present invention;

[0027] Figure 3 This is a schematic diagram of the structure of the penetration monitoring component provided by the present invention;

[0028] Figure 4 A cross-sectional view of the permeation monitoring component provided by the present invention;

[0029] Figure 5 A top view of the permeation monitoring component provided by the present invention;

[0030] Figure 6 A top view of the limiting plate and the contact plate provided in this invention;

[0031] Figure 7 A side view of the limiting plate and the abutment plate provided for this invention;

[0032] Figure 8 This is a schematic diagram of the drainage component provided by the present invention;

[0033] Figure 9 A schematic diagram of the separation mechanism provided by the present invention;

[0034] Figure 10 This is a schematic diagram of the structure of the reinforcement component provided by the present invention.

[0035] Explanation of key symbols:

[0036] 1 Retaining wall, 2 Drainage ditch, 3 Reinforcement component, 4 Drainage component, 5 Drainage mechanism, 6 Permeability monitoring component, 7 Anchor bolt, 8 Barrier layer, 9 Water inlet pipe, 31 Horizontal reinforcement rod, 32 Vertical reinforcement rod, 33 Shaping hole, 41 Drainage pipe, 42 Connecting pipe, 43 Base plate, 44 Extension plate, 45 Permeable plate, 46 End cover, 47 Shaping plate, 48 Support plate, 51 Base plate, 52 Side plate, 53 Extension plate, 61 Bearing cylinder, 62 Support plate, 63 Limiting plate, 64 Contact plate, 65 Spring 1, 66 Protrusion hole, 67 Helical rack, 68 Adjusting rod, 69 Pressure plate, 910 Helical gear, 611 Guide pipe, 612 Resistance strip, 613 Conductive strip, 614 Conductive plate, 615 Terminal 1, 616 Terminal 2. Detailed Implementation

[0037] The present invention will now be further described in conjunction with the accompanying drawings and specific embodiments. It should be noted that, without conflict, the various embodiments or technical features described below can be arbitrarily combined to form new embodiments.

[0038] Example 1

[0039] Please combine Figures 1-10 The slope monitoring and reinforcement system based on highway construction in this embodiment includes a retaining wall 1, a drainage ditch 2 excavated on one side of the retaining wall 1, a reinforcement component 3 set on the other side of the retaining wall 1 and fixed on the slope, a drainage component 4 arranged sequentially along the length of the slope, a diversion mechanism 5 set on the top of the drainage component 4 and distributed sequentially along its length, an anchor rod 7 and a seepage monitoring component 6 fixed to the reinforcement component 3, a barrier layer 8 fixed on the side of the retaining wall 1 near the reinforcement component 3, and a water receiving pipe 9 set on one side of the barrier layer 8 and fixedly connected to the retaining wall 1.

[0040] The permeation monitoring component 6 includes a support cylinder 61 connected to the reinforcement component 3. An adjusting rod 68 is movably sleeved on the support cylinder 61. A support plate 62, arranged sequentially along the length of the support cylinder 61, is slidably sleeved on the outer ring of one end of the adjusting rod 68 extending into the support cylinder 61. The support plate 62 is fixedly sleeved to the inner wall of the support cylinder 61. A U-shaped limiting plate 63, arranged in an array along the axis of the adjusting rod 68, is fixedly attached to the top of the support plate 62. An abutment plate 64 is slidably connected to the opening on the side of the limiting plate 63 away from the adjusting rod 68. A helical rack 67, arranged along the length of the abutment plate 64, is fixedly attached above the end of the abutment plate 64 near the adjusting rod 68. A section of the abutment plate 64 extends into the side of the limiting plate 63. The resistor 612 has a long strip structure. At the top of the end of the resistor 612 away from the adjusting rod 68, an L-shaped conductive strip 613 is installed and fixedly sleeved with the contact plate 64. At the end of the conductive strip 613 extending out of the contact plate 64, a conductive plate 614 is installed and fixedly sleeved with the inner wall of the limiting plate 63. At the end of the conductive plate 614 away from the adjusting rod 68, a terminal 615 fixedly connected to the limiting plate 63 is connected. At the side of the resistor 612 near the adjusting rod 68, a terminal 616 fixedly connected to the limiting plate 63 is installed. At the top of the helical rack 67, a pressure plate 69 is installed and fixedly sleeved with the adjusting rod 68. At the bottom of the pressure plate 69, a ring-shaped helical gear 610 is fixedly connected.

[0041] The end of the contact plate 64 that extends into the limiting plate 63 is fixedly connected to a spring 65 that is fixedly connected to the inner wall of the limiting plate 63. The bottom of the bearing cylinder 61 is fixedly connected to the tip of a conical structure, and the bottom of the adjusting rod 68 is fixedly connected to a spring 2 that is connected to the top of the tip.

[0042] The adjusting rod 68 extends out of the top outer ring of the bearing cylinder 61 and is slidably sleeved with a locking plate of an annular structure that is fixedly connected to the top of the bearing cylinder 61. The locking plate is threaded with a locking screw. A handle is installed at one end of the adjusting rod 68 that extends out of the top of the locking plate. The top outer ring of the bearing cylinder 61 is fixedly sleeved with a mounting plate of an annular structure.

[0043] A guide tube 611 is installed on one side of the adjusting rod 68 and is fixedly sleeved with the support plate 62. The bearing cylinder 61 has an extension hole 66 that is slidably sleeved with the contact plate 64.

[0044] The implementation principle of the slope monitoring and reinforcement system based on highway construction in this application embodiment is as follows: a retaining wall 1 is constructed at the bottom of the slope. Then, a ditch extending from the top to the bottom of the slope is excavated along the length of the slope. The drainage component 4 is then pre-embedded in the ditch and covered with soil. The slope is then leveled, and the reinforcement component 3 is poured on the leveled slope. After the reinforcement component 3 has been cured, the drainage mechanism 5 is inserted into the slope along the length of the drainage component 4 and fixed to the reinforcement component 3. Then, the anchor rod 7 and the seepage monitoring component 6 are installed. Green plants are planted inside the reinforcement component 3 to prevent soil erosion. After the reinforcement is completed, a control box, rain gauge, water level gauge and settlement angle measuring instrument are installed on the slope for slope monitoring.

[0045] Example 2

[0046] Based on Embodiment 1, this embodiment is further improved in that: the drainage component 4 includes drainage pipes 41 that are distributed sequentially along the length of the retaining wall 1 and extend upward along the slope, and separation mechanisms that are arranged sequentially along the length of the drainage pipes 41. The separation mechanism includes an arc-shaped base plate 43 with an upward opening, a connecting pipe 42 that is fixedly sleeved at both ends of the base plate 43 and fixedly sleeved with the drainage pipes 41, an extension plate 44 that is fixedly sleeved at the top of both sides of the base plate 43 and fixedly sleeved with the connecting pipe 42, a permeable plate 45 with an arc-shaped structure that is fixedly sleeved between the two sets of extension plates 44 at their respective ends, an end cover 46 that is fixedly sleeved at both ends of the permeable plate 45 and fixedly sleeved with the connecting pipe 42, a shaping plate 47 with an arc-shaped structure that is arranged sequentially along the length of the two sets of extension plates 44, and a support plate 48 that is fixedly sleeved at the top of the shaping plate 47 and fixedly sleeved with the concave surface of the bottom of the permeable plate 45.

[0047] The permeable board 45 has permeable holes, and the drainage pipe 41 extends to the retaining wall 1 and is fixedly connected to the retaining wall 1.

[0048] Example 3

[0049] The drainage mechanism 5 includes a long strip-shaped base plate 51, with inclined side plates 52 fixedly attached to both sides of the base plate 51, and the base plate 51 and the side plates 52 forming a V-shaped structure. An extension plate 53 connected to the reinforcing component is fixedly attached to the end of the base plate 51.

[0050] Example 4

[0051] The reinforcement component 3 includes a grid-shaped structure formed by horizontal reinforcement rods 31 and vertical reinforcement rods 32. A shaping hole 33 for connecting the anchor rod 7 is reserved at the intersection of the horizontal reinforcement rods 31 and the vertical reinforcement rods 32. The reinforcement component 3 is formed by casting reinforced concrete.

[0052] A settlement tilt measuring instrument is fixed to the top of the reinforcement component 3, a rain gauge is installed at the bottom of the slope, and a water level gauge extending towards the slope is fixed to the reinforcement component 3.

[0053] A control box is installed at the top of the slope, and a photovoltaic panel is installed on the top of the control box. Inside the control box are a controller, a wireless transceiver, a battery, and a resistance tester. A data interface is installed on one side of the control box. The controller is connected to the data interface, the photovoltaic panel, the rain gauge, the water level gauge, the settlement tilt meter, the wireless transceiver, the resistance tester, and the battery. The resistance tester is connected to terminal 615 and terminal 616 via wires.

[0054] Working principle:

[0055] When reinforcing the slope, firstly, a retaining wall 1 is constructed at the bottom of the slope. Then, a ditch is excavated along the length of the slope, extending from the top to the bottom of the slope. The drainage component 4 is then pre-embedded in the ditch and covered with soil. After that, the slope is leveled, and the reinforcement component 3 is poured on the leveled slope. After the reinforcement component 3 has been cured, the drainage mechanism 5 is inserted into the slope along the length of the drainage component 4 and fixed to the reinforcement component 3. Then, the anchor rod 7 and the seepage monitoring component 6 are installed. Green plants are planted inside the reinforcement component 3 to prevent soil erosion. After the reinforcement is completed, a control box, rain gauge, water level gauge and settlement angle measuring instrument are installed on the slope for slope monitoring.

[0056] When in use, as rainwater infiltrates downwards on the slope, it is guided by the upward-sloping diversion mechanism 5. The rainwater infiltrates into the interior of the slope along the base plate 51 and the side plate 52, preventing the infiltrated rainwater from directly infiltrating and scouring the slope. Then, the diverted rainwater flows to the separation mechanism on the drainage component 4. The rainwater flows through the permeable holes on the permeable plate 45 and the collected infiltrated water flows downwards along the drainage pipe 41 to the drainage ditch 2 for discharge. The infiltrated water is separated, guided, and collected, effectively preventing soil scouring and settlement on the inner side of the soil layer due to the large amount of infiltrated water flowing and dispersing the impact force of the infiltrated water, thus improving the slope strength.

[0057] Meanwhile, during the monitoring of slope settlement, a placement hole for installing the permeability monitoring component 6 is first drilled on the slope. Then, the permeability monitoring component 6 is inserted into the shaping hole 33 on the reinforcement component 3, and the bearing cylinder 61 is extended into the placement hole. The mounting plate on the outer ring of the bearing cylinder 61 is fixed to the reinforcement component 3 using bolts. After that, the placement hole is filled to reinforce the bearing cylinder 61.

[0058] Before installation, loosen the locking screw on the locking plate, then press the adjusting rod 68 downwards. The pressure plate 69 on the adjusting rod 68 moves downwards, causing the helical gear 610 to move downwards and engage with the top of the helical rack 67. Rotate the adjusting rod 68 using the handle; the helical gear 610 rotates, driving the helical rack 67 along its length, causing the contact plate 64 to move inwards towards the limiting plate 63 and towards the bearing cylinder 61. This prevents the contact plate 64 from protruding from the extension hole 66 on the bearing cylinder 61, facilitating the placement of the bearing cylinder 61 into the placement hole. During monitoring, adjust the position between the contact plate 64 and the limiting plate 63 using the adjusting rod 68, positioning the second terminal 616 on the limiting plate 63 in the middle of the resistor strip 612 on the side of the contact plate 64, so that the limiting plate 63 is in the starting monitoring position. Then pull the adjusting rod 68 upwards; at this point, the helical gear 610 will not engage with the helical rack 67. When the strip 67 engages, the contact plate 64 remains in the initial monitoring position under the action of the spring 65. When seepage settlement occurs at the current position, the soil at the current position settles, and the squeezing force on the contact plate 64 decreases. At this time, under the action of the spring 65, the contact plate 64 slides along the limiting plate 63 to the outside of the bearing cylinder 61. The resistance strip 612 located between the second terminal 616 and the first terminal 615 becomes shorter. At this time, the resistance monitored between the second terminal 616 and the first terminal 615 decreases. When the soil at the current position is squeezed, the extended contact plate 63 moves into the bearing cylinder 61 under the soil squeezing. According to the above principle, the resistance monitored between the second terminal 616 and the first terminal 615 increases. Subsequently, the soil seepage and squeezing state at the current position is determined based on the change in resistance monitored between the second terminal 616 and the first terminal 615, realizing the monitoring of the soil seepage changes at different depths and orientations.

[0059] This design can separate, guide, and collect infiltrate water, effectively preventing soil erosion and settlement on the inner side of the soil layer caused by the large-scale accumulation and flow of infiltrate water. It disperses the impact force of infiltrate water, improves slope strength, and enables slope monitoring. This allows monitoring personnel to monitor the slope condition in a timely manner, facilitating subsequent slope maintenance and early warning. It can monitor the infiltration and settlement status of soil at different depths and directions on the slope, making it easier for management and maintenance personnel to monitor and maintain the internal conditions of the slope, improving the accuracy of slope monitoring, and facilitating timely slope maintenance and management.

[0060] The above embodiments are merely preferred embodiments of the present invention and should not be construed as limiting the scope of protection of the present invention. Any non-substantial changes and substitutions made by those skilled in the art based on the present invention shall fall within the scope of protection claimed by the present invention.

Claims

1. A slope monitoring and reinforcement system based on highway construction, including retaining walls, characterized in that, The retaining wall has a drainage ditch excavated on one side of the slope, a reinforcement component set on the other side of the retaining wall and fixed on the slope, a drainage component set sequentially along the length of the slope, a diversion mechanism set on the top of the drainage component and distributed sequentially along its length, an anchor rod and a seepage monitoring component fixed to the reinforcement component, a barrier layer fixed to the side of the retaining wall near the reinforcement component, and a water receiving pipe set on one side of the barrier layer and fixedly connected to the retaining wall. The permeation monitoring component includes a support cylinder connected to a reinforcement component. An adjusting rod is movably sleeved on the support cylinder. A support plate, arranged sequentially along the length of the support cylinder, is slidably sleeved on the outer ring of one end of the adjusting rod extending into the support cylinder. The support plate is fixedly sleeved to the inner wall of the support cylinder. A U-shaped limiting plate, arranged in an array along the axis of the adjusting rod, is fixedly attached to the top of the support plate. An abutment plate is slidably connected to the opening on the side of the limiting plate away from the adjusting rod. A helical rack, arranged along the length of the abutment plate, is fixedly attached above the end of the abutment plate near the adjusting rod. The abutment plate extends into the limiting rod... A long strip-shaped resistance bar is provided on one side of one end of the plate. An L-shaped conductive bar is installed on the top of the end of the resistance bar away from the adjustment rod and is fixedly sleeved with the contact plate. A conductive plate is installed on the end of the conductive bar that extends out of the contact plate and is fixedly sleeved with the inner wall of the limiting plate. The end of the conductive plate away from the adjustment rod is connected to a terminal block one that is fixedly connected with the limiting plate. A terminal block two that is fixedly connected with the limiting plate is installed on the side of the resistance bar that is close to the adjustment rod. A pressure plate that is fixedly sleeved with the adjustment rod is installed on the top of the helical rack. A ring-shaped helical gear is fixedly connected to the bottom of the pressure plate. The drainage assembly includes drainage pipes distributed sequentially along the length of the retaining wall and extending upward along the slope, and separation mechanisms arranged sequentially along the length of the drainage pipes. The separation mechanism includes an arc-shaped base plate with an upward opening, connecting pipes fixedly sleeved at both ends of the base plate and fixedly sleeved with the drainage pipes, extension plates fixedly sleeved at the top of both sides of the base plate and fixedly sleeved with the connecting pipes, a permeable plate with an arc-shaped structure fixed between the two sets of extension plates at their far ends, end covers fixedly sleeved at both ends of the permeable plate and fixedly sleeved with the connecting pipes, a shaping plate with an arc-shaped structure arranged sequentially along the length of the two sets of extension plates fixedly between them, and a support plate fixedly sleeved at the top of the shaping plate and fixedly sleeved with the concave surface of the bottom of the permeable plate.

2. The slope monitoring and reinforcement system based on highway construction as described in claim 1, characterized in that, The permeable board has permeable holes, and the drainage pipe extends to the retaining wall and is fixedly connected to the retaining wall.

3. The slope monitoring and reinforcement system based on highway construction as described in claim 1, characterized in that, The end of the contact plate that extends into the limiting plate is fixedly connected to a spring one that is fixedly connected to the inner side wall of the limiting plate. The bottom of the bearing cylinder is fixedly connected to the tip of a conical structure, and the bottom of the adjusting rod is fixedly connected to a spring two that is connected to the top of the tip.

4. The slope monitoring and reinforcement system based on highway construction as described in claim 1, characterized in that, The adjusting rod extends out of the top outer ring of the bearing cylinder and is slidably sleeved with a locking plate of an annular structure that is fixedly connected to the top of the bearing cylinder. The locking plate is threaded with a locking screw. A handle is installed at one end of the adjusting rod that extends out of the top of the locking plate. An installation plate of an annular structure is fixedly sleeved on the top outer ring of the bearing cylinder.

5. The slope monitoring and reinforcement system based on highway construction as described in claim 1, characterized in that, One side of the adjusting rod is fitted with a guide tube that is fixedly sleeved with the support plate, and the bearing cylinder has an extension hole that is slidably sleeved with the contact plate.

6. The slope monitoring and reinforcement system based on highway construction as described in claim 1, characterized in that, The drainage mechanism includes a long strip-shaped base plate, with inclined side plates fixed to both sides of the base plate, and the base plate and side plates forming a V-shaped structure. An extension plate connected to the reinforcement component is fixed to the end of the base plate.

7. The slope monitoring and reinforcement system based on highway construction as described in claim 1, characterized in that, The reinforcement component includes a grid-shaped structure formed by horizontal and vertical reinforcement rods. The intersection of the horizontal and vertical reinforcement rods has a pre-drilled hole for anchor connection. The reinforcement component is cast with reinforced concrete.

8. The slope monitoring and reinforcement system based on highway construction as described in claim 1, characterized in that, A settlement tilt measuring instrument is fixed to the top of the reinforcement component, a rain gauge is installed at the bottom of the slope, and a water level gauge extending towards the slope is fixed to the reinforcement component.

9. The slope monitoring and reinforcement system based on highway construction as described in claim 1, characterized in that, A control box is installed at the top of the slope. A photovoltaic panel is installed on the top of the control box. The control box contains a controller, a wireless transceiver, and a battery. A data interface is installed on one side of the control box.

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