Slope monitoring and emergency reinforcing integrated structure and using method

Abstract

The invention provides a slope monitoring and emergency reinforcing integrated structure and a using method, the integrated structure comprises a reinforcing plate, an anchoring foot, an anti-pulling rod and a dip angle adjusting piece, and the anchoring foot penetrates through the reinforcing plate in the plate thickness direction; the anti-pulling rod is movably connected with the anchoring foot and can stretch out and draw back in the radial direction of the anchoring foot. The inclination angle adjusting piece is arranged above the reinforcing plate, and the executing end of the inclination angle adjusting piece is connected with a surface displacement monitoring instrument assembly. According to the integrated structure, the anchoring system and the monitoring instrument are integrated into a whole through the reinforcing plate, synchronous and rapid deployment of slope emergency reinforcing and displacement monitoring is achieved, the problem that structures interfere with one another in traditional separated operation is avoided, it is ensured that monitoring data truly reflect the slope deformation condition, and the safety of slope emergency reinforcing and displacement monitoring is improved. The anchoring reliability is enhanced through the anti-pulling rod, the monitoring adaptability is improved through the inclination angle adjusting piece, and an integrated solution which is rapid in installation, stable in anchoring and accurate in monitoring is formed.

Description

Technical Field

[0001] This invention relates to the field of building construction technology, and in particular to an integrated structure and method for slope monitoring and emergency reinforcement. Background Technology

[0002] Slope engineering is an important field in geotechnical engineering, widely used in highways, railways, water conservancy, and mining. To ensure the long-term stability and safety of slopes, a combination of monitoring and reinforcement measures is usually required. Among these measures, surface displacement monitoring is a direct and effective method that can detect early signs of slope deformation in a timely manner.

[0003] Currently, in actual engineering projects, especially in emergency rescue or situations requiring rapid deployment, the temporary reinforcement of slopes and the installation of monitoring equipment are often two separate processes. The conventional approach is to first reinforce the potential slip zone by driving in anchor bolts and laying baffles, and then install surface displacement monitoring instruments on or near the reinforced structure.

[0004] The aforementioned separate operation method has obvious shortcomings: First, the procedures are cumbersome and time-consuming, making it difficult to meet the stringent timeliness requirements of emergency rescue; second, the lack of a stable and unified connection between the reinforcement structure and the monitoring instruments results in poor overall integrity, which may lead to mutual interference under continuous slope deformation, resulting in distorted monitoring data or failure of the reinforcement structure; third, the installation angle of most monitoring instruments is fixed or the adjustment range is limited, making it difficult to accurately adapt to the complex and ever-changing actual slope morphology, affecting monitoring accuracy and instrument protection.

[0005] Therefore, there is an urgent need for an integrated structure that can efficiently integrate emergency reinforcement functions with surface displacement monitoring functions. Summary of the Invention

[0006] The purpose of this invention is to provide an integrated structure and method for slope monitoring and emergency reinforcement, thereby addressing the shortcomings in the aforementioned background technology.

[0007] The technical solution of this invention is: an integrated structure for slope monitoring and emergency reinforcement, comprising:

[0008] Reinforcing plate;

[0009] An anchor foot, wherein the anchor foot penetrates the reinforcing plate along the plate thickness direction;

[0010] An anti-pull-out rod, which is movably connected to the anchor foot and can extend and retract radially along the anchor foot;

[0011] An angle adjustment component is provided above the reinforcing plate, and its actuating end is connected to a surface displacement monitoring instrument assembly.

[0012] Furthermore, the sidewall of the anchor foot is provided with a radial through hole, and the pull-out rod is slidably disposed in the radial through hole; the interior of the anchor foot is provided with an axially movable driving member, which is connected to one end of the pull-out rod to drive the pull-out rod to extend or retract along the radial through hole.

[0013] Furthermore, the driving element includes:

[0014] A drive rod, which is coaxially arranged with and threadedly connected to the anchor foot;

[0015] First driving block;

[0016] The second drive block and the first drive block are disposed at an interval on the drive rod;

[0017] The third driving block is fixedly connected to one end of the anti-pull rod, and has a first guide surface that cooperates with the first driving block and a second guide surface that cooperates with the second driving block. The first guide surface is located at the top of the third driving block and faces the driving rod, and the second guide surface is located at the bottom of the third driving block and faces the inner wall of the anchor foot.

[0018] Furthermore, the first driving block has a conical bottom surface, and the second driving block has an annular sloping top, the annular sloping top having the same inclination direction as the conical bottom surface; the first guide surface is a curved surface transitioning from the top surface of the third driving block to the inner side surface, and the second guide surface is a plane transitioning from the bottom surface of the third driving block to the outer side surface.

[0019] Furthermore, the drive rod includes a screw portion and an optical axis portion. The screw portion passes through a threaded hole at the top of the anchor foot, and the top of the optical axis portion is rotatably connected to the screw portion. The first drive block and the second drive block are disposed on the drive optical axis portion.

[0020] Furthermore, the outer wall of the anchor foot is provided with a pressure ring, the bottom surface of which contacts the reinforcing plate; the top of the threaded hole is provided with a sealing cap.

[0021] Furthermore, the tilt adjustment component includes a U-shaped seat, a rack, a gear, and an adjusting screw. The bottom end of the surface displacement monitoring instrument assembly is connected to the U-shaped seat via a rotating shaft. The rotating shaft is horizontally placed in the U-shaped seat, with both ends extending out of the U-shaped seat and connected to the gear. The rack and the adjusting screw extend in the same direction and are connected via a connecting plate. One end of the adjusting screw is rotatably connected to the connecting plate, and the other end is threaded to the U-shaped seat. The rack is slidably disposed on the reinforcing plate, with its top end meshing with the gear.

[0022] Furthermore, side boxes are provided on both sides of the U-shaped seat, and the gear and the rack are disposed in the side boxes. The rack slides through the side wall opening of the side box, and its end extending out of the side box is connected to the connecting plate.

[0023] The technical solution of the present invention also includes: using the above-mentioned integrated slope monitoring and emergency reinforcement structure, which includes the following steps:

[0024] The reinforcement plate is initially fixed to the slope using anchor feet and pressure rings;

[0025] The rotating drive rod drives the first drive block to move downward along the axial direction of the anchor foot, pushing the pull-out rod to extend radially along the anchor foot and embed it into the soil;

[0026] Fix the mounting plate to the reinforcement plate, rotate the adjusting screw, and drive the rotating shaft and the surface displacement monitoring instrument assembly mounted on it to pitch and rotate through the connecting plate, rack and gear until the instrument monitoring direction reaches the predetermined tilt angle.

[0027] The beneficial effects of this invention include: the integrated structure provided by this solution integrates the anchoring system and monitoring instruments into a unified whole through the reinforcement plate, realizing the simultaneous and rapid deployment of emergency slope reinforcement and displacement monitoring. This design not only avoids the problem of mutual interference between structures in traditional separate operations, ensuring that the monitoring data truly reflects the slope deformation, but also enhances the anchoring reliability through the pull-out rod and improves the monitoring adaptability through the tilt adjustment component, forming an integrated solution that is quick to install, stable in anchoring, and accurate in monitoring. Attached Figure Description

[0028] Figure 1 This is an overall structural diagram of an embodiment of the present invention;

[0029] Figure 2 This is a cross-sectional view of an embodiment of the present invention;

[0030] Figure 3 This is an appendix to the embodiments of the present invention. Figure 2 Enlarged view of the structure at point A in the middle;

[0031] Figure 4 This is a structural diagram of the tilt adjustment component in an embodiment of the present invention.

[0032] In the picture:

[0033] 1. Reinforcing plate;

[0034] 2. Anchor feet; 21. Mounting groove;

[0035] 3. Pull-out resistance bar;

[0036] 4. Tilt adjustment component; 41. Mounting plate; 42. U-shaped seat; 43. Side box; 44. Rotating shaft; 45. Rack; 46. Gear; 47. Adjusting screw; 48. Connecting plate;

[0037] 5. Pressure ring;

[0038] 6. Driving component; 61. Driving rod; 611. Screw part; 612. Optical shaft part; 62. First driving block; 621. Conical bottom surface; 63. Second driving block; 631. Annular inclined top; 64. Third driving block; 641. First guide surface; 642. Second guide surface; 65. Internal hexagonal drive head;

[0039] 7. Sealing cap;

[0040] 8. Surface displacement monitoring instrument components. Detailed Implementation

[0041] The technical solutions of the embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

[0042] In the description of the embodiments of this invention, it should be understood that the terms "top," "bottom," etc., indicating orientation or positional relationships are based on the orientation or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the invention. In the description of this invention, it should be noted that unless otherwise explicitly specified and limited, the terms "set" and "connected" should be interpreted broadly. For example, it can refer to a fixed connection, a detachable connection, or an integral connection; it can refer to a direct connection or an indirect connection through an intermediate medium; it can refer to the internal communication of two elements. Those skilled in the art can understand the specific meaning of the above terms in this invention through specific circumstances.

[0043] Reference Appendix Figure 1-4This embodiment provides an integrated structure for slope monitoring and emergency reinforcement. This integrated structure mainly includes a reinforcement plate 1, anchor feet 2, pull-out rods 3, tilt adjustment components 4, and a surface displacement monitoring instrument assembly 8. The anchor feet 2 penetrate the reinforcement plate 1 along its thickness direction. By driving them into the slope soil, the reinforcement plate 1 can be initially fixed. The pull-out rods 3 are movably disposed inside the anchor feet 2 and can extend and retract radially along the anchor feet 2. After extending out of the anchor feet 2, they insert into the surrounding soil, significantly improving the pull-out resistance of the anchor feet 2 in the soil and preventing them from being pulled out under slope deformation or external forces. The tilt adjustment components 4 are installed above the reinforcement plate 1, and their actuators are connected to the surface displacement monitoring instrument assembly 8. Mechanical adjustment allows the surface displacement monitoring instrument assembly 8 to adapt to different slope angles, ensuring that the monitoring direction meets the preset monitoring angle requirements. The surface displacement monitoring instrument assembly 8 is used to acquire slope surface displacement data in real time. Conventional slope surface displacement monitoring devices in the field can be used, and their specific structure and working principle are within the scope of existing technology and will not be elaborated here.

[0044] The aforementioned integrated structure integrates the anchoring system and monitoring instruments into a unified whole through the reinforcement plate 1, realizing the simultaneous and rapid deployment of emergency slope reinforcement and displacement monitoring. This design not only avoids the problem of mutual interference between structures in traditional separate operations, ensuring that the monitoring data truly reflects the slope deformation, but also enhances the anchoring reliability through the pull-out rod 3 and improves the monitoring adaptability through the tilt adjustment component 4, forming an integrated solution that is quick to install, stable in anchoring, and accurate in monitoring.

[0045] The number of anchor feet 2 can be configured according to the actual working conditions and stability requirements of the slope project, and this embodiment does not impose specific limitations on this. To improve anchoring stability, a pressure ring 5 can be set on the outer wall of the anchor foot 2. The pressure ring 5 is fixedly connected to the anchor foot 2, and the bottom surface of the pressure ring 5 abuts against the reinforcing plate 1. When the anchor foot 2 is driven into the slope soil, the pressure ring 5 moves downward with the anchor foot 2, and through continuous pressure, it stably presses the reinforcing plate 1 against the slope surface, thereby achieving uniform and tight contact between the reinforcing plate 1 and the slope soil, and ensuring reliable force transmission between the slope surface and the reinforcing plate 1.

[0046] To improve stability, this embodiment provides multiple sets of pull-out rods 3 spaced along the axial direction on the anchor foot 2. Each set contains multiple pull-out rods 3 evenly distributed around the anchor foot 2. This distribution forms a spatial three-dimensional anchoring system, which can effectively increase the contact area and interaction range with the surrounding soil, and significantly enhance the pull-out bearing capacity and overall stability of the anchor foot 2 in the soil.

[0047] To achieve radial expansion and contraction of the anti-pull rod 3 on the anchor foot 2, refer to the attached... Figure 2The anchor foot 2 is configured as a hollow cylindrical structure with radial through holes on its side wall. The pull-out rod 3 is slidably inserted into the radial through holes. The anchor foot 2 is provided with a drive member 6 that can move along its axial direction. The drive member 6 is connected to one end of the pull-out rod 3 and is used to drive the pull-out rod 3 to extend or retract along the radial through holes.

[0048] More specifically, the driving component 6 includes a driving rod 61, a first driving block 62, a second driving block 63, and a third driving block 64. The driving rod 61 is coaxially arranged and threadedly connected to the anchor foot 2. The first driving block 62 and the second driving block 63 are spaced apart on the driving rod 61, and the third driving block 64 is located between the first driving block 62 and the second driving block 63. One end of the pull-out rod 3 is fixedly connected to the third driving block 64. The third driving block 64 has a first guide surface 641 that mates with the first driving block 62 and a second guide surface 642 that mates with the second driving block 63. The first guide surface 641 is located on the third driving block 64. The top of the first drive block 64 is facing the drive rod 61, and the second guide surface 642 is located at the bottom of the third drive block 64 and faces the inner wall of the anchor foot 2. By rotating the drive rod 61, the first drive block 62 and the second drive block 63 can be moved axially along the anchor foot 2. With the cooperation of the first drive block 62 and the first guide surface 641, the first drive block 62 is used to press the third drive block 64 outward, so that the anti-pull rod 3 extends radially out of the anchor foot 2. Alternatively, with the cooperation of the second drive block 63 and the second guide surface 642, the second drive block 63 is used to press the third drive block 64 inward, so that the anti-pull rod 3 retracts radially into the anchor foot 2.

[0049] This structure achieves radially controllable extension and retraction of the anti-pull rod 3 through the cooperation of the hollow anchor foot 2 and the internal drive rod 61. By rotating the drive rod 61, the first drive block 62 or the second drive block 63 can be moved axially, thus precisely controlling the radial extension and retraction of the anti-pull rod 3. The operation is stable and reliable, and easy to operate.

[0050] To achieve synchronous control of multiple sets of anti-pull rods 3, the first drive block 62 and the second drive block 63 are respectively provided with multiple sets of anti-pull rods 3 along the axial direction of the drive rod 61. The number of these sets corresponds to the number of sets of anti-pull rods 3 along the axial direction (along the axial direction of the anchor foot 2). The first drive block 62 has a conical bottom surface 621, and the second drive block 63 has an annular inclined top 631. The annular inclined top 631 has the same inclination direction as the conical bottom surface 621. The first guide surface 641 is a curved surface that transitions from the top surface of the third drive block 64 to the inner side surface, and the second guide surface 642 is a plane that transitions from the bottom surface of the third drive block 64 to the outer side surface. When the drive rod 61 drives the first drive block 62 to move downward, the conical bottom surface 621 of the first drive block 62 presses against the first guide surface 641, causing multiple anti-pull rods 3 dispersed around the anchor foot 2 to extend outward simultaneously. When the drive rod 61 drives the second drive block 63 to move upward, the annular inclined top 631 of the second drive block 63 presses against the second guide surface 642, causing multiple anti-pull rods 3 dispersed around the anchor foot 2 to retract inward simultaneously. Through the above-mentioned optimized design of the number and shape of the first drive block 62 and the second drive block 63, the synchronous and stable extension and retraction of all anti-pull rods 3 is achieved, ensuring the consistency of the anchoring system's movements and the uniformity of the overall force.

[0051] As a non-limiting example, the drive rod 61 includes a screw portion 611 and a shaft portion 612, the total length of which is less than the depth of the inner cavity of the anchor foot 2, to ensure that the drive rod 61, the first drive block 62, and the second drive block 63 have sufficient axial movement stroke. The screw portion 611 passes through a threaded hole at the top of the anchor foot 2, and the top of the shaft portion 612 is rotatably connected to the screw portion 611. The first drive block 62 and the second drive block 63 are disposed on the drive shaft portion 612. When the screw portion 611 is rotated, the shaft portion 612 only translates axially along the anchor foot 2, avoiding circumferential rotation. This reduces the torsional friction between the first drive block 62 (or the second drive block 63) and the third drive block 64, making the driving force transmission more direct and stable, thereby improving the reliability and sensitivity of the extension and retraction action of the anti-pull rod 3.

[0052] In addition, a mounting groove 21 can be formed at the top of the anchor foot 2. This mounting groove 21 is connected to a threaded hole to accommodate the internal hexagon drive head 65 located at the top of the screw part 611, so that it can be rotated by a tool. A sealing cap 7 can be installed on the top of the mounting groove 21 to achieve dust prevention and sealing.

[0053] Reference Appendix Figure 3-4In this embodiment, the tilt adjustment component 4 includes a mounting plate 41, a U-shaped seat 42, a side box 43, a rotating shaft 44, a rack 45, a gear 46, an adjusting screw 47, and a connecting plate 48. The mounting plate 41 is detachably fixed to the reinforcing plate 1 by bolts. The U-shaped seat 42 and the side box 43 are all disposed on the surface of the mounting plate 41, facilitating overall assembly and replacement. The U-shaped seat 42 has an upward-facing U-shaped structure, with the side boxes 43 fixedly connected to its two external sides. The bottom end of the surface displacement monitoring instrument assembly 8 is inserted into the U-shaped seat 42 and connected to the U-shaped seat 42 by a horizontally arranged rotating shaft 44. Both ends of the rack extend into the side box 43 through the U-shaped seat 42 and are fixedly connected to the gear 46 in the side box 43. Each side box 43 is provided with a rack 45, which is arranged horizontally below the gear 46, and its upper tooth segment meshes with the gear 46. The long end of the rack 45 slides through the side wall opening of the side box 43. The adjusting screw 47 is located between the two racks 45 and extends in the same direction as the racks 45. One end of the adjusting screw 47 is threaded to the U-shaped seat 42, and the other end is connected to the end of the rack 45 outside the side box 43 through the connecting plate 48. The adjusting screw 47 is rotatably connected to the connecting plate 48.

[0054] By rotating the adjusting screw 47, the depth to which it screws into the U-shaped seat 42 can be changed, thereby driving the connecting plate 48 and the rack 45 to move horizontally. The movement of the rack 45 is converted into the rotation of the shaft 44 through the gear 46, thus realizing the adjustment of the pitch angle of the surface displacement monitoring instrument assembly 8. This thread-gear 46 transmission mechanism has both adjustment function and self-locking capability, which can precisely adjust the monitoring angle when needed, and maintain a fixed position after adjustment to ensure the stability of the monitoring direction.

[0055] The method of using the above-mentioned integrated slope monitoring and emergency reinforcement structure includes the following steps:

[0056] S1. On-site positioning and pre-placement of reinforcement plate 1

[0057] The installation location is determined according to the slope monitoring and reinforcement requirements, and the reinforcement plate 1 is attached to the preset position on the slope surface.

[0058] S2, Anchoring System Installation

[0059] Drive the anchor foot 2 vertically into the slope soil along the through hole on the reinforcement plate 1 until the pressure ring 5 on the anchor foot 2 is tightly attached to the surface of the reinforcement plate 1.

[0060] Using a special tool, rotate the internal hexagonal drive head 65 at the top of the anchor foot 2 to drive the screw part 611 to rotate, which in turn drives the optical shaft part 612 and the first drive block 62 fixed thereon to move downward along the axial direction of the anchor foot 2. Through the cooperation of the first guide surface 641 of the first drive block 62 and the third drive block 64, the pull-out rod 3 is pushed to extend radially synchronously, so that it is embedded in the surrounding soil to form a three-dimensional anchor.

[0061] S3, Installation and angle adjustment of tilt adjustment component 4

[0062] The mounting plate 41 is fixed to the upper surface of the reinforcing plate 1 with bolts;

[0063] Rotating the adjusting screw 47 causes the racks 45 on both sides to move horizontally through the connecting plate 48, which in turn drives the gear 46 fixed to the rotating shaft 44 to rotate, thereby causing the rotating shaft 44 and the surface displacement monitoring instrument assembly 8 mounted on it to rotate synchronously in pitch until the instrument monitoring direction reaches the predetermined tilt angle.

[0064] S4, Monitoring System Activated

[0065] Connect the power supply and data transmission line of the surface displacement monitoring instrument component 8, complete the equipment calibration and debugging, and start real-time monitoring of slope surface displacement data.

[0066] S5. Disassembly and recycling (if necessary)

[0067] Rotate the adjusting screw 47 in the opposite direction to restore the surface displacement monitoring instrument assembly 8 to a safe storage angle;

[0068] The internal hexagon drive head 65 at the top of the anchor foot 2 is rotated in the opposite direction, driving the second drive block 63 to move upward along the axial direction of the anchor foot 2, and the anti-pull rod 3 is radially retracted into the anchor foot 2 through the second guide surface 642.

[0069] Using a pull-out tool, the anchor foot 2, together with the reinforcing plate 1, was removed from the soil, completing the structural recovery.

[0070] Compared with the prior art, the present invention has at least the following beneficial effects: The above-mentioned integrated structure integrates the anchoring system and monitoring instruments into a unified whole through the reinforcing plate 1, realizing the synchronous and rapid deployment of emergency slope reinforcement and displacement monitoring. This design not only avoids the problem of mutual interference between structures in traditional separate operations, ensuring that the monitoring data truly reflects the slope deformation, but also enhances the anchoring reliability through the pull-out rod 3 and improves the monitoring adaptability through the tilt adjustment component 4, forming an integrated solution that is quick to install, stable in anchoring, and accurate in monitoring.

[0071] The above are preferred embodiments of the present invention. It should be noted that, for those skilled in the art, several improvements and modifications can be made without departing from the principle of the present invention, and these improvements and modifications should also be considered within the scope of protection of the present invention.

Claims

1. An integrated structure for slope monitoring and emergency reinforcement, characterized in that, include: Reinforcing plate; An anchor foot, wherein the anchor foot penetrates the reinforcing plate along the plate thickness direction; An anti-pull-out rod, which is movably connected to the anchor foot and can extend and retract radially along the anchor foot; An angle adjustment component is provided above the reinforcing plate, and its actuating end is connected to a surface displacement monitoring instrument assembly.

2. The integrated structure for slope monitoring and emergency reinforcement according to claim 1, characterized in that, The sidewall of the anchor foot is provided with a radial through hole, and the pull-out rod is slidably disposed in the radial through hole; the interior of the anchor foot is provided with an axially movable driving member, which is connected to one end of the pull-out rod to drive the pull-out rod to extend or retract along the radial through hole.

3. The integrated structure for slope monitoring and emergency reinforcement according to claim 2, characterized in that, The driving component includes: A drive rod, which is coaxially arranged with and threadedly connected to the anchor foot; First driving block; The second drive block and the first drive block are disposed at an interval on the drive rod; The third driving block is fixedly connected to one end of the anti-pull rod, and has a first guide surface that cooperates with the first driving block and a second guide surface that cooperates with the second driving block. The first guide surface is located at the top of the third driving block and faces the driving rod, and the second guide surface is located at the bottom of the third driving block and faces the inner wall of the anchor foot.

4. The integrated structure for slope monitoring and emergency reinforcement according to claim 3, characterized in that, The first driving block has a conical bottom surface, and the second driving block has an annular sloping top, the annular sloping top having the same inclination direction as the conical bottom surface; the first guide surface is a curved surface transitioning from the top surface of the third driving block to the inner side surface, and the second guide surface is a plane transitioning from the bottom surface of the third driving block to the outer side surface.

5. The integrated structure for slope monitoring and emergency reinforcement according to any one of claims 3-4, characterized in that, The drive rod includes a screw section and an optical axis section. The screw section passes through a threaded hole at the top of the anchor foot. The top of the optical axis section is rotatably connected to the screw section. The first drive block and the second drive block are disposed on the drive optical axis section.

6. The integrated structure for slope monitoring and emergency reinforcement according to claim 5, characterized in that, The outer wall of the anchor foot is provided with a pressure ring, the bottom surface of which contacts the reinforcing plate; the top of the threaded hole is provided with a sealing sleeve.

7. The integrated slope monitoring and emergency reinforcement structure according to any one of claims 1-4 and 6, characterized in that, The tilt adjustment component includes a U-shaped seat, a rack, a gear, and an adjusting screw. The bottom end of the surface displacement monitoring instrument assembly is connected to the U-shaped seat via a rotating shaft. The rotating shaft is horizontally placed in the U-shaped seat, with both ends extending out of the U-shaped seat and connected to the gear. The rack and the adjusting screw extend in the same direction and are connected via a connecting plate. One end of the adjusting screw is rotatably connected to the connecting plate, and the other end is threaded to the U-shaped seat. The rack is slidably disposed on the reinforcing plate, with its top end meshing with the gear.

8. The integrated structure for slope monitoring and emergency reinforcement according to claim 7, characterized in that, The U-shaped seat has side boxes on both sides, and the gear and the rack are located in the side boxes. The rack slides through the side wall opening of the side box, and its end extending out of the side box is connected to the connecting plate.

9. The integrated slope monitoring and emergency reinforcement structure as described in claim 7 or 8, characterized in that, Including the following steps: The reinforcement plate is initially fixed to the slope using anchor feet and pressure rings; The rotating drive rod drives the first drive block to move downward along the axial direction of the anchor foot, pushing the pull-out rod to extend radially along the anchor foot and embed it into the soil; Fix the mounting plate to the reinforcement plate, rotate the adjusting screw, and drive the rotating shaft and the surface displacement monitoring instrument assembly mounted on it to pitch and rotate through the connecting plate, rack and gear until the instrument monitoring direction reaches the predetermined tilt angle.

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