Rock-soil side slope reinforcing assembly for preventing side slope deformation
By designing a slope reinforcement assembly including concrete piers, anchor rods, steel cables and an active adjustment module, the problem of existing devices being unable to adjust soil pressure is solved, effective resistance and prevention of slope deformation and landslides are achieved, and the retaining effect of the retaining wall is improved.
Patent Information
- Application Number
- CN202511004011.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-07-21
- Publication Date
- 2025-10-10
AI Technical Summary
Existing slope reinforcement devices are unable to make targeted adjustments to the earth pressure of the soil, resulting in the slope still deforming and sliding when the active earth pressure generated by the soil is too large.
A geotechnical slope reinforcement assembly was designed, which includes concrete piers, anchor rods, steel cables, force transfer rods, and an active adjustment module. Through the active adjustment module and the pressure relief and protection module, the position of the retaining plate can be quickly adjusted to provide additional passive earth pressure to resist slope deformation and landslides.
It achieves effective resistance and prevention against slope deformation and landslide, improves the retaining effect of the retaining plate, and enhances the applicability and stability of the device in slopes of different slopes.
Smart Images
Figure CN120759277A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of slope reinforcement, and in particular to a rock and soil slope reinforcement component for preventing slope deformation. Background Art
[0002] Slope deformation is a natural phenomenon in which the soil or rock on a slope deforms or slides downward along a certain weak surface as a whole or in a dispersed manner under the action of gravity. Its core mechanism is that the active earth pressure on the slip surface is greater than the passive earth pressure, which leads to an imbalance of static earth pressure and shear failure of the rock and soil.
[0003] Existing slope reinforcement devices are often fixedly installed on the slope when in use. The passive earth pressure they can provide to resist the active earth pressure of the slope soil is fixed. When the active earth pressure generated by the soil on the slope is too large, the slope will still deform and landslide, which has great limitations. Summary of the Invention
[0004] The present invention discloses a rock and soil slope reinforcement assembly for preventing slope deformation, aiming to solve the technical problem in the background art that the existing slope reinforcement device cannot perform targeted adjustment according to the soil pressure of the soil body.
[0005] The present invention proposes a rock and soil slope reinforcement assembly for preventing slope deformation, comprising a concrete pier, wherein two symmetrical anchor rods 1 are fixedly connected to the bottom of the concrete pier, a stabilizing seat is fixedly connected to the upper side of the concrete pier, and a steel wire rope is provided on the stabilizing seat, and an end of the steel wire rope away from the stabilizing seat is fixedly connected to a force transmission rod, wherein the force transmission rod is provided with a pressure reduction and protection module, a fixing seat is provided below the force transmission rod, and two symmetrical anchor rods 2 are provided on the fixing seat, and an active adjustment module is provided on the fixing seat, and two symmetrical earth retaining plates are provided on the outside of the active adjustment module; The active adjustment module includes a mounting rod and a connecting tube, wherein the connecting tube is located outside the mounting rod, and the outside of the connecting tube is fixedly connected to the opposite sides of the two retaining plates; The decompression and protection module includes a locking piece and a second rack. A notch is provided on the force transmission rod. The inner wall of the notch is slidably connected to the outer portion of the locking piece. The locking piece is clamped to the second rack.
[0006] The cam is fixedly provided with a toothed wheel which is adapted to move relative to the toothed wheel and to move relative to the toothed wheel, and the cam is fixedly provided with a toothed wheel which is adapted to move relative to the toothed wheel. shaped groove, the inner wall of the arc-shaped groove is slidably connected to the outside of the rotating rod, and the outside of the rotating rod is fixedly connected with a soil partition plate; the soil partition plate is fixedly connected to the side opposite to the outside of the positioning frame, and the outside of the soil partition plate is slidably connected to the isolation frame, the isolation frame is fixedly connected to the side opposite to the outside of the positioning frame, and a slot hole is provided at the end of the rotating rod away from the positioning frame, and a thread groove 1 is provided on the inner wall of the slot hole, and the inner wall of the thread groove 1 is rotatably connected to the outside of the mounting rod through an external thread; the outside of the mounting rod is fixedly connected with four circumferentially equidistant limit strips, and the inner wall of the connecting tube is provided with four circumferentially equidistant grooves, the inner walls of the grooves are all slidably connected to the outside of the limit strip on the same side, and a thread groove 2 is provided on the outside of the mounting rod; a rotating ring is provided on the outside of the mounting rod, and the inner wall of the rotating ring is rotatably connected to the thread groove 2 through an external thread, and the rotating ring is movably connected to the side opposite to the connecting tube.
[0007] In a preferred embodiment, a cutting groove is provided on the second thread groove, the inner wall of the cutting groove is fixedly connected to the outside of the second rack, and the outside of the force transmission rod is fixedly connected to a boss, and a connecting plate is movably connected to the boss. A rectangular opening is provided on the second thread groove, and the outside of the force transmission rod is slidingly connected to the inner wall of the rectangular opening; the connecting plate is fixedly connected to the side opposite to the locking piece, and the side of the force transmission rod close to the connecting plate is fixedly connected to a round rod. The outside of the round rod is fixedly connected to a bevel block one, and the outside of the round rod is slidingly connected to a bevel block two, and the bevel block two is symmetrical to the bevel block one; the outside of the bevel block two is in contact with the side of the connecting plate close to the force transmission rod, and a reserved groove is provided on the connecting plate, and the inner wall of the reserved groove is slidingly connected to the outside of the round rod.
[0008] From the above, it can be seen that the rock and soil slope reinforcement assembly for preventing slope deformation provided by the present invention has the ability to enable the device to quickly and effectively adjust the position of the retaining plate, thereby improving the retaining effect of the retaining plate, and by pulling the retaining plate, the retaining plate can be preloaded with passive earth pressure, so that the device can resist and prevent slope deformation and even landslides. BRIEF DESCRIPTION OF THE DRAWINGS
[0009] Figure 1 This is a schematic diagram of the overall structure of a geotechnical slope reinforcement assembly for preventing slope deformation proposed by the present invention; Figure 2 This is a schematic diagram of the front view of a rock and soil slope reinforcement assembly for preventing slope deformation proposed by the present invention; Figure 3 This is a schematic diagram of the structure of a stabilizing seat of a rock and soil slope reinforcement assembly for preventing slope deformation proposed by the present invention; Figure 4 This is a schematic diagram of the positioning frame structure of a geotechnical slope reinforcement assembly for preventing slope deformation proposed by the present invention; Figure 5 This is a schematic diagram of the mounting rod structure of a geotechnical slope reinforcement assembly for preventing slope deformation proposed by the present invention; Figure 6 This is a schematic diagram of the dowel rod structure of a rock and soil slope reinforcement assembly for preventing slope deformation proposed by the present invention; Figure 7 This is a schematic diagram of the connecting plate structure of a geotechnical slope reinforcement assembly for preventing slope deformation proposed by the present invention.
[0010] Figure: 1, concrete pier; 2, anchor rod 1; 3, stabilizing seat; 4, wire rope; 5, force transmission rod; 6, earth retaining plate; 7, fixed seat; 8, active adjustment module; 801, winding roller; 802, shaft; 803, gear; 804, locking rod; 805, rack 1; 806, guide buckle; 807, spring; 808, insertion hole; 809, positioning frame; 810, fixed point axis; 811, arc groove; 812, rotating rod; 813 , earth partition; 814, isolation frame; 815, thread groove one; 816, mounting rod; 817, connecting tube; 818, thread groove two; 819, rotating ring; 820, limit strip; 9, pressure relief and protection module; 901, cutting groove; 902, rack two; 903, locking piece; 904, boss; 905, connecting plate; 906, round rod; 907, inclined plane block one; 908, inclined plane block two; 909, reserved groove; 10, anchor rod two. DETAILED DESCRIPTION
[0011] The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.
[0012] The invention discloses a rock and soil slope reinforcement assembly for preventing slope deformation, which is mainly used in scenarios where existing slope reinforcement devices cannot make targeted adjustments to the soil pressure of the soil.
[0013] Reference Figure 1-Figure 7A rock and soil slope reinforcement assembly for preventing slope deformation includes a concrete pier 1. The bottom of the concrete pier 1 is connected to two symmetrical anchor rods 2 by bolts. The upper side of the concrete pier 1 is connected to a stabilizing seat 3 by bolts, and a steel wire rope 4 is provided on the stabilizing seat 3. The end of the steel wire rope 4 away from the stabilizing seat 3 is connected to a force transmission rod 5 by bolts. The force transmission rod 5 is provided with a pressure reduction and protection module 9. A fixed seat 7 is provided below the force transmission rod 5. The fixed seat 7 is provided with two symmetrical anchor rods 10. The fixed seat 7 is provided with an active adjustment module 8, and two symmetrical retaining plates 6 are provided on the outside of the active adjustment module 8. The active adjustment module 8 includes a mounting rod 816 and a connecting tube 817. The connecting tube 817 is located outside the mounting rod 816, and the outside of the connecting tube 817 is connected to the opposite side of the two retaining plates 6 by bolts. The decompression and protection module 9 includes a locking member 903 and a second rack 902 . A slot is provided on the force transmission rod 5 . The inner wall of the slot is slidably connected to the outer portion of the locking member 903 . The locking member 903 is engaged with the second rack 902 .
[0014] Specifically, the fixing seat 7 is buried in the deep soil of the slope by the anchor rod 2 10, and the concrete pier 1 is fixed to the top of the slope by the anchor rod 1 2. When the slope is being lowered, the position of the retaining plate 6 is set by the active adjustment module 8 according to the slope, so that the retaining plate 6 is on the slope surface, that is, in the slope soil layer. The steel wire rope 4 is tightened according to the slope gradient and the properties of the soil, so that the steel wire rope 4 drives the retaining plate 6 upward to squeeze the soil. Before rainfall, the steel wire rope 4 is pre-tightened by the active adjustment module 8 to increase the shrinkage force of the retaining plate 6 on the soil again, and the position of the force transmission rod 5 is changed by the decompression and protection module 9, so that the steel wire rope 4 can more easily apply force to the soil through the retaining plate 6; the device uses the active adjustment module 8 to enable the device to quickly and effectively adjust the position of the retaining plate 6, thereby improving the retaining effect of the retaining plate 6, and by pulling the retaining plate 6, the retaining plate 6 can be preloaded with passive earth pressure, so that the device can achieve resistance and prevention of slope deformation or even landslide.
[0015] Reference Figure 3 、 Figure 4 and Figure 5In a preferred embodiment, a notch is provided on the stabilizing seat 3, in which a winding roller 801 is rotatably connected via a bearing. The outside of the winding roller 801 is connected to the end of the wire rope 4 away from the force transmission rod 5 by a bolt. A circular opening is provided on the outside of the stabilizing seat 3, in which a shaft rod 802 is rotatably connected via a bearing. The shaft rod 802 is connected to the winding roller 801 on the opposite side by a bolt, and the outside of the shaft rod 802 is connected to a gear 803 by a bolt. An insertion hole 808 is provided on the shaft rod 802; a locking rod 804 is provided on the outside of the gear 803, and the inner wall of the locking rod 804 is screwed in place. The bolt is connected with a rack 805, and the rack 805 is clamped with the gear 803. The outer sliding connection of the locking rod 804 is connected with a guide buckle 806. The guide buckle 806 is connected to the side opposite to the stable seat 3 by a bolt, and the side of the guide buckle 806 away from the shaft 802 is connected to the spring 807 by a bolt. The end of the spring 807 away from the guide buckle 806 is connected to the inner wall of the locking rod 804 by a bolt; the upper side of the fixed seat 7 is connected with a positioning frame 809 by bolts, and the inner wall of the positioning frame 809 is connected with a fixed shaft 810 by bolts. The outer side of the fixed shaft 810 is rotatably connected to the rotating shaft through a bearing. Rod 812, an arc-shaped groove 811 is provided on the positioning frame 809, the inner wall of the arc-shaped groove 811 is slidably connected to the outside of the rotating rod 812, and the outside of the rotating rod 812 is connected to the earth partition plate 813 by bolts; the earth partition plate 813 is connected to the side opposite to the outside of the positioning frame 809 by bolts, and the outside of the earth partition plate 813 is slidably connected to the isolation frame 814, and the isolation frame 814 is connected to the side opposite to the outside of the positioning frame 809 by bolts, and the end of the rotating rod 812 away from the positioning frame 809 is provided with a slot, and the inner wall of the slot is provided with a threaded groove 815, and the inner wall of the threaded groove 815 is provided with a threaded groove 815. It is rotatably connected to the outside of the mounting rod 816 via an external thread; the outside of the mounting rod 816 is connected to four circumferentially equidistant limit bars 820 via bolts, and the inner wall of the connecting tube 817 is provided with four circumferentially equidistant grooves, the inner walls of the grooves are all slidably connected to the outside of the limit bars 820 on the same side, and a second thread groove 818 is provided on the outside of the mounting rod 816; a rotating ring 819 is provided on the outside of the mounting rod 816, and the inner wall of the rotating ring 819 is rotatably connected to the second thread groove 818 via an external thread, and the rotating ring 819 is rotatably connected to the side opposite to the connecting tube 817 via a bearing.
[0016] Specifically, when slope reduction is being carried out, the rotating ring 819 is rotated, and the rotating ring 819 rotates on the thread groove 818, so that the rotating ring 819 drives the retaining plate 6 on the connecting tube 817 to move on the mounting rod 816, so that the retaining plate 6 can be located in the surface soil of the slope, and the locking rod 804 is pushed. The locking rod 804 overcomes the elastic force of the spring 807 and rises, so that the rack 805 releases the lock on the gear 803, and the steel bar or crowbar is inserted into the insertion hole 808. The shaft rod 802 is rotated, so that the shaft rod 802 drives the winding roller 801 to tighten the wire. The rope 4 is tightened, so that the wire rope 4 drives the installation rod 816 on the force transmission rod 5 to guide the rotating rod 812 to rotate on the fixed axis 810, so that the retaining plate 6 can compress the soil above and provide passive earth pressure for the soil. When the slope is in an area with a high precipitation rate, the winding roller 801 is rotated to tighten the wire rope 4 a little more. After the adjustment is completed, the locking rod 804 is released to re-engage the rack 805 with the gear 803. The winding roller 801 no longer rotates and the steel bar or crowbar is pulled out of the insertion hole 808.
[0017] In a specific application scenario, the active adjustment module 8 is mainly suitable for the active adjustment link in the active adjustment process, that is, the active adjustment module 8 uses the locking rod 804 and the gear 803 to enable the device to tighten the wire rope 4 so that the retaining plate 6 can provide additional passive earth pressure for the soil. When the winding roller 801 connected to the wire rope 4 transmits the reaction force of the soil, it is ensured that the winding roller 801 will not rotate, thereby causing the retaining plate 6 to become unstable. The positioning frame 809 can be isolated from the soil by the soil isolation plate 813 and the isolation frame 814, thereby ensuring the smooth rotation of the rotating rod 812 on the fixed axis 810, avoiding the soil blocking the positioning frame 809 and the rotating rod 812 being unable to drive the retaining plate 6 to rotate. The retaining plate 6 can be adjusted on the mounting rod 816 by using the rotating ring 819 and the connecting tube 817, so that the device can provide a better retaining effect on slopes with different slopes.
[0018] Reference Figure 6 and Figure 7In a preferred embodiment, a groove 901 is formed on the second thread groove 818, and the inner wall of the groove 901 is connected to the outer side of the second rack 902 by bolts, and the outer side of the force transmission rod 5 is connected to the boss 904 by bolts, and the boss 904 is rotatably connected to the connecting plate 905 through a bearing, and a rectangular opening is formed on the second thread groove 818, and the outer side of the force transmission rod 5 is slidably connected to the inner wall of the rectangular opening; the connecting plate 905 is connected to the side opposite to the locking member 903 by bolts, and the force transmission rod A round rod 906 is bolted to one side of the connecting plate 905. An inclined plane block 1 907 is bolted to the outside of the round rod 906. An inclined plane block 2 908 is also slidably connected to the outside of the round rod 906. Inclined plane block 2 908 and inclined plane block 1 907 are symmetrical to each other. The outside of inclined plane block 2 908 contacts the side of the connecting plate 905 near the force transmission rod 5. A reserved groove 909 is formed in the connecting plate 905. The inner wall of the reserved groove 909 is slidably connected to the outside of the round rod 906.
[0019] Specifically, when the device pre-tightens the slope to provide additional passive earth pressure, the wire rope 4 will pull the installation rod 816 through the force transmission rod 5, rotating the inclined plane block 2 908 to one hundred and eighty degrees, so that the inclined plane block 2 908 is released from the symmetrical state with the inclined plane block 1 907 during the rotation, so that the inclined plane block 2 908 is opposite to the inclined surface of the inclined plane block 1 907 and slides from the round rod 906, so that the inclined plane block 2 908 is in contact with the inclined surface of the inclined plane block 1 907. At this time, the outer side of the inclined plane block 2 908 no longer supports the connecting plate 905, pressing the connecting plate 905, so that the locking piece 903 releases the lock on the rack 2 902, and lifts the force transmission rod 5 upward to increase the height of the force transmission rod 5. The inclined plane block 2 908 is rotated again to restore the state of supporting the connecting plate 905 with the inclined plane block 2 908. The force transmission rod 5 no longer moves and the wire rope 4 begins to be tightened.
[0020] In specific application scenarios, the decompression and protection module 9 is mainly suitable for the decompression and protection link in the decompression and protection process, that is, the decompression and protection module 9 uses the inclined block 1 907 and the inclined block 1 907 to improve the locking effect of the locking piece 903 and the rack 2 902, thereby preventing the force transmission rod 5 from slipping on the thread groove 2 818, thereby affecting the use of the device, and using the locking piece 903 and the rack 2 902 to enable the force transmission rod 5 to move on the thread groove 2 818, thereby increasing the degree of the lever arm formed by the force transmission rod 5 and the thread groove 2 818, so that the device can more easily resist the reaction force brought by the soil when adjusting the retaining plate 6, while reducing the force borne by the wire rope 4, thereby extending the service life of the wire rope 4.
[0021] Working principle: When slope reduction is carried out, the rotating ring 819 is rotated, and the rotating ring 819 rotates on the thread groove 818, so that the rotating ring 819 drives the retaining plate 6 on the connecting tube 817 to move on the mounting rod 816, so that the retaining plate 6 can be placed in the surface soil of the slope, and the locking rod 804 is pushed. The locking rod 804 overcomes the elastic force of the spring 807 and rises, so that the rack 805 releases the lock on the gear 803, and the steel bar or crowbar is inserted into the insertion hole 808, and the shaft is rotated. 802, so that the shaft 802 drives the winding roller 801 to tighten the wire rope 4, so that the wire rope 4 drives the installation rod 816 on the force transmission rod 5 to guide the rotating rod 812 to rotate on the fixed axis 810, so that the retaining plate 6 can compress the soil above and provide passive earth pressure for the soil. When the slope is in an area with a high precipitation rate, the winding roller 801 is rotated to tighten the wire rope 4 a little more. After the adjustment is completed, the locking rod 804 is released to allow the rack to be tightened. 805 is re-engaged with the gear 803, the winding roller 801 stops rotating, and the steel bar or crowbar is pulled out of the insertion hole 808. When the device pre-tightens the slope to provide additional passive earth pressure, the wire rope 4 will pull the installation rod 816 through the force transmission rod 5, rotating the inclined plane block 2 908 to 180 degrees, so that the inclined plane block 2 908 is released from the symmetrical state with the inclined plane block 1 907 during the rotation, so that the inclined plane block 2 908 is opposite to the inclined plane block 1 907 and is released from the round rod. 906 slides up, so that the inclined surface block 2 908 fits with the inclined surface of the inclined surface block 1 907. At this time, the outer side of the inclined surface block 2 908 no longer presses against the connecting plate 905. Press the connecting plate 905 to release the lock of the rack 2 902 by the locking piece 903, and lift the force transmission rod 5 upward to increase the height of the force transmission rod 5. Rotate the inclined surface block 2 908 again to restore the state of the inclined surface block 2 908 pressing against the connecting plate 905. The force transmission rod 5 no longer moves and the wire rope 4 begins to be tightened.
[0022] The above description is only a preferred specific embodiment of the present invention, but the scope of protection of the present invention is not limited thereto. Any technician familiar with the technical field, within the technical scope disclosed by the present invention, who makes equivalent replacements or changes based on the technical solution and inventive concept of the present invention, should be covered by the scope of protection of the present invention.
Claims
1. A geotechnical slope reinforcement assembly for preventing slope deformation, comprising a concrete pier (1), characterized in that: The bottom of the concrete pier (1) is fixedly connected to two symmetrical anchor rods (2), the upper side of the concrete pier (1) is fixedly connected to a stabilizing seat (3), and a steel wire rope (4) is provided on the stabilizing seat (3), and the end of the steel wire rope (4) away from the stabilizing seat (3) is fixedly connected to a force transmission rod (5), and a pressure reduction and protection module (9) is provided on the force transmission rod (5), and a fixed seat (7) is provided below the force transmission rod (5), and two symmetrical anchor rods (10) are provided on the fixed seat (7), and an active adjustment module (8) is provided on the fixed seat (7), and two symmetrical retaining plates (6) are provided outside the active adjustment module (8); The active adjustment module (8) comprises a mounting rod (816) and a connecting cylinder (817), wherein the connecting cylinder (817) is located outside the mounting rod (816), and the outside of the connecting cylinder (817) is fixedly connected to opposite sides of the two retaining plates (6); The decompression and protection module (9) comprises a locking member (903) and a second rack (902); a notch is provided on the force transmission rod (5); the inner wall of the notch is slidably connected to the outside of the locking member (903); and the locking member (903) is engaged with the second rack (902).
2. A rock and soil slope reinforcement assembly for preventing slope deformation according to claim 1, characterized in that: The stabilizing seat (3) is provided with a notch, a winding roller (801) is movably connected in the notch, the outside of the winding roller (801) is fixedly connected to the end of the wire rope (4) away from the force transmission rod (5), the outside of the stabilizing seat (3) is provided with a circular opening, a shaft (802) is movably connected in the circular opening, the shaft (802) is fixedly connected to the side opposite to the winding roller (801), and a gear (803) is fixedly connected to the outside of the shaft (802), and an insertion hole (808) is provided on the shaft (802).
3. A rock and soil slope reinforcement assembly for preventing slope deformation according to claim 2, characterized in that: The gear (803) is provided with a locking rod (804) on the outside, and a rack (805) is fixedly connected to the inner wall of the locking rod (804), and the rack (805) is engaged with the gear (803). The locking rod (804) is slidably connected to a guide buckle (806) on the outside, and the guide buckle (806) is fixedly connected to the side opposite to the stabilizing seat (3), and the side of the guide buckle (806) away from the shaft (802) is fixedly connected to a spring (807), and the end of the spring (807) away from the guide buckle (806) is fixedly connected to the inner wall of the locking rod (804).
4. A rock and soil slope reinforcement assembly for preventing slope deformation according to claim 1, characterized in that: The upper side of the fixed seat (7) is fixedly connected to a positioning frame (809), the inner wall of the positioning frame (809) is fixedly connected to a fixed-point shaft (810), the outside of the fixed-point shaft (810) is movably connected to a rotating rod (812), an arc-shaped groove (811) is provided on the positioning frame (809), the inner wall of the arc-shaped groove (811) is slidably connected to the outside of the rotating rod (812), and the outside of the rotating rod (812) is fixedly connected to a soil partition plate (813).
5. A rock and soil slope reinforcement assembly for preventing slope deformation according to claim 4, characterized in that: The soil partition plate (813) is fixedly connected to the side opposite to the outside of the positioning frame (809), and the outside of the soil partition plate (813) is slidably connected to the isolation frame (814). The isolation frame (814) is fixedly connected to the side opposite to the outside of the positioning frame (809), and a slot is provided at one end of the rotating rod (812) away from the positioning frame (809). A threaded groove (815) is provided on the inner wall of the slot. The inner wall of the threaded groove (815) is rotatably connected to the outside of the mounting rod (816) via an external thread.
6. The rock and soil slope reinforcement assembly for preventing slope deformation according to claim 1, characterized in that: The outside of the mounting rod (816) is fixedly connected with four circumferentially equidistantly distributed limiting strips (820), the inner wall of the connecting tube (817) is provided with four circumferentially equidistantly distributed grooves, the inner walls of the grooves are all slidably connected to the outside of the limiting strips (820) on the same side, and the outside of the mounting rod (816) is provided with a second thread groove (818).
7. A rock and soil slope reinforcement assembly for preventing slope deformation according to claim 6, characterized in that: A rotating ring (819) is provided on the outside of the mounting rod (816), and the inner wall of the rotating ring (819) is rotatably connected to the second thread groove (818) via an external thread, and the rotating ring (819) is movably connected to the side opposite to the connecting tube (817).
8. The rock and soil slope reinforcement assembly for preventing slope deformation according to claim 1, characterized in that: The second thread groove (818) is provided with a cutting groove (901), the inner wall of the cutting groove (901) is fixedly connected to the outside of the second rack (902), and the outside of the force transmission rod (5) is fixedly connected to a convex seat (904), and the convex seat (904) is movably connected to a connecting plate (905), and the second thread groove (818) is provided with a rectangular opening, and the outside of the force transmission rod (5) is slidably connected to the inner wall of the rectangular opening.
9. The rock and soil slope reinforcement assembly for preventing slope deformation according to claim 1, characterized in that: The connecting plate (905) is fixedly connected to the side opposite to the locking member (903), and the force transmission rod (5) is fixedly connected to a round rod (906) on the side close to the connecting plate (905). The outside of the round rod (906) is fixedly connected to a first inclined plane block (907), and the outside of the round rod (906) is slidably connected to a second inclined plane block (908), and the second inclined plane block (908) and the first inclined plane block (907) are symmetrical to each other.
10. A rock and soil slope reinforcement assembly for preventing slope deformation according to claim 9, characterized in that: The outside of the second inclined surface block (908) contacts the side of the connecting plate (905) close to the force transmission rod (5), and a reserved groove (909) is provided on the connecting plate (905), and the inner wall of the reserved groove (909) is slidably connected to the outside of the round rod (906).