Anchoring support structure for slope engineering

Through the nested design of anchor rods, inner rods and inserted rods, and the coordination of positioning rods, expansion plates and other structures, the problems of loose anchor rods and concrete cracking are solved, deep-level fixation and enhanced stability of the slope are achieved, and the stability and safety of the slope are ensured.

CN119956770BActive Publication Date: 2025-10-21QINGDAO GEOLOGY & MINERALS ROCK & SOIL ENG CO LTD
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Patent Information

Application Number
CN202510309403.2
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2025-03-17
Publication Date
2025-10-21
Estimated Expiration
2045-03-17

AI Technical Summary

Technical Problem

Anchor rods may become loose due to various reasons, affecting the stability of the reinforced structure. Concrete is also prone to cracking during use, posing a safety hazard.

Method used

The nested design of anchor rods, inner rods and plug rods is adopted, combined with the positioning rods, positioning rod plugs, external plug rods, expansion plates and hinged shafts. The anchor rods, inner rods and plug rods are nested and inserted into the slope, and the threaded connection of the semi-circular connecting plate is used to enhance the stability and connection strength of the support structure.

Benefits of technology

It achieves deep fixation of the slope, improves the overall stability and connection strength of the support structure, prevents the decline of support effect caused by loosening, and enhances the stability and safety of the slope.

✦ Generated by Eureka AI based on patent content.

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Abstract

The application relates to the technical field of slope engineering, in particular to an anchoring support structure for slope engineering, which comprises an anchor rod, the inner wall of the anchor rod is movably connected with an inner rod, the inner wall of the inner rod is movably connected with a plug-in rod, the anchor rod comprises an anchor rod main body, the left and right sides of the front end of the anchor rod main body are fixedly connected with joint plates, the front and back ends of the anchor rod main body are both designed as hollow, the left and right sides of the inner wall of the anchor rod main body are both provided with guide grooves, the outer walls of the two joint plates are both fixedly connected with connecting blocks, the anchor rod, the inner rod and the plug-in rod are arranged, deep fixing of the slope is realized, the stability and the connecting strength of the whole are improved, firstly, the nested design of the anchor rod, the inner rod main body and the plug-in rod main body enables the whole support structure to penetrate into the inside of the slope, the support effect is effectively improved, and secondly, the arrangement of the positioning rods and the positioning rod plugs realizes the initial fixing of the anchor rod.
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Description

Technical Field

[0001] The present invention relates to the technical field of slope engineering, and more particularly to an anchoring support structure for slope engineering. Background Art

[0002] Slope engineering refers to the reinforcement and protection of slopes. It is primarily applied to sloping terrains such as mountainous and hilly areas, as well as riverbanks and lakeshores. The primary goal of slope engineering is to improve slope stability and prevent natural disasters such as landslides and collapses. In practical projects, slope engineering often intersects with multiple disciplines, including civil engineering, geological engineering, and environmental engineering, requiring comprehensive consideration of geological conditions, environmental factors, and project requirements.

[0003] According to patent document: CN109469076A, a deformable slope anchoring structure disclosed belongs to the field of slope support engineering and is used to solve the problem that the bending resistance of steel pipe piles is weak, resulting in limited reinforcement effect on the slope, easy bending and deformation of steel pipe piles, and even complete failure of the anchoring structure. The present invention provides anchors and connectors, connects the steel pipe piles to the anchors through the connectors, and provides tensile support for the steel pipe piles through the anchoring effect of the anchors; thereby, the end of each steel pipe pile inserted into the slope can be connected to the stable bedrock, and the end of the steel pipe pile that passes through the slope surface is connected to the anchor through the connector. In this way, the bending resistance of the steel pipe piles can be effectively improved, thereby effectively controlling the further deformation of the slope.

[0004] In the process of slope reinforcement, engineers usually adopt a common method, which is to insert anchor rods into the inner wall of pre-drilled holes. Then, they will use concrete to pour to achieve the purpose of reinforcing the slope. This method is widely used in practice because it can effectively improve the stability of the slope. However, traditional anchor rod reinforcement technology also has some problems that cannot be ignored. For example, the anchor rods may become loose due to various reasons, which will directly affect the stability of the reinforced structure. In addition, concrete is also prone to cracking during use, which not only affects the reinforcement effect, but also may bring safety hazards. Therefore, although this method is widely used in slope reinforcement, its problems cannot be ignored, and technological innovation is needed to further improve the reinforcement effect. Summary of the Invention

[0005] In order to overcome the above-mentioned defects of the prior art, the present invention provides an anchoring support structure for slope engineering. The technical problem to be solved by the present invention is: the anchor rod may become loose due to various reasons, which will directly affect the stability of the reinforced structure. In addition, the concrete is also prone to cracking during use, which not only affects the reinforcement effect but also may bring safety hazards. Therefore, although this method has been widely used in slope reinforcement, the problems it has cannot be ignored, and it is necessary to further improve the reinforcement effect through technological innovation.

[0006] In order to solve the above technical problems, the technical solution adopted by the present invention is:

[0007] An anchor support structure for slope engineering, comprising an anchor rod, an inner rod movably connected to the inner wall of the anchor rod, and an insertion rod movably connected to the inner wall of the inner rod;

[0008] The anchor rod comprises an anchor rod body, the left and right sides of the front end of the anchor rod body are respectively fixedly connected with joint plates, the front and rear ends of the anchor rod body are both hollowed out, the left and right sides of the inner wall of the anchor rod body are respectively provided with guide grooves, and the outer walls of the two joint plates are respectively fixedly connected with connecting blocks;

[0009] The inner rod includes an inner rod body, and inner rod sliding rods are fixedly connected to both sides of the outer wall of the inner rod body. The outer wall of the inner rod body is slidably connected to the inner wall of the anchor rod body, and the outer walls of the two inner rod sliding rods are slidably connected to the inner walls of the two guide grooves. The rear end of the inner rod body extends to the rear side of the outer wall of the anchor rod body and is fixedly connected to an inner rod plug. The outer wall of the inner rod plug is provided with a positioning groove in a circular array.

[0010] As a further solution of the present invention: the front and rear sides of the outer sides of the two connecting blocks are fixedly connected with slide blocks, the outer sides of the two front slide blocks are fixedly connected with arc-shaped hinge blocks, the front inner walls of the two arc-shaped hinge blocks are rotatably connected with pressure rods, the inner walls of the two pressure rods on the side away from the arc-shaped hinge blocks are rotatably connected with pulleys, the two pressure rods on the side close to the connecting blocks are fitted with a second pulley, the outer walls of the two second pulleys are rotatably connected with positioning rods, the front and rear sides of the outer walls of the two positioning rods are respectively slidably connected to the inner walls of the two groups of slide blocks, the outer walls of the two positioning rods are springs on the outer walls on one side of the inner sides of the two groups of slide blocks, and the rear ends of the two positioning rods are fixedly connected to positioning rod plugs.

[0011] As a further solution of the present invention: the insertion rod includes an insertion rod body, the outer wall of the insertion rod body is slidably connected to the inner wall of the inner rod body, and the front end of the insertion rod body extends to the front side of the outer wall of the inner rod body and is fixedly connected to a reinforcement component.

[0012] As a further solution of the present invention: the insertion rod body includes an outer insertion rod, the inner wall of the outer insertion rod is slidably connected to the inner insertion rod, the rear end of the inner insertion rod extends to the rear side of the outer wall of the outer insertion rod, and two hinge shafts are respectively provided on one side of the inner insertion rod extending to the outer wall of the outer insertion rod, the inner wall of the rear hinge shaft is fixedly connected to the outer wall of the inner insertion rod, and the inner wall of the front hinge shaft is slidably connected to the outer wall of the inner insertion rod.

[0013] As a further solution of the present invention: the outer walls of the two hinge shafts are rotatably connected to rotating rods in a circular array, and multiple groups of rotating rods are rotatably connected to expansion plates on the side away from the hinge shafts. The front side circular array of the front hinge shaft is fixedly connected to the hinge shaft push rod, and the front end circular array of multiple hinge shaft push rods is fixedly connected to the rear end of the external plug-in rod.

[0014] As a further solution of the present invention: the reinforcement assembly includes a reinforcement plate, the inner wall of the reinforcement plate is slidably connected to the inner rod body and extends to one side of the outer wall of the anchor rod body, and the four front sides of the reinforcement plate are respectively provided with insertion holes, and the left and right sides of the reinforcement plate are respectively fixedly connected with side sliding groove rods.

[0015] As a further solution of the present invention: the rear sides of the outer sides of the two side sliding groove rods are fixedly connected with hinge blocks, the front sides of the inner walls of the two side sliding groove rods are slidably connected with push plate sliders, the two push plate sliders and the inner sides of the hinge blocks are rotatably connected with second rotating rods, the left and right groups of the second rotating rods are rotatably connected with push blocks on one side away from the push plate sliders and the hinge blocks, and the outer sides of the two push blocks are rotatably connected with sliding blocks.

[0016] As a further solution of the present invention: the inner sides of the two push plate sliders extend to the inner sides of the two side sliding groove rods respectively and are fixedly connected to the push plates, and the four front sides of the push plates are respectively provided with second sockets aligned with the four sockets, and the front sides of the two side sliding groove rods are fixedly connected with axial hinge blocks.

[0017] As a further solution of the present invention: the inner wall of the push plate is fixedly connected to the front side of the outer wall of the external plug-in rod, the top and bottom of the two axial hinge blocks are rotatably connected to the axial rod, the outer sides of the two groups of axial rods are fixedly connected to arc-shaped rotating rods, the rear sides of the two groups of arc-shaped rotating rods are fixedly connected to rotating rods, and the inner sides of the two groups of rotating rods are respectively slidably connected to the outer walls of the two sliding blocks.

[0018] As a further solution of the present invention: the inner sides of the two groups of arc-shaped rotating rods are rotatably connected to inward-retracting plates, the inner sides of the two inward-retracting plates are fixedly connected to semicircular connecting plates, and the inner sides of the two semicircular connecting plates are provided with threads.

[0019] The beneficial effects of the present invention are:

[0020] 1. The present invention achieves deep-level fixation of the slope by providing anchor rods, inner rods and insertion rods, and also improves the overall stability and connection strength. First, the nested design of the anchor rods, inner rod bodies and insertion rod bodies enables the entire support structure to penetrate deep into the slope, effectively enhancing the support effect. At the same time, the provision of positioning rods and positioning rod plugs achieves initial fixation of the anchor rods, providing convenience for subsequent operations. Secondly, the coordination of structures such as the outer insertion rods, expansion plates and hinge shafts enables the support structure to be more firmly embedded in the soil, further improving the support effect. In addition, the provision of structures such as the push plate, reinforcement plate and second rotating rod not only achieves further fixation of the support structure, but also provides the possibility of connection with other reinforcements, thereby enhancing the connection strength and stability of the entire support structure. Finally, the design of the semicircular connecting plate not only facilitates the connection of other reinforcements, but also further stabilizes the position through threaded connection, further improving the overall stability of the support structure. The threaded design on the semicircular connecting plate ensures a close fit between the connecting parts, effectively preventing the decline in support effect due to loosening. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 It is a schematic diagram of the main three-dimensional structure of the present invention;

[0022] Figure 2 This is a schematic diagram of the main body three-dimensional separation structure of the present invention;

[0023] Figure 3 It is a schematic diagram of the three-dimensional structure of the anchor rod of the present invention;

[0024] Figure 4 This is an enlarged structural diagram of point A of the present invention;

[0025] Figure 5 This is a schematic diagram of the three-dimensional structure of the inner rod and the insertion rod of the present invention;

[0026] Figure 6 This is a schematic diagram of the three-dimensional structure of the inner rod of the present invention;

[0027] Figure 7 It is a schematic diagram of the three-dimensional structure of the insertion rod of the present invention;

[0028] Figure 8 This is a schematic diagram of the three-dimensional separation structure of the rod of the present invention;

[0029] Figure 9 This is a schematic diagram of the three-dimensional structure of the rod body of the present invention;

[0030] Figure 10 It is a schematic diagram of the three-dimensional structure of the reinforcement component of the present invention.

[0031] In the figure: 1. Anchor rod; 11. Anchor rod body; 12. Guide groove; 13. Joint plate; 14. Connecting block; 15. Slide block; 16. Arc hinge block; 17. Pressure rod; 18. Pulley; 19. Positioning rod; 110. Second pulley; 111. Positioning rod plug; 112. Spring; 2. Inner rod; 21. Inner rod body; 22. Inner rod slide; 23. Inner rod plug; 24. Positioning groove; 3. Insert rod; 31. Insert rod body; 311. Outer insert rod; 312. Inner insert rod; 313. Articulated shaft; 314 , articulated shaft push rod; 315, expansion plate; 316, rotating rod; 32, reinforcement assembly; 321, reinforcement plate; 322, socket; 323, side sliding groove rod; 324, axial hinge block; 325, push plate; 326, push plate slider; 327, articulated block; 328, second rotating rod; 329, push block; 3210, sliding block; 3211, rotating rod; 3212, arc-shaped rotating rod; 3213, axial rod; 3214, retraction plate; 3215, semicircular connecting plate; 3216, second socket. DETAILED DESCRIPTION

[0032] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0033] like Figure 1-2 As shown, the present invention provides an anchoring support structure for slope engineering, including an anchor rod 1, an inner rod 2 movably connected to the inner wall of the anchor rod 1, and an insertion rod 3 movably connected to the inner wall of the inner rod 2.

[0034] like Figure 3-10As shown, the anchor rod 1 includes an anchor rod body 11, and the left and right sides of the front end of the anchor rod body 11 are fixedly connected with joint plates 13 respectively. The front and rear ends of the anchor rod body 11 are both hollow designs, and the left and right sides of the inner wall of the anchor rod body 11 are respectively provided with guide grooves 12, and the outer walls of the two joint plates 13 are fixedly connected with connecting blocks 14. The inner rod 2 includes an inner rod body 21, and the outer walls of the inner rod body 21 are respectively fixedly connected with inner rod slide rods 22. The outer wall of the inner rod body 21 is slidably connected to the inner wall of the anchor rod body 11, and the outer walls of the two inner rod slide rods 22 are respectively slidably connected to the inner walls of the two guide grooves 12. The rear end of the inner rod body 21 extends to the rear side of the outer wall of the anchor rod body 11 and is fixedly connected with an inner rod plug 23. The outer wall of the inner rod plug 23 is provided with a fixed ring array. The front and rear sides of the outer sides of the two connecting blocks 14 are fixedly connected to the slide blocks 15, the outer sides of the two front slide blocks 15 are fixedly connected to the arc-shaped hinge blocks 16, the front inner walls of the two arc-shaped hinge blocks 16 are rotatably connected to the pressure rods 17, the inner walls of the two pressure rods 17 on the side away from the arc-shaped hinge blocks 16 are rotatably connected to the pulleys 18, the two pressure rods 17 are close to the side of the connecting block 14 and are fitted with the second pulley 110, the outer walls of the two second pulleys 110 are rotatably connected to the positioning rods 19, the front and rear sides of the outer walls of the two positioning rods 19 are respectively slidably connected to the inner walls of the two groups of slide blocks 15, the outer walls of the two positioning rods 19 are provided with springs 112 on one side of the outer walls of the inner sides of the two groups of slide blocks 15, and the rear ends of the two positioning rods 19 are fixedly connected to the positioning rods The cam 312 is fixed to the cam 314 and the cam 315 is fixed to the cam 316, and the cam 317 is fixed to the cam 318. The cam 326 is a key component of the cam 328, and the cam 327 is a key component of the cam 328. When the cam 328 is in the cam 326 position, the cam 326 is in the cam 326 position, and the cam 327 is a key component of the cam 328. When the cam 328 is in the cam 326 position, the cam 326 is in the cam 326 position, and the cam 327 is a key component of the cam 328.The inner sides of the two push plate sliders 326 and the hinge block 327 are rotatably connected to the second rotating rod 328, and the left and right sets of second rotating rods 328 are rotatably connected to the side of the push plate slider 326 and the hinge block 327. The outer sides of the two push blocks 329 are rotatably connected to the sliding block 3210. The inner sides of the two push plate sliders 326 extend to the inner sides of the two side sliding groove rods 323 and are fixedly connected to the push plate 325. The front four sides of the push plate 325 are respectively provided with second sockets 3216 aligned with the four sockets 322. The front sides of the two side sliding groove rods 323 are fixedly connected to the axial hinge block 324. The inner wall of the push plate 325 The top and bottom of the two axial hinge blocks 324 are fixedly connected to the front side of the outer wall of the external insertion rod 311, and the axial rod 3213 is rotatably connected. The outer sides of the two sets of axial rods 3213 are fixedly connected to the arc-shaped rotating rods 3212. The rear sides of the two sets of arc-shaped rotating rods 3212 are fixedly connected to the rotating rod 3211. The inner sides of the two sets of rotating rods 3211 are respectively slidably connected to the outer walls of the two sliding blocks 3210. The inner sides of the two sets of arc-shaped rotating rods 3212 are rotatably connected to the inner sides of the retracting plates 3214. The inner sides of the two retracting plates 3214 are fixedly connected to the semicircular connecting plates 3215. The inner sides of the two semicircular connecting plates 3215 are both provided with threads.

[0035] When reinforcing a slope, first insert the anchor rod 1 into the hole preset in the slope, then insert the inner rod body 21 into the inner wall of the anchor rod body 11, and further insert the anchor rod 1 into the soil behind the hole through the inner rod plug 23, and then continue to insert the insertion rod body 31 into the inner wall of the inner rod body 21;

[0036] When the insertion rod body 31 is fully inserted into the inner wall of the inner rod body 21, the two sides of the rear side of the reinforcing plate 321 press the two pulleys 18 to rotate the two pressure rods 17. The rotation of the two pressure rods 17 drives the two positioning rods 19 to slide backward on the inner walls of the two slide blocks 15. At this time, the two springs 112 are compressed, and the two positioning rods 19 slide backward, driving the two positioning rod plugs 111 to move backward until the two positioning rod plugs 111 are fully inserted into the soil on the slope surface to initially fix the entire anchor rod 1;

[0037] When the cam 314 is in the unlock state, the locking cam 315 is in the unlock state, and the locking cam 316 is in the unlock state, and the winch 318 is in the unlock state, and the winch 319 is in the unlock state, and the winch 319 is in the unlock state, and the winch 319 is in the unlock state, and the winch 319 is in the unlock state, and the winch 319 is in the unlock state, and the winch 319 is in the unlock state, and the winch 319 is in the unlock state, The positioning groove 24 is expanded and embedded in the soil to improve the overall stability. At this time, the anchor rod 1 is embedded in the soil through the positioning rod plug 111 and the multiple expansion plates 315, thereby completing the deep fixation of the slope. After the push plate 325 is fitted with the reinforcement plate 321, it can be inserted into the soil on the slope surface again through the second insertion hole 3216 and the insertion hole 322 by rivets or screws, fixing the push plate 325 and the reinforcement plate 321 while further increasing the overall stability.

[0038] When the second lever 328 is unlocked, the lever 329 is unlocked and the second lever 328 is unlocked, so the lever 329 can be unlocked if necessary.

[0039] Working principle of the present invention: When reinforcing the slope, first insert the anchor rod 1 into the preset hole in the slope, then insert the inner rod body 21 into the inner wall of the anchor rod body 11, and further insert the anchor rod 1 into the soil behind the hole through the inner rod plug 23, and then continue to insert the insertion rod body 31 into the inner wall of the inner rod body 21. When the insertion rod body 31 is completely inserted into the inner wall of the inner rod body 21, the two sides of the rear side of the reinforcement plate 321 press the two pulleys 18 to rotate the two pressure rods 17, and the rotation of the two pressure rods 17 drives the two positioning rods 19 to move backward on the inner wall of the two chute blocks 15. When the two springs 112 are compressed, the two positioning rods 19 slide backward, driving the two positioning rod plugs 111 to move backward until the two positioning rod plugs 111 are fully inserted into the soil on the slope surface to initially fix the entire anchor rod 1. When the insertion rod body 31 is fully inserted into the inner wall of the inner rod body 21, the two sides of the rear side of the reinforcing plate 321 press the two pulleys 18 to rotate the two pressure rods 17. The rotation of the two pressure rods 17 drives the two positioning rods 19 to slide backward on the inner wall of the two slide blocks 15. At this time, the two springs 112 are compressed. The two positioning rods 19 slide backward and drive the two positioning rod plugs 111 to move backward until the two positioning rod plugs 111 are fully inserted into the soil on the slope surface to initially fix the integral anchor rod 1. At the same time, the push of the push plate 325 also causes the two sets of push plate sliders 326 to slide backward on the inner walls of the two side sliding groove rods 323. The sliding of the push plate sliders 326 drives the second rotating rod 328 to rotate. The rotation of the second rotating rod 328 further pushes the push block 329 to move outward. The movement of the push block 329 causes the sliding block 3210 to slide inside the two rotating rods 3211. Move sideways and push the two rotating rods 3211 and the arc-shaped rotating rod 3212 to rotate with the axial rod 3213 as the axis. The rotation of the arc-shaped rotating rod 3212 causes the two inward-retracting plates 3214 to slide inward until the two semicircular connecting plates 3215 fit together. Since the inner walls of the two semicircular connecting plates 3215 are threaded, other required reinforcements, such as cross bars, can be connected through the two semicircular connecting plates 3215. At this time, the position of the two semicircular connecting plates 3215 is further stabilized while connecting other components, thereby strengthening the fixing effect of the anchor rod 1 on the slope.

[0040] The basic principles, main features, and advantages of the present invention are shown and described above. Those skilled in the art should understand that the present invention is not limited to the above embodiments. The above embodiments and descriptions are merely illustrative of the principles of the present invention. Various changes and modifications may be made to the present invention without departing from the spirit and scope of the present invention. Such changes and modifications are intended to fall within the scope of the present invention. The scope of protection claimed in the present invention is defined by the appended claims and their equivalents.

Claims

1. An anchor support structure for slope engineering, characterized by: It comprises an anchor rod (1), the inner wall of the anchor rod (1) is movably connected to an inner rod (2), and the inner wall of the inner rod (2) is movably connected to an insertion rod (3); The anchor rod (1) comprises an anchor rod body (11), and the left and right sides of the front end of the anchor rod body (11) are respectively fixedly connected to joint plates (13), the front and rear ends of the anchor rod body (11) are both hollowed out, and the left and right sides of the inner wall of the anchor rod body (11) are respectively provided with guide grooves (12), and the outer walls of the two joint plates (13) are both fixedly connected to connecting blocks (14); The inner rod (2) includes an inner rod body (21), inner rod slide rods (22) are fixedly connected to both sides of the outer wall of the inner rod body (21), the outer wall of the inner rod body (21) is slidably connected to the inner wall of the anchor rod body (11), the outer walls of the two inner rod slide rods (22) are slidably connected to the inner walls of the two guide grooves (12), the rear end of the inner rod body (21) extends to the rear side of the outer wall of the anchor rod body (11) and is fixedly connected to the inner rod plug (23), and the outer wall of the inner rod plug (23) is provided with a positioning groove (24) in a circular array; The front and rear sides of the outer sides of the two connecting blocks (14) are fixedly connected to the slide blocks (15), the outer sides of the two front slide blocks (15) are fixedly connected to the arc-shaped hinge blocks (16), the front inner walls of the two arc-shaped hinge blocks (16) are rotatably connected to the pressure rods (17), the inner walls of the two pressure rods (17) away from the arc-shaped hinge blocks (16) are rotatably connected to the pulleys (18), the sides of the two pressure rods (17) close to the connecting blocks (14) are fitted with the second pulleys (110), the outer walls of the two second pulleys (110) are rotatably connected to the positioning rods (19), the front and rear sides of the outer walls of the two positioning rods (19) are respectively slidably connected to the inner walls of the two groups of slide blocks (15), the outer walls of the two positioning rods (19) on one side of the inner walls of the two groups of slide blocks (15) are both sleeved with springs (112), and the rear ends of the two positioning rods (19) are fixedly connected to the positioning rod plugs (111); The insertion rod (3) comprises an insertion rod body (31), the outer wall of the insertion rod body (31) is slidably connected to the inner wall of the inner rod body (21), and the front end of the insertion rod body (31) extends to the front side of the outer wall of the inner rod body (21) and is fixedly connected to a reinforcement component (32).

2. The anchor support structure for slope engineering according to claim 1, characterized in that: The insertion rod body (31) includes an outer insertion rod (311), the inner wall of the outer insertion rod (311) is slidably connected to the inner insertion rod (312), the rear end of the inner insertion rod (312) extends to the rear side of the outer wall of the outer insertion rod (311), and two hinge shafts (313) are respectively provided on one side of the inner insertion rod (312) extending to the outer wall of the outer insertion rod (311), the inner wall of the rear hinge shaft (313) is fixedly connected to the outer wall of the inner insertion rod (312), and the inner wall of the front hinge shaft (313) is slidably connected to the outer wall of the inner insertion rod (312).

3. The anchor support structure for slope engineering according to claim 2, characterized in that: The outer walls of the two hinge shafts (313) are rotatably connected to rotating rods (316) in an annular array, and the sides of multiple groups of rotating rods (316) away from the hinge shaft (313) are rotatably connected to the expansion plates (315). The front annular array of the front hinge shaft (313) is fixedly connected to the hinge shaft push rods (314), and the front annular array of multiple hinge shaft push rods (314) is fixedly connected to the rear end of the external plug rod (311).

4. The anchor support structure for slope engineering according to claim 3, characterized in that: The reinforcement assembly (32) includes a reinforcement plate (321), the inner wall of the reinforcement plate (321) is slidably connected to a side of the inner rod body (21) extending to the outer wall of the anchor rod body (11), the four front sides of the reinforcement plate (321) are respectively provided with insertion holes (322), and the left and right sides of the reinforcement plate (321) are respectively fixedly connected to side sliding groove rods (323).

5. The anchor support structure for slope engineering according to claim 4, characterized in that: The rear sides of the outer sides of the two side sliding groove rods (323) are fixedly connected to the hinge blocks (327), the front sides of the inner walls of the two side sliding groove rods (323) are slidably connected to the push plate sliders (326), the inner sides of the two push plate sliders (326) and the hinge blocks (327) are rotatably connected to the second rotating rods (328), the left and right sets of the second rotating rods (328) are rotatably connected to the push blocks (329) on the sides away from the push plate sliders (326) and the hinge blocks (327), and the outer sides of the two push blocks (329) are rotatably connected to the sliding blocks (3210).

6. The anchor support structure for slope engineering according to claim 5, characterized in that: The inner sides of the two push plate sliders (326) extend to the inner sides of the two side sliding groove rods (323) and are fixedly connected to the push plate (325). The four front sides of the push plate (325) are respectively provided with second sockets (3216) aligned with the four sockets (322). The front sides of the two side sliding groove rods (323) are fixedly connected to the axis hinge block (324).

7. The anchor support structure for slope engineering according to claim 6, characterized in that: The inner wall of the push plate (325) is fixedly connected to the front side of the outer wall of the outer plug rod (311); the top and bottom of the two axial hinge blocks (324) are rotatably connected to the axial rod (3213); the outer sides of the two groups of axial rods (3213) are fixedly connected to the arc-shaped rotating rods (3212); the rear sides of the two groups of arc-shaped rotating rods (3212) are fixedly connected to the rotating rods (3211); and the inner sides of the two groups of rotating rods (3211) are slidably connected to the outer walls of the two sliding blocks (3210).

8. The anchor support structure for slope engineering according to claim 7, characterized in that: The inner sides of the two groups of arc-shaped rotating rods (3212) are rotatably connected to the inner retracting plates (3214), and the inner sides of the two inner retracting plates (3214) are fixedly connected to the semicircular connecting plates (3215), and the inner sides of the two semicircular connecting plates (3215) are both provided with threads.

Citation Information

Patent Citations

  • Anchoring structure of deformed slope

    CN109469076A

  • Side slope anchoring device for municipal building

    CN118668729A

  • Foundation pit supporting structure and foundation pit supporting construction method

    CN119553668A