Construction method for pre-stressed anchor cable to penetrate through anchor cable hole

By using an electric telescopic rod pushing mechanism in anchor cable construction, continuous advancement of the anchor cable is achieved, solving the problems of high labor intensity and low efficiency in the existing technology, improving construction efficiency and speed, and reducing manpower input.

CN120700867APending Publication Date: 2025-09-26SINOHYDRO ENG BUREAU 4 +1
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Patent Information

Application Number
CN202510870410.X
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-06-26
Publication Date
2025-09-26

AI Technical Summary

Technical Problem

In the existing technology, the construction of anchor cables is labor-intensive and inefficient. Manual propulsion is difficult to ensure a stable propulsion speed and requires a large number of people.

Method used

A construction method of passing prestressed anchor cables through anchor cable holes is adopted. A pushing mechanism installed at the bottom of the beam is used to cooperate with two electric telescopic rods to achieve alternating forward and backward movement of the fixing ring, ensuring continuous advancement of the anchor cable.

Benefits of technology

It effectively improves the efficiency of anchor cable construction, reduces labor intensity, ensures a stable advancement speed, and reduces personnel input.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention discloses a device used in a construction method for a pre-stressed anchor cable to penetrate through an anchor cable hole. The device comprises a bottom frame, side frames are fixed to the two sides of the top of the bottom frame, the same cross beam is fixed to the tops of the two side frames, and a pushing mechanism is installed at the bottom of the cross beam; the pushing mechanism comprises two electric telescopic rods fixed to the bottom of the cross beam, the output ends of the electric telescopic rods are provided with mounting discs through connecting pieces, the mounting discs are provided with moving blocks in a sliding mode, the moving blocks are fixedly provided with fixing rings through connecting rods, and the two connecting rods are arranged in a staggered mode; the connecting piece comprises a mounting block fixed to the output end of the electric telescopic rod, a mounting plate is fixed to the bottom of the mounting block, the mounting disc is fixed to the mounting plate, a sliding groove is formed in the mounting disc, a sliding block is fixed to the outer wall of the moving block, and the sliding block is arranged in the sliding groove in a sliding mode. Continuous propelling of the cable is achieved, forward moving of the cable is guaranteed, and efficiency is effectively improved.
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Description

Technical Field

[0001] The invention relates to the technical field of anchor cable threading methods, and in particular to a construction method for threading a prestressed anchor cable through an anchor cable hole. Background Art

[0002] When reinforcing the slope through anchor cable construction, the anchor cable must first be lowered into the anchor cable holes drilled in the anti-slip piles and the slope rock layer. In order to facilitate the workers to operate the anchor cable lowering, it is necessary to continuously ensure the cable movement during construction.

[0003] At present, the cable is mostly advanced by manually using tools. Manual advancement is to push the anchor cable through manual operation. This method requires the operator to have certain physical strength and skills. During the operation, the force and angle need to be constantly adjusted to ensure that the anchor cable can be smoothly advanced to the predetermined position. The labor intensity is high, the efficiency is relatively low, and the manpower input is large. In addition, it is difficult to ensure a stable advancement speed with manual advancement. In this regard, we designed a construction method for prestressed anchor cables passing through anchor cable holes. Summary of the Invention

[0004] The purpose of the present invention is to provide a construction method for passing a prestressed anchor cable through an anchor cable hole, aiming to solve the technical problems of high labor intensity, relatively low efficiency, large manpower input, and difficulty in ensuring a stable advancement speed due to manual advancement.

[0005] In order to achieve the above object, the present invention adopts the following technical solutions: A construction method for passing a prestressed anchor cable through an anchor cable hole. The device used in the construction method for passing a prestressed anchor cable through an anchor cable hole comprises a base frame, side frames are fixed to both sides of the top of the base frame, a common crossbeam is fixed to the tops of the two side frames, and a pushing mechanism is installed at the bottom of the crossbeam; The pushing mechanism includes two electric telescopic rods fixed at the bottom of the beam, the output end of the electric telescopic rod is installed with a mounting plate through a connecting piece, a moving block is slidably provided on the mounting plate, the moving block is fixed with a fixing ring through a connecting rod, and the two connecting rods are staggered.

[0006] In one embodiment, the connecting member includes a mounting block fixed to the output end of the electric telescopic rod, a mounting plate is fixed to the bottom of the mounting block, and the mounting plate is fixed to the mounting plate.

[0007] In one embodiment, a slide groove is provided on the mounting plate, a slider is fixed to the outer wall of the moving block, and the slider is slidably arranged in the slide groove.

[0008] Material toggling mechanism, its both ends are to be matched with the gear train of claim 1, wherein said linking rod and said adjusting base are connected along said cam path, and said linking rod is connected along said cam path.

[0009] In one embodiment, a limiting block is fixed on the outer wall of the fixed arm, and a limiting groove for the limiting block to slide is formed on the outer wall of the crossbeam.

[0010] In one embodiment, a plurality of rollers are rotatably provided on the bottom of the moving block.

[0011] In one embodiment, a first hook and a second hook are fixed to both sides of the bottom of the beam respectively.

[0012] In one embodiment, a cross bar is fixed to the inner wall of the side frame, a U-shaped frame is fixed on the cross bar, a guide roller is rotatably provided on the U-shaped frame, a first hook, a second hook and two guide rollers are provided, the rope passes through the guide rollers and is hooked by the first hook and the second hook to ensure that the rope maintains a certain height of movement.

[0013] A construction method for passing a prestressed anchor cable through an anchor cable hole comprises the following steps: Step 1: The rope passes through the second hook, guide roller, two fixing rings and the first hook from one side; Step 2: The two electric telescopic rods work together. One electric telescopic rod pushes the corresponding fixed ring forward, and the other electric telescopic rod pulls the corresponding fixed ring backward, so as to achieve alternation. When pushing forward, the fixed ring moves up, and when moving backward, the fixed ring moves down.

[0014] Beneficial effects: The present invention adopts a pushing mechanism installed at the bottom of the beam, the rope passes through the second hook, the guide roller, the two fixed rings and the first hook from one side, and the two electric telescopic rods work together, one electric telescopic rod pushes the corresponding fixed ring forward, and the other electric telescopic rod pulls the corresponding fixed ring backward, thereby achieving alternation, and when pushing forward, the fixed ring moves up, and when moving backward, the fixed ring moves down, effectively solving the problems raised by the background technology, realizing continuous advancement of the rope, ensuring the forward movement of the rope, and effectively improving efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 This is a schematic structural diagram of a construction device for passing a prestressed anchor cable through an anchor cable hole proposed by the present invention; Figure 2 The invention proposes a construction device for a prestressed anchor cable passing through an anchor cable hole. Figure 1 Schematic diagram of partially expanded three-dimensional structure; Figure 3 This is a partial three-dimensional structural diagram of a construction device for passing a prestressed anchor cable through an anchor cable hole proposed by the present invention; Figure 4 The invention proposes a construction device for a prestressed anchor cable passing through an anchor cable hole. Figure 3 Schematic diagram of the expanded three-dimensional structure.

[0016] In the figure: 1. Base frame; 2. Side frame; 3. Crossbeam; 4. Crossbar; 5. U-shaped frame; 6. Guide roller; 7. First hook; 8. Second hook; 9. Pushing mechanism; 10. Electric telescopic rod; 11. Mounting block; 12. Mounting plate; 13. Mounting plate; 14. Slide; 15. Sliding member; 16. Fixed arm; 17. Limit block; 18. Limit slot; 19. Angle rod; 20. Stop block; 21. Moving block; 22. Slider; 23. Roller; 24. Connecting rod; 25. Fixed ring; 26. Head; 27. Fixed plate; 28. Fork rod. DETAILED DESCRIPTION

[0017] 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.

[0018] The following describes the specific embodiments of the present disclosure in detail with reference to the accompanying drawings. It should be understood that the specific embodiments described herein are only used to illustrate and explain the present disclosure and are not intended to limit the present disclosure.

[0019] In order to achieve the above purpose, Figure 1-4The present invention discloses a construction method for inserting a prestressed anchor cable into an anchor cable hole. The device used in the construction method for inserting a prestressed anchor cable into an anchor cable hole comprises a base frame 1, side frames 2 are fixed to both sides of the top of the base frame 1, a common crossbeam 3 is fixed to the top of the two side frames 2, and a pushing mechanism 9 is installed at the bottom of the crossbeam 3; The pushing mechanism 9 includes two electric telescopic rods 10 fixed at the bottom of the beam 3. The output end of the electric telescopic rod 10 is installed with a mounting plate 13 through a connecting piece. A moving block 21 is slidably provided on the mounting plate 13. The moving block 21 is fixed with a fixing ring 25 through a connecting rod 24. The two connecting rods 24 are staggered.

[0020] In the disclosed embodiment, the connecting member includes a mounting block 11 fixed to the output end of the electric telescopic rod 10 , a mounting plate 12 is fixed to the bottom of the mounting block 11 , and a mounting disc 13 is fixed to the mounting plate 12 .

[0021] In the disclosed embodiment, a slide groove 14 is formed on the mounting plate 13 , and a slider 22 is fixed to the outer wall of the moving block 21 . The slider 22 is slidably disposed in the slide groove 14 .

[0022] In the embodiment of the present disclosure, both ends of the outer wall of the beam 3 are slidably provided with a sliding member 15, and the sliding member 15 includes a fixed arm 16, a folded angle rod 19 is fixed to the bottom of the fixed arm 16, and a stopper 20 is fixed to the top of the folded angle rod 19. The folded angle rod 19 is arranged in a one-to-one correspondence with the moving block 21. A top of the fixed arm 16 is fixed with a head 26, and a fixed disk 27 is rotatably provided on the top of the beam 3. The outer wall of the fixed disk 27 is fixed with two symmetrical fork rods 28, and the head 26 passes through the corresponding fork rods 28. Under the action of the fixed disk 27 and the fork rod 28, the entire sliding member 15 remains stationary, so that The moving block 21 can slide upward along the angle rod 19. At this time, the fixed ring 25 moves upward to lift the rope. At this time, the moving block 21 located on the angle rod 19 keeps moving, and the corresponding electric telescopic rod 10 works to realize its advancement. The sliding member 15 and the fixed ring 25 move at the same time, and the fixed disk 27 rotates. At the same time, the other electric telescopic rod 10 retracts to pull the other fixed ring 25 downward and move in the opposite direction. That is to say, one electric telescopic rod 10 pushes the corresponding fixed ring 25 forward, and the other electric telescopic rod 10 pulls the corresponding fixed ring 25 backward, thereby realizing alternation.

[0023] In the embodiment of the present disclosure, a limiting block 17 is fixed to the outer wall of the fixed arm 16 , and a limiting groove 18 for the limiting block 17 to slide is formed on the outer wall of the crossbeam 3 .

[0024] In the embodiment of the present disclosure, a plurality of rollers 23 are rotatably provided at the bottom of the moving block 21 .

[0025] In the disclosed embodiment, a first hook 7 and a second hook 8 are fixed to both sides of the bottom of the beam 3 , respectively.

[0026] In the disclosed embodiment, a cross bar 4 is fixed to the inner wall of the side frame 2, a U-shaped frame 5 is fixed on the cross bar 4, a guide roller 6 is rotatably provided on the U-shaped frame 5, a first hook 7, a second hook 8 and two guide rollers 6 are provided, the rope passes through the guide roller 6, and is hung by the first hook 7 and the second hook 8, ensuring that the rope maintains a certain height of movement.

[0027] A construction method for passing a prestressed anchor cable through an anchor cable hole comprises the following steps: Step 1: The rope passes through the second hook 8, the guide roller 6, the two fixing rings 25 and the first hook 7 from one side; Step 2: The two electric telescopic rods 10 work together. One electric telescopic rod 10 pushes the corresponding fixed ring 25 forward, and the other electric telescopic rod 10 pulls the corresponding fixed ring 25 backward, thereby achieving alternation. When pushing forward, the fixed ring 25 moves up, and when moving backward, the fixed ring 25 moves down.

[0028] Working principle: Due to the use of a pushing mechanism 9 installed at the bottom of the beam 3, the cable passes through the second hook 8, the guide roller 6, the two fixed rings 25 and the first hook 7 from one side, and the two electric telescopic rods 10 work together. First, the mounting block 11 on one of the electric telescopic rods 10 drives the mounting plate 13 to move. Under the action of the mounting plate 13, the moving block 21 and the fixed ring 25 move synchronously. Since the other electric telescopic rod 10 is not working, under the action of the fixed plate 27 and the fork rod 28, the entire sliding member 15 remains stationary, so that the moving block 21 can slide up along the angle rod 19. At this time, the fixed ring 25 moves up to lift the cable. At this time, the moving block 21 located on the angle rod 19 keeps moving, and the corresponding electric telescopic rod 10 works to realize its advancement. The sliding member 15 and the fixed ring 25 move at the same time, and the fixed disk 27 rotates. At the same time, the other electric telescopic rod 10 retracts to pull the other fixed ring 25 downward and move in the opposite direction. That is to say, one electric telescopic rod 10 pushes the corresponding fixed ring 25 forward, and the other electric telescopic rod 10 pulls the corresponding fixed ring 25 backward, thereby realizing alternation. When pushing forward, the fixed ring 25 moves up, and when moving backward, the fixed ring 25 moves down, which effectively solves the problems raised in the background technology, realizes the continuous advancement of the rope, and ensures the forward movement of the rope.

[0029] The preferred embodiments of the present disclosure are described in detail above in conjunction with the accompanying drawings. However, the present disclosure is not limited to the specific details in the above embodiments. Within the technical concept of the present disclosure, various changes, modifications, replacements and variations can be made to these embodiments, and these changes, modifications, replacements and variations all fall within the scope of protection of the present disclosure.

[0030] It should also be noted that the various specific technical features described in the above specific embodiments may be combined in any suitable manner, unless there is any contradiction, and these combinations shall also be considered as the contents disclosed in this disclosure. To avoid unnecessary repetition, this disclosure will not further describe various possible combinations. The technical scope of this application is not limited to the contents of the specification and must be determined based on the scope of the claims.

Claims

1. A construction method for passing a prestressed anchor cable through an anchor cable hole, characterized in that: The device used in the construction method of a prestressed anchor cable passing through an anchor cable hole comprises a base frame (1), side frames (2) are fixed on both sides of the top of the base frame (1), a common crossbeam (3) is fixed on the top of the two side frames (2), and a pushing mechanism (9) is installed on the bottom of the crossbeam (3); The pushing mechanism (9) comprises two electric telescopic rods (10) fixed at the bottom of the crossbeam (3), the output end of the electric telescopic rod (10) is mounted with a mounting plate (13) via a connector, a moving block (21) is slidably mounted on the mounting plate (13), the moving block (21) is fixed with a fixing ring (25) via a connecting rod (24), and the two connecting rods (24) are staggered.

2. The device used in the construction method of a prestressed anchor cable passing through an anchor cable hole according to claim 1 is characterized in that: The connecting member comprises a mounting block (11) fixed to the output end of the electric telescopic rod (10), a mounting plate (12) being fixed to the bottom of the mounting block (11), and the mounting plate (13) being fixed to the mounting plate (12).

3. The device used in the construction method of a prestressed anchor cable passing through an anchor cable hole according to claim 2 is characterized in that: A sliding groove (14) is provided on the mounting plate (13), and a sliding block (22) is fixed to the outer wall of the moving block (21), and the sliding block (22) is slidably arranged in the sliding groove (14).

4. The device used in the construction method of a prestressed anchor cable passing through an anchor cable hole according to claim 3 is characterized in that: Both ends of the outer wall of the crossbeam (3) are slidably provided with sliding members (15), and the sliding member (15) includes a fixed arm (16), a folded angle rod (19) is fixed at the bottom of the fixed arm (16), and a stopper (20) is fixed at the top of the folded angle rod (19), and the folded angle rod (19) is provided in a one-to-one correspondence with the moving block (21). A top of the fixed arm (16) is fixed with a head (26), and a fixed disk (27) is rotatably provided at the top of the crossbeam (3), and two symmetrical fork rods (28) are fixed to the outer wall of the fixed disk (27), and the head (26) is provided through the corresponding fork rod (28).

5. The device used in the construction method of a prestressed anchor cable passing through an anchor cable hole according to claim 4 is characterized in that: A limiting block (17) is fixed on the outer wall of the fixed arm (16), and a limiting groove (18) for the limiting block (17) to slide is provided on the outer wall of the crossbeam (3).

6. The device used in the construction method of a prestressed anchor cable passing through an anchor cable hole according to claim 5, characterized in that: A plurality of rollers (23) are rotatably provided at the bottom of the moving block (21).

7. The device used in the construction method of a prestressed anchor cable passing through an anchor cable hole according to claim 6, characterized in that: A first hook (7) and a second hook (8) are respectively fixed to both sides of the bottom of the crossbeam (3).

8. The device used in the construction method of a prestressed anchor cable passing through an anchor cable hole according to claim 7, characterized in that: A crossbar (4) is fixed to the inner wall of the side frame (2), a U-shaped frame (5) is fixed on the crossbar (4), and a guide roller (6) is rotatably provided on the U-shaped frame (5).

9. The construction method of a prestressed anchor cable passing through an anchor cable hole according to claim 1, characterized in that: The steps include: Step 1: The rope passes through the second hook (8), the guide roller (6), the two fixing rings (25) and the first hook (7) from one side; Step 2: The two electric telescopic rods (10) work together, one electric telescopic rod (10) pushes the corresponding fixed ring (25) forward, and the other electric telescopic rod (10) pulls the corresponding fixed ring (25) backward, thereby achieving alternation, and when pushing forward, the fixed ring (25) moves upward, and when moving backward, the fixed ring (25) moves downward.